AGENDA PACKET 4.23.13

Service, Quality, Community

BOARD MEMBERS Chair Steve Foulkes Vice Chair Bill Giamarino Treasurer Bob Tarras Commissioner Don Smith Commissioner Fred Miller

OPEN SESSION

CALL MEETING TO ORDER

PLEDGE OF ALLEGIANCE

PUBLIC FORUM

REGULAR MEETING AGENDA CITY OF BIG BEAR LAKE

DEPARTMENT OF WATER AND POWER BOARD OF COMMISSIONERS

APRIL23, 2013- 9:00 AM 41972 GARSTIN DRIVE

BIG BEAR LAKE, CA 92315

The public may address the Board by completing a speaker card. All remarks shall be addressed to the Board as a body only. There is a three minute maximum time limit when addressing the respective Board. Please note that State law prohibits the Board from taking any action on items not listed on the agenda.

1. CONSENT CALENDAR

1.1 Approve Minutes of a Regular Board Meeting Dated March 26, 2013

1.2 Fiscal Year 2013/14 Water Standby Charges

1.3 Construction Cost Index Adjustment- Capacity Charges and Meter Installation Fees

ITEMS REMOVED FROM THE CONSENT CALENDAR

2. DISCUSSION/ACTION ITEMS

2.1 Check Register: 03/01/13- 03/31/13 Board to review and consider authenticating check register for March 2013.

2.2 Proposed Five Year CIP Board to discuss and consider approving proposed five-year Capital Improvement Plan.

2.3 Award Contract for the 2013 USDA Funded Engineering Design Services Board to review proposals and consider awarding the 2013 Engineering Design Services contract to WSC, Inc.

2.4 Resolution No. DWP 2013-07 Board to review and consider adopting Resolution No. DWP 2013-07, requesting the City Council adopt a resolution declaring its intent to reimburse expenditures for the City's water system from proceeds of a USDA loan and Water Revenue Bonds.

2.5 Financial Data- March 31, 2013 Board to review Financial Data as of March 31, 2013.

Regular Meeting Agenda April 23, 2013 of 2

2.6 Budget Adjustments- USDA Projects Board to review and consider approving proposed adjustments to the FY 2012/13 Budget.

2.7 FY 2013/14 Budget Draft #1 Board to review and provide feedback on FY 2013/14 Budget Draft #1.

2.8 Arrastre Creek Environmental Work Amendment Board to review and consider approving a contract amendment with Tom Dodson & Associates for the Arrastre Creek well and pipeline environmental work.

2.9 Atlas Map Update Project- PO Amendment & Budget Adjustment Board to review and consider approving amendment to purchase order with WSC, Inc. for the Atlas Map Update Project, and associated budget adjustment.

2.10 Management Reports

2.11 Board Member Reports

3. CLOSED SESSION The DWP may adjourn to a closed session to consider litigation matters, personnel matters, or other matters as provided in the Ralph M. Brown Act (Section 54950, et seq., of the Government Code).

3.1 Closed Session Pursuant to Section 54957.6 Conference with Labor Negotiators Agency Designated Representatives: Reginald Lamson, Diego Chavez Employee Organization: San Bernardino Public Employees' Association

3.2 Closed Session Pursuant to Section 54956.8 Conference with Real Property Negotiators Property: APN 0315-291-03 DWP Negotiator: General Manager Negotiating Parties: DWP and YMCA of Greater Long Beach- Camp Oakes Under Negotiation: Terms

3.3 Closed Session Pursuant to Section 54956.8 Conference with Real Property Negotiators Property: APN 2350-401-02-0000 & 2350-401-03-0000 DWP Negotiator: General Manager Negotiating Parties: DWP and Zimmerman Under Negotiation : Terms and Price

ADJOURNMENT

The City of Big Bear Lake Department of Water and Power wishes to make all of its public meetings accessible to the public. If you need special assistance to participate in this meeting, please contact the Board Secretary at {909} 866-5050. Notification 48 hours prior to the meeting will enable the DWP to make reasonable arrangements to ensure accessibility to this meet

MINUTES OF A REGULAR BOARD MEETING CITY OF BIG BEAR LAKE

DEPARTMENT OF WATER AND POWER

BOARD OF COMMISSIONERS

MARCH 26, 2013

1.1

A Regular Meeting of the Board of Commissioners of the City of Big Bear Lake Department of Water and Power was called to order at 9:00a.m. by Chair Foulkes at 41972 Garstin Drive, Big Bear Lake, California.

BOARD MEMBERS PRESENT:

Steve Foulkes, Chair Bill Giamarino, Vice Chair Bob Tarras, Treasurer Fred Miller, Commissioner Don Smith, Commissioner

OPEN SESSION

PLEDGE OF ALLEGIANCE

Bill Giamarino, Vice Chair

PUBLIC FORUM

No public comment was received during the public forum.

BOARD MEMBERS EXCUSED:

None

ADJOURNMENT TO 9:30AM AT 40524 LAKEVIEW DR. BIG BEAR LAKE, CA 92315

At 9:05AM Chair Foulkes adjourned the meeting to 9:30AM at 40524 Lakeview Dr. Big Bear Lake, CA 92315.

At 9:30AM Chair Foulkes reconvened the meeting and opened the public hearing at 40524 Lakeview Dr. Big Bear Lake, CA 92315.

1. PUBLIC HEARINGS

1.1 Public Hearing: Water Service Fees

General Manager Lamson provided a presentation on the proposed increases to water service fees and answered questions from the public.

At 10:24 AM Chair Foulkes closed the Public Hearing.

A total of 26 written protests to the proposed water service fees were received.

Chair Foulkes moved items 2.1 and 2.2 up for discussion and action.


2.1 Resolution No. DWP 2013-05, Adopting Adjustments to the DWP's Rates, Charges and Fees for Water Service and Requesting Approval by the City Council

Motion made by Vice-Chair Giamarino, seconded by Commissioner Miller, and carried 5-0 to approve Resolution No. DWP 2013-05, Adopting Adjustments to the DWP's Rates, Charges and Fees for Water Service and Requesting Approval by the City Council.

Minutes of a Regular Board Meeting March 26, 2013 Page 2 of 3

2.2 Resolution NO. DWP 2013-06, Expressing the Intention to Reduce Water Service Charges and Fees

Upon Full Repayment of the 1996 Revenue Refunding Bonds

Motion made by Commissioner Miller, seconded by Commissioner Smith, and carried 5-0 to approve the modified Resolution No. DWP 2013-06, Expressing the Intention to Reduce Water Service Charges and Fees Upon Full Repayment of the 1996 Revenue Refunding Bonds.

1. PUBLIC HEARINGS

1.2 Public Information Meeting Contracts & Water Conservation Manager Bill La Haye provided a presentation on the intent to file a loan/grant application with USDA Rural Development for water system infrastructure improvements, and answered questions from the public.

ADJOURNMENT TO 41972 GARSTIN DR. BIG BEAR LAKE. CA 92315 At 10:45 AM Chair Foulkes adjourned the meeting to 11:00 AM at 41972 Garstin Dr. Big Bear Lake, CA 92315.

At 11:11 AM Chair Foulkes reconvened the meeting at 41972 Garstin Dr. Big Bear Lake, CA 92315.

3. CONSENT CALENDAR

3.1 Approve Minutes of a Regular Board Meeting Dated February 26, 2013

3.2 Resolution No. DWP 2013-04, Establishing the Position of Contracts and Water Conservation Manager and Setting the Classification Specification and Salary Range

Motion made by Treasurer Tarras, seconded by Commissioner Smith, and carried 5-0 to approve Consent Calendar items 3.1 and 3.2 as presented.


4.1 Check Register: 02/01/13 - 02/28/13 Board reviewed and discussed check register for February 2013 with Management.

Motion made by Vice-Chair Giamarino, seconded by Commissioner Smith, and carried 5-0 to authenticate the check register for February 2013 as presented.

4.2 Request for Temporary Staffing Board discussed temporary staffing with Management.

Motion made by Treasurer Tarras, seconded by Commissioner Miller, and carried 5-0 to authorize the hire of a temporary accountant for a period of up to 12 weeks.

4.3 Extend Contract with The Furman Group Board discussed The Furman Group contract with Management.

Motion made by Vice-Chair Giamarino, seconded by Commissioner Smith, and carried 3-2 to authorize the extension of the contract with The Furman Group for a period of three months, through June 31, 2013.

4.4 Management Reports Board discussed Management reports .

Minutes of a Regular Board Meeting March 26, 2013 Page 3 of 3

4.5 Board Member Reports Commissioner Smith reported he will not be able to attend the April 23, 2013 Regular Board Meeting. Chair Foulkes reported he will be unavailable April111h -1ih.

At 11:41 AM Chair Foulkes moved to recess without objection .

At 11:45 AM Chai r Foulkes reconvened the meeting.

5. CLOSED SESSION At 11:45 the Board went into closed session.

5.1 Closed Session Pursuant to Section 54957.6 Conference with Labor Negotiators Agency Designated Representatives: Reginald Lamson, Diego Chavez Employee Organization: San Bernardino Public Employees' Association

At 12:51 the Board came out of closed session.

OPEN SESSION No action was reported for closed session item 5.1.

ADJOURNMENT No additional business came before the Board . At 12:51 Chair Foulkes adjourned the meeting.

Diego Chavez, Secretary DWP Board of Commissioners

Approved at meeting dated:

DATE:

TO:

FROM:

PREPARED BY:

RE:

Background:

AGENDA REPORT


April 23, 2013

Board of Commissioners

Reginald A. Lamson, General Manager I~A L~ ~ 1\

Danielle D. McGee, Administrative Manager ~11(j ' Fiscal Year 2013114 Water Standby Charges

1.2

In 1990, the Board of Commissioners and City Council first approved a "Water Standby or Availability Charge" for parcels of land without water service that have DWP water lines available to them. Each qualifying parcel, under one acre, is charged one Standby Charge, and parcels over one acre are charged an additional Standby Charge for each 75 (seventy-five) feet of frontage with water lines. The total charge shall not exceed the Standby Charge multiplied by the total number of acres comprising the parcel.

The previous years' Standby Charges are listed below:

FY 1990/91: $30 FY 1996/97: $53 FY 2002/03: $53 FY 2008/09: $53 FY 1991/92: $53 FY 1997/98: $53 FY 2003/04: $53 FY 2009/10: $53 FY 1992/93: $53 FY 1998/99: $53 FY 2004/05: $53 FY 2010/11: $53 FY 1993/94: $53 FY 1999/00: $53 FY 2005/06: $53 FY 2011112: $53 FY 1994/95: $53 FY 2000/01: $53 FY 2006/07: $53 FY 2012113: $53 FY 1995/96: $53 FY 2001/02: $53 FY 2007/08: $53

There are an estimated 2,939 affected parcels in our service area with access to DWP water lines. The estimated revenue will be approximately $162,97 5 which will pay a pmiion of our Bond Debt Service.

Recommendation:

Staff requests that the Board make a recommendation to the City Council to adopt the Water Standby Charge of $53 for Fiscal Year 2013/14, and authorize the charge to be placed on the tax rolls for collection, along with the general taxes.

AGENDA REPORT 1.3


DATE: April23, 2013

TO: Board of Commissioners

FROM:

PREPARED BY:

Reginald A. Lamson, General Manager (?..A ~_...- ~

Danielle D. McGee, Administrative Manager ~\l\J RE: Construction Cost Index Adjustment- Capacity Charges and Meter

Installation Fees

Background:

The DWP adjusts certain charges annually each July based upon the Construction Cost Index (the "CCI") as reported in the Engineering News-Record.

According to the Engineering News-Record the Construction Cost Index for February 2013 was 9,453, compared with 9,198 in February 2012, indicating an increase of2.77% over the prior year. Based on this analysis, the DWP needs to adjust the applicable charges by 2.77% for inflation. Upon approval, the new fees will be implemented on July 1, 2013.

As adjusted for inflation rate of2.77%, these fees would change as follows:

Description Current Proposed 2012-13 Fees 2013-14 Fees

Capacity Charges $8,244 $8,472 Rimforest Capacity Charges $4,887 $5,022 Meter Installation Fees 5/8"- Short Side $1,045 $1,074 Meter Installation Fees 5/8"- Long Side $2,007 $2,063 Meter Installation Fees 1" - Short Side $1,120 $1,151 Meter Installation Fees 1" - Long Side $2,084 $2,142 Meter Installation Fees 1.5"- Shmt Side $1,932 $1,986 Meter Installation Fees 1.5"- Long Side $3,239 $3,329 Meter Installation Fees 2"- Shmt Side $2,030 $2,086 Meter Installation Fees 2"- Long Side $3,344 $3,437 Meter Installation Fees greater than 2" Time & Material Time & Material

Recommendation:

Approve the Construction Cost Index Adjustments for the Capacity Charges and Meter Installation Fees by 2.77%.

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CURRE:.iT CO:il$ f,tATE RIAl lRCt;OS HISTORICAl L'i0 k;ES QUARTERLY COST REPORTS FAQ

Sh$!i(IJ Sh~ •::::• comment

Construction Cost Index History -As of March 2013 Vii:a'/ ~q Historicil flndices ..

T €>>1 SiZI; A 8. HOW ENR BUILDS THE INDEX: 200 hours or common l<1bor el the 20-c;ty avGrage of common lab()( rates, p!us 25 cwt of standard struclural steel shapes at U1o mill price prior to 19% and tile fabricaled 20-dy price from 1 ogo plus 1. 128 tons of portland cement at the 20-c~y price. p!us 1,088 board ft of 2 x 4 lumbar a! tho 20-city price.

ENR'S CONSTRUCTION COST INDEX HISTORY (1908-2013)

YEAR JAN FEB r.tAR APR r.tAY JUN JUL AUG SEP OCT NOV DEC AVG.

2013 9437 9"53 94513

2012 9176 9198 9268 9273 9290 9291 9324 9351 9341 9376 9398 9412 9308

2011 8936 8998 9011 9027 9035 9053 9080 9088 9116 9147 9173 9172 9070

2010 8'"->60 6672 8'371 6677 0761 8805 8844 0837 8636 8921 8951 6952 8799

2009 8549 6533 8534 6528 0574 8576 05136 6564 8580 8596 0592 8641 6570

2008

2007

2006

2005

2004

8090 8094 8109 8112 6141 6185 6293 8362 8557 8623 8"...02 0551 0310

78&3 7880 78513 7865 7942 7939 7959 0007 8050 S045 6092 0009 79".:.6

7€C"J 7689 7692 7695 7691 7700 7721 7722 7763 7063 7911 7868 7751

7291 7298 7309 7355 7398 7•115 7422 7479 7540 7563 7630 76•17 741.0

6825 6€-62 6957 7017 7065 7109 712() 7108 7298 7314 7312 7308 7115

2003 6581 6'340 6627 GS35 6642 669<1 6595 6733 6741 6771 67!i4 6782 6694

2002 6/,62 6462 6502 6480 6512 6532 6".,05 6592 6589 0579 6578 6563 6538

2001

2000

1999

1996

6261 6272 6279 6265 6288 6318 640<1 6369 6391 6397 6410 6390 6343

6130 6160 6202 6201 6233 6238 6225 6233 6224 6259 6266 6283 6221

600) 5S92 5980 6\)08 6006 6039 6076 6091 6128 61 34 6127 6127 6059

5652 5674 5875 5883 5881 5895 5921 5929 5963 5966 5995 5991 5920

1997 5765 5769 5759 5799 5837 5660 5863 5854 5851 5848 5838 5858 5826

1996

1995

5523 5532 5537 5550 5572 5597 5617 5652 5(;83 5719 5740 5744 5620

5443 54H 5435 5432 5433 5432 5484 5506 5491 5511 5519 5524 547·1

1994 53313 5371 53!.11 5405 5405 5408 5409 5424 5437 5437 E-439 5439 5408

1993 5071 5070 5103 5167 5262 5260 5252 5230 5255 5264 5278 5310 5210

1902 488-9 4Be4 4927 49413 4965 4973 4992 5032 5042 5052 5058 5059 4985

1991 4777 4173 4772 471l? 4801 4818 4854 4892 4891 4892 4096 4889 4835

1990 4?80 4685 ~691 4593 4707 4732 4734 4752 4774 4771 4787 4777 4732

YEAR

1989

1985

1981

1977

1973

AVG

•:G1 5

4195

3535

2576

1695

YEAR

1988

1984

1980

197S

1972

!iCrUR:C~ FOR THE DATA HERE

ANNUAL AVERAGE

AVG

4519

3237

2401

1753

YEAR

1987

1983

1979

1975

1971

AVG

·1 4C~

3003

2212

1501

YEAR

1986

1982

1978

1974

1970

AVG

4295

3!.125

27713

2020

1381

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X

Check Register with paid voucher detail Date selection from :3/1/2013 to 3/31/2013

Check No.

189154

190174

3843

3844

3845

3846

3847

3848

Page 1 of 15

Check Date Invoice No.

03/05/2013 189154 189154

03/19/2013 190174 190174

03/07/2013 20130225 20130225

03/07/2013

20130301 20130301

03/07/2013

20130225 20130225 20130225 20130225 20130225 20130225 20130225 20130225

03/07/2013 588-5914647 588-5914647 588-5925510 588-5925510 588-5936095 588-5936095 588-5946786 588-5946786

03/07/2013 20130221 20130221

03/07/2013

7274

Vendor ID -Vendor Check Name Invoice Date Description

PAYCHEX-02/28/2013 02/28/2013 Payroll Processing Fees PP5

PAYCHEX-03/14/2013 03/14/2013 Payroll Processing Fees PP6

01POSTAL- US Postal Service 02/25/2013 02/25/2013 Postage- Postage Meter #256075

03RECORD - County Recorder San Bernardino

03/01/2013 03/01/2013 Lien Release Fees

04DWP - Dept of Water & Power City of Big Bear Lake

02/25/2013 02/25/2013 Replenish Petty Cash 02/25/2013 Replenish Petty Cash 02/25/2013 Replenish Petty Cash 02/25/2013 Replenish Petty Cash 02/25/2013 Replenish Petty Cash 02/25/2013 Replenish Petty Cash 02/25/2013 Replenish Petty Cash

ARAMARK- Aramark Uniform Services Inc 02/01/2013 02/01/2013 Uniform Services 02/08/2013 02/08/2013 Uniform Services 02/15/2013 02/15/2013 Uniform Services 02/22/2013 02/22/2013 Uniform Services

BBRESORTS - Big Bear Resorts, Inc. 02/21/2013 02/21/2013 Overpayment-371 Vista/BBL

BEARMTNC - Bear Mountain Collision Center

02/27/2013

GL Account number and description

20-98-6405 Prof Svcs - Personnel & Safety


20-98-6320 Postage Charges

20-90-6335 Bank Charges and Mise Fees

20-98-6930 Special Dept Expense 20-98-6114 Office Supplies 20-98-6355 Travel-Conferences And Meeting 20-59-6355 Travel-Conferences And Meetings 20-98-6320 Postage Charges 20-51-6930 Special Dept Expense 20-55-6082 Direct Benefits

20-59-6339 Laundry

20-59-6339 Laundry

20-59-6339 Laundry

20-59-6339 Laundry

19-00-2222 Op Refunds Pending

iONE

2.1

Check Book: Operating

CheckAmt GLAmount Paid Amount

236.19

261.39

2,500.00

70.00

6.74 2.78

17.00 86.11 94.93 50.00 15.00

148.39

211.92

163.66

162.58

29.00

236.19

261.39

2,500.00

70.00

272.56

148.39

211 .92

163.66

162.58

29.00

5,573.11

236.19

261 .39

2,500.00

70.00

272.56

686.55

29.00

Date report was run 4/9/2013


Check No.

3849

3850

3851

3852

Page 2 of 15

Check Date Vendor ID -Vendor Check Name Invoice No. Invoice Date Description

7274 02/27/2013 Repair 2006 Ford Ranger 06P01

03/07/2013 102266 102266 102267 102267

BOWE - Bowe Contractors, Inc. 02/25/2013 02/25/2013 Bowe Cont./Seminole Well 02/27/2013 02/27/2013 Bowe Cont./Seminole Well

03/07/2013 BRATR- Robyn Bratton 20130222 02/22/2013 20130222 02/22/2013 Computer Loan

03/07/2013 184291 184291 184442 184442 184464 184464 184469 184469 184476 184476 184704 184704 184852 184852 186260 186260 186361 186361 186566 186566 186725 186725 187031 187031 187361 187361 188297 188297 188340 188340 188529 188529 188675 188675 189156 189156 189346 189346

BUTC - Butchers Blocks & Building Mat 01/26/2013 01/26/2013 Brass A FHTXFHT 3/4X3/4 01/28/2013 01/28/2013 Basin Wrench 15" 01/28/2013 01/28/2013 Supply Tube 01 /28/2013 01/28/2013 3/4 RB No-kink W/BKFL, Cloth 01/28/2013 01/28/2013 Batt Clip, Glove, Utii.Lighter 01/29/2013 01/29/2013 Misc. Bolts, Nuts, Washers 01/30/2013 01/30/2013 Flap Disc, Cut-off Wheel 02/06/2013 02/06/2013 U Bolts, Clamp 02/06/2013 02/06/2013 18 pc Tie Cord, Screw Eye 02/07/2013 02/07/2013 3 16x2x5 Sq U-Bolt 02/08/2013 02/08/2013 Krylon Spray Paint Blk Gloss 02/11/2013 02/11/2013 Nipple, RB Fip no Kink 02/13/2013 02/13/2013 Rivet Tool, 25pk Flange Rivet 02/19/2013 02/19/2013 Ultra Cons Adhesive 02/19/2013 02/19/2013 Caulk, Grommet Computer 02/20/2013 02/20/2013 Key/Single Cut 02/21/2013 02/21/2013 Drill Bit, Tape Measure, Glove 02/25/2013 02/25/2013 Pewag Rubber Adjuster Hook 12p 02/25/2013 02/25/2013 Pewag Rubber Adjuster Hook 12p

03/07/2013 BVELEC- Bear Valley Electric 0091450000 201302 02/27/2013

GL Account number and description 20-59-6398 Accidents And Damage

22-98-9000 USDA Spending

22-98-9000 USDA Spending

20-00-1150 Due from Employee

20-59-6180 Small Tools











20-55-6250 Maintenance - Mains And Svcs




20-50-6240 Maintenance - Wells




iONE


CheckAmt GL Amount Paid Amount

5,573.11

35,072.88

86,180.51

1,201.34

14.73

12.92

6.50

55.75

28.43

10.15

16.57

18.27

15.89

7.55

4.31

26.10

27.18

8.34

8.05

4.30

41 .22

5.81

8.72

5,573.11

35,072.88

86,180.51

121,253.39

1,201.34

1,201.34

14.73

12.92

6.50

55.75

28.43

10.15

16.57

18.27

15.89

7.55

4.31

26.10

27.18

8.34

8.05

4.30

41 .22

5.81

8.72

320.79

1,542.19


Check Register with paid voucher detail Date selection from :3/1/2013 to 3/31/2013 Check Book: Operating

Check No. Check Date Vendor ID -Vendor Check Name CheckAmt

Invoice No. Invoice Date Description GL Account number and description GL Amount Paid Amount

0091450000 201302 02/27/2013 839 Knickerbocker Rd 20-50-5560 Utilities - Electric 1,542.19 0282250000 201302 02/21/2013 4,706.69 0282250000 201302 02/21/2013 43511 Well Bow Canyon Rd 20-50-5560 Utilities - Electric 4,706.69 0592250000 201302 02/27/2013 5,442.54 0592250000 201302 02/27/2013 561Well Maple Ln 20-50-5560 Utilities • Electric 5,442.54 0672250000 201302 02/21/2013 13.99 0672250000 201302 02/21/2013 East End of Oak Road 20-50-5560 Utilities • Electric 13.99 0962250000 201302 02121/2013 806.22 0962250000 201302 02/21/2013 Ironwood Boosters A&B 20-50-5560 Utilities - Electric 806.22 1444111616 201302 02128/2013 69.00 1444111616 201302 02128/2013 Seminole Well 20-50-5560 Utilities - Electric 69.00 2282250000 201302 02121/2013 188.83 2282250000 201302 02121/2013 1560 1/2 Wolf Rd. 20-50-5560 Utilities - Electric 188.83 3272250000 201302 02121/2013 146.80 3272250000 201302 02/21/2013 Well Pennsylvania Av. 20-50-5560 Utilities • Electric 146.80 3282250000 201302 02/21/2013 4,633.34 3282250000 201302 02/21/2013 La Crescenta Dr. Well 20-50-5560 Utilities • Electric 4,633.34 5443350000 201302 02/21/2013 2,160.23 5443350000 201302 02/21/2013 43270 1/2 Sheephorn Rd. 20-50-5560 Utilities- Electric 2,160.23 7182250000 201302 02/21/2013 91.39 7182250000 201302 02121/2013 Goldmine Boosters-Brmtn 20·50-5560 Utilities- Electric 91.39 8472250000 201302 02121/2013 1,724.83 8472250000 201302 02/21/2013 Oak Welt/ Jeffries 20-50-5560 Utilities - Electric 1,724.83 9182250000 201302 02121/2013 3,274.17 9182250000 201302 02/21/2013 Sand Canyon Well 20-50-5560 Utilities • Electric 3,274.17 9190350000 201302 02121/2013 4,525.07 9190350000 201302 02/21/2013 41972 Garstin Dr. 20-98-6326 Utilities • Electric 4,525.07 9572250000 201302 02121/2013 75.90 9572250000 201302 02/21/2013 200 S/Oak Conklin Rd. 20-50-5560 Utilities • Electric 75.90

29,401.19

3853 03/07/2013 BYRDIND - Byrd Industrial Electronics 3051 02/13/2013 395.00 3051 02/13/2013 Annual ESP Support Program 20-50-6245 Maintenance- Telemetry 395.00

395.00

3854 03/07/2013 CAURBAN - California Urban Water Conservation Council

2013 G1 435 02114/2013 2,790.53 2013:::81:::435 02/14/2013 Annual Dues 20-98-6927 Memberships, Dues, Subcript 2,790.53

2,790.53

3855 03/07/2013 CAWLEY A- Ashley Cawley 20130221 02/21/2013 97.18 20130221 02/21/2013 Deposit Refund-560 Spruce/Sgtf 19-00-2221 Deposit Refunds Pending 97.18

97.18

3856 03/07/2013 CHAVD- Diego Chavez 20130304 03/04/2013 29.00 20130304 03/04/2013 Parking,Dinner, Board Sec.Conf 20-98-6355 Travel-Conferences And Meeting 29.00

29.00

3857 03/07/2013 CLINLAB - Clinical Laboratory 926422 02/11/2013 1,466.00 926422 02111/2013 January 2013 Testing 20-50-6400 Professional Services 1,466.00

1,466.00

Page 3 of 15 iONE Date report was run 4/9/2013


Check No. Check Date Vendor ID -Vendor Check Name CheckAmt Invoice No. Invoice Date Description GL Account number and description GL Amount Paid Amount

3858 03/07/2013 CONSTRK -Conserve Track 424 02/14/2013 1,000.00 424 02/14/2013 Configure Monthly Export 20-51-6258 Maintenance-Hardware/Software 1,000.00

1,000.00

3859 03/07/2013 CONVERSE -Converse Consultants 10-81206-30-0000008 01/31/2013 1,484.50 10-81206-30-0000008 01/31/2013 Receivings Transaction Entry 22-98-9000 USDA Spending 1,359.25 1 0-81206-30-0000008 01/31/2013 Receivings Transaction Entry 23-98-9000 USDA Spending 125.25

1,484.50 3860 03/07/2013 DODASSOC - TOM DODSON &

ASSOCIATES BBL-161-1 02/15/2013 1,465.50 BBL-161-1 02/15/2013 Tom Dodson/Arrastre Creek 23-50-9025 Cap Outlay - Other Prf Svc 1,465.50

1,465.50 3861 03/07/2013 DOWELLD - David Dowell

20130221 02/21/2013 46.67 20130221 02/21/2013 Deposit Refund-42608 Willow 19-00-2221 Deposit Refunds Pending 46.67

46.67 3862 03/07/2013 EYEMED - Eyemed

4903338 02/22/2013 453.25 4903338 02/22/2013 Eye Premium 03/2013 20-50-6084 Health and Wellness Benefits 66.85 4903338 02/22/2013 Eye Premium 03/2013 20-55-6084 Health and Wellness Benefits 74.73 4903338 02/22/2013 Eye Premium 03/2013 20-59-6084 Health and Wellness Benefit 48.69 4903338 02/22/2013 Eye Premium 03/2013 20-90-6084 Health and Wellness Benefi 110.40 4903338 02/22/2013 Eye Premium 03/2013 20-95-6084 Health and Wellness Benefits 97.38 4903338 02/22/2013 Eye Premium 03/2013 20-98-6084 Health and Wellness Benefits 48.69 4903338 02/22/2013 Eye Premium 03/2013 20-51-6084 Health and Wellness Benefits 3.25 4903338 02/22/2013 Eye Premium 03/2013 20-92-6084 Health and Wellness Benefits 3.26

453.25 3863 03/07/2013 FELML - Larry Fellman

20130222 02/22/2013 60.00 20130222 02/22/2013 Water Dist. Cert. Renewal 20-59-6926 Education I Training 60.00

60.00 3864 03/07/2013 FIDELITY - Fidelity National Title Company

20130228 02/28/2013 0.39 20130228 02/28/2013 Overpayment-819 Leonard Ln. 19-00-2222 Op Refunds Pending 0.39

0.39 3865 03/07/2013 FIRSTCOM - First Communications

11825327 02/13/2013 306.06 11825327 02/13/2013 Long Distance01/13/13-02/12/13 20-98-6920 Telephone 306.06

306.06 3866 03/07/2013 FURMAN -The Furman Group, Inc.

281 13 02 02/28/2013 7,705.00 281 13 02 02/28/2013 Furman Group/Services 02/2013 20-98-6400 Professional Services 7,705.00

7,705.00



Check No.

3867

3868

3869

3870

3871

3872

3873

3874

3875

Page 5 of 15



03/07/2013 GEIGER- Geiger Supply, Inc. T1051546 02/26/2013 T1051546 02/26/2013 Tap Ball Valve

03/07/2013 204599 204599 204655 204655

GINOTIRE - Ginos Tire & Wheel, Inc. 02/21/2013 02121/2013 Tire Repair 02/26/2013 02/26/2013 Mount & Bal. New Tires

03/07/2013 HALLIDAY- Halliday Products, Inc 00017181 02/27/2013 00017181 02/27/2013 Vault Lids

03/07/2013 278071 278071 278148 278148

03/07/2013 20130221 20130221

03/07/2013 20130225 20130225

03/07/2013

7519 7519

ITRON - ltron, Inc. 02/09/2013 02/09/2013 MVRS Meters Serviced 02/09/2013 02/09/2013 Hosted Services March 2013

JOBBINSB - Barbara Jobbins 02/21/2013 02/21/2013 Deposit Refund-535 Wanita Ln.

JURADOP -Pedro Jurado 02/25/2013 02/25/2013 Toilet Rebate

LUDECKE - Ludecke's Electrical Service, Inc.

03/04/2013 03/04/2013 Replace Failed Transformer

03/07/2013 METLIFE- Metlife- Group Benefits KM05994100 201303 02/15/2013 KM05994100 201303 02/15/2013 Dental & Life Benefits 03/2013 KM059941 00 201303 02/15/2013 Dental & Life Benefits 03/2013 KM05994100 201303 02/15/2013 Dental & Life Benefits 03/2013 KM059941 00 201303 02/15/2013 Dental & Life Benefits 03/2013 KM059941 00 201303 02/15/2013 Dental & Life Benefits 03/2013 KM059941 00 201303 02/15/2013 Dental & Life Benefits 03/2013 KM059941 00 201303 02/15/2013 Dental & Life Benefits 03/2013 KM05994100 201303 02/15/2013 Dental & Life Benefits 03/2013

03/07/2013 1167239571

MORAK - Kevin Moran 02/23/2013


20-50-6232 Maintenance- Pump Equip

20-59-6360 Automotive Expense


20-50-6235 Maintenance- Pressure Valves

20-95-6258 Maintenance-Hardware/Software

20-95-6258 Maintenance-Hardware/Software

19-00-2221 Deposit Refunds Pending

20-51-6150 Demand Offset Program


20-50-6084 Health and Wellness Benefits 20-55-6084 Health and Wellness Benefits 20-59-6084 Health and Wellness Benefit 20-90-6084 Health and Wellness Benefi 20-95-6084 Health and Wellness Benefits 20-98-6084 Health and Wellness Benefits 20-51-6084 Health and Wellness Benefits 20-92-6084 Health and Wellness Benefits

iONE


CheckAmt GLAmount

43.32

10.00

694.00

1,475.04

609.56

864.64

91.15

100.00

988.52

424.60 480.23 413.25 806.82 822.53 181.35 26.78 26.79

Paid Amount

43.32

43.32

10.00

694.00

704.00

1,475.04

1,475.04

609.56

864.64

1,474.20

91 .15

91.15

100.00

100.00

988.52

988.52

3,182.35

3,182.35

39.95



Check No.

3876

3877

3878

3879

3880

3881

3882

3883

3884

Page 6 of 15

Check Date Vendor ID - Vendor Check Name Invoice No. Invoice Date Description

1167239571 02/23/2013 Cell Phone Reimbursement

03/07/2013 122651 122651 123218 123218

03/07/2013 20130228 20130228

03/07/2013 20130228 20130228

03/07/2013 20130228 20130228

NAPA- NAPA Auto Parts 02/07/2013 02/07/2013 Pwr Car Wash 02/11/2013 02/11 /2013 Neoform Wiper Bl

NELSONP -Patrick Nelson 02/28/2013 02/28/2013 Overpayment-38854 Waterview

OJS - OJs Donut House 02/28/2013 02/28/2013 2 Dozen Donuts- Meeting

PREMIERS - Premier Sothebys 02/28/2013 02/28/2013 Overpayment-50? Catalina Rd.

03/07/2013 RAYA- Amelia Ray 20130228 02/28/2013 20130228 02/28/2013 Meals, Hotei,Mileage AWWA wksp

03/07/2013 841137 841137 841138 841138

03/07/2013

03/07/2013

5196 5196

20130228 20130228

03/07/2013 018230 018230 018238 018238

RBFCON - RBF Consulting 02/22/2013 02/22/2013 RBF Cons -10/29/12-12/31/12 02/22/2013 02/22/2013 RBF Cnsltg -Serv. thru 2/03/13

SBCERA - SB COUNTY EMPLOYEES RETIREMENT ASSOCIATION

03/04/2013 03/04/2013 Emp Pension PPS (PPE 02/22/13)

SBPUBEMP -San Bernardino Publ Empl As soc

02/28/2013 02/28/2013 Union Dues PPE 02/22/2013

STOCAUTO - Stock's Automotive Inc. 02/07/2013 02/07/2013 Rep.Ciearance Lights,01P05 02/13/2013 02/13/2013 Replace rear engine covr 01 P03

GL Account number and description 20-59-6920 Telephone




20-98-6930 Special Dept Expense


20-98-6355 Travel-Conferences And Meeting

22-55-9020 Cap Outlay- Engineering Mains

22-55-9020 Cap Outlay- Engineering Mains

20-00-2045 Payroll Liabilities


20-59-6286 Vehicle Maintenance


iONE


CheckAmt GL Amount Paid Amount

39.95

39.95

13.07 13.07

19.09 19.09

32.16

81 .32 81 .32

81.32

17.10 17.10

17.10

81 .32 81 .32

81.32

316.59 316.59

316.59

454.11 454.11

6,304.00 6,304.00

6,758.11

33,882.44 33,882.44

33,882.44

224.96 224.96

224.96

400.93 400.93

956.73 956.73



Check No. Check Date Vendor ID -Vendor Check Name CheckAmt Invoice No. Invoice Date Description GL Account number and description GL Amount Paid Amount

018242 02/12/2013 120.00 018242 02/12/2013 Diagnose Oil Leak 01P03 20-59-6286 Vehicle Maintenance 120.00 018243 02/19/2013 171.62 018243 02/19/2013 Serv. Batt. &Cables, Rot. Tires 20-59-6286 Vehicle Maintenance 171 .62

1,649.28

3885 03/07/2013 STPLCRDT- Staples Credit Plan 3172272001 01/15/2013 252.20 3172272001 01/15/2013 Office Supplies 20-98-6114 Office Supplies 252.20 3172272002 01/15/2013 10.97 3172272002 01/15/2013 Office Supplies 20-98-6114 Office Supplies 10.97 3172272003 01/15/2013 29.14 3172272003 01/15/2013 Office Supplies 20-98-6114 Office Supplies 29.14 3190241001 02/11/2013 139.65 3190241001 02/11/2013 Office Supplies 20-98-6114 Office Supplies 139.65

351765001 01/23/2013 383.94 351765001 01/23/2013 Office Supplies 20-98-6114 Office Supplies 383.94

3846395001 01/31/2013 8.58 3846395001 01/31/2013 Office Supplies 20-98-6114 Office Supplies 8.58

824.48

3886 03/07/2013 THOMSONR -Thomson Reuters 14439843 01/01/2013 185.06 14439843 01/01/2013 PPC Guide to Prep. Fin. Stmnts 20-98-6926 Education I Training 185.06

185.06

3887 03/07/2013 UNDGRD - Underground Service Alert 220130221 03/01/2013 63.00 220130221 03/01/2013 42 New Ticket Charges 20-98-6330 Contractual Services 63.00

63.00

3888 03/07/2013 US BANK- US Bank Corporate Payment Systems

CAL SP DIST 20130201 02/01/2013 725.00 CAL SP DIST 20130201 02/01/2013 Board Sec./Clerk Conference 20-98-6926 Education I Training 725.00 EL JACALITO 20130214 02/14/2013 78.00 EL JACALITO 20130214 02/14/2013 GM Lunch,Scott,Pete,Steve,Rob 20-98-6355 Travel-Conferences And Meeting 78.00

ENG BRD 20130220 02/20/2013 116.00 ENG BRD 20130220 02/20/2013 Renew Engineering License R.L. 20-98-6927 Memberships, Dues, Subcript 116.00

INTERMEDIA 20130202 02/02/2013 284.95 INTERMEDIA 20130202 02/02/2013 lntermedia Billing- Email 20-98-6420 Professional Services - Data/Internet 284.95 MTN MUNCH 20130214 02/14/2013 185.98 MTN MUNCH 20130214 02/14/2013 Lunch for Cia Valve Class 20-59-6926 Education I Training 185.98

1,389.93

3889 03/07/2013 VERI - Verizon California 584 7389 201302 02/25/2013 48.94 5847389 201302 02/25/2013 Services 02/25/13 - 03/24/13 20-98-6920 Telephone 48.94

48.94

3890 03/07/2013 VERIWIRE - Verizon Wireless 9700467490 02/23/2013 35.11 9700467490 02/23/2013 Services 02/24/13 to 03/23/13 20-50-6920 Telephone 35.11

35.11

3891 03/07/2013 WESTWTR - Western Water Works



Check No. Check Date Vendor ID -Vendor Check Name CheckAmt Invoice No. Invoice Date Description GL Account number and description GLAmount Paid Amount

316321 -00 02/19/2013 838.40 316321 -00 02/19/2013 Nipples, Bushing, Adapter,Cplg 20-55-6250 Maintenance - Mains And Svcs 838.40 316932-00 02/15/2013 368.80 316932-00 02/15/2013 Shop Coat SBR Standard 20-55-6250 Maintenance - Mains And Svcs 368.80 317069-00 02/13/2013 96.25 317069-00 02/13/2013 2 Double Bale Ser Saddle 20-55-6250 Maintenance - Mains And Svcs 96.25

1,303.45

3892 03/07/2013 WSC - Water Systems Consulting, Inc. 0574R 02/01/2013 1,068.60 0574R 02/01/2013 WSC/Preliminary Engineerng Rpt 23-50-9025 Cap Outlay - Other Prf Svc 1,068.60

1,068.60

3893 03/07/2013 WWGRA - WW Grainger Inc 9063794078 02/11/2013 41.72 9063794078 02/11/2013 Red Brass Cross 1 in. 150 psi 20-55-6250 Maintenance - Mains And Svcs 41.72 9064281745 02/11/2013 49.15 9064281745 02/11/2013 Facial Tissue 3000pk 20-98-6220 Maint-Buildings And Grounds 49.15 9064359327 02/11/2013 53.64 9064359327 02/11/2013 Paper Towel 4000 pk 20-98-6220 Maint-Buildings And Grounds 53.64 9065342363 02/12/2013 58.86 9065342363 02/12/2013 Drum Pump, Hand, 3.2 oz. 20-50-6275 Maintenance- Water Treatment 58.86

203.37

3894 03/07/2013 03TAXCOL- Tax Collector San Bernardino County

120231832-2 02/28/2013 102.93 120231832-2 02/28/2013 0304126040000 Cherokee Well 20-96-6996 Property Taxes 102.93 120232133-2 02/28/2013 114.69 120232133-2 02/28/2013 0304175080000 Clinemiller Res 20-96-6996 Property Taxes 114.69 120232326-2 02/28/2013 70.08 120232326-2 02/28/2013 0304205090000 CBBL Fawnskin 20-96-6996 Property Taxes 70.08 120232327-2 02/28/2013 9,382.99 120232327-2 02/28/2013 0304205098000 Fawnskin 20-96-6996 Property Taxes 9,382.99 120235238-2 02/28/2013 17.22 120235238-2 02/28/2013 0306181200000 Cedar Reservoir 20-96-6996 Property Taxes 17.22 120246671-2 02/28/2013 16.72 120246671-2 02/28/2013 0309221340000 Knickerbocker 20-96-6996 Property Taxes 16.72 120248520-2 02/28/2013 77.18 120248520-2 02/28/2013 0310731040000 Wolf Reservoir 20-96-6996 Property Taxes 77.18 120248521-2 02/28/2013 12,203.69 120248521-2 02/28/2013 0310731048000 Moonridge 20-96-6996 Property Taxes 12,203.69 120260607-2 02/28/2013 109.18 120260607-2 02/28/2013 0315071230000 11th Lane Well 20-96-6996 Property Taxes 109.18 120260617-2 02/28/2013 87.89 120260617-2 02/28/2013 0315072220000 10th Lane 20-96-6996 Property Taxes 87.89 120260618-2 02/28/2013 26,175.37 120260618-2 02/28/2013 0315072228000 Sugarloaf/Erwin 20-96-6996 Property Taxes 26,175.37 120261924-2 02/28/2013 97.74 120261924-2 02/28/2013 0315175020000 F Lane Well 20-96-6996 Property Taxes 97.74 120262034-2 02/28/2013 130.47 120262034-2 02/28/2013 0315231150000 Lakewood Wells 20-96-6996 Property Taxes 130.47 120262385-2 02/28/2013 43.29 120262385-2 02/28/2013 0315361300000 Lake Williams 20-96-6996 Property Taxes 43.29 120262522-2 02/28/2013 69.28 120262522-2 02/28/2013 0315406090000 Skyview Well 20-96-6996 Property Taxes 69.28 120262523-2 02/28/2013 2,775.50 120262523-2 02/28/2013 0315406098000 Lake Williams 20-96-6996 Property Taxes 2,775.50 120262542-2 02/28/2013 89.65



Check No.

3895

3896

3897

3898

3899

3900

Page 9 of 15


120262542-2 120262587-2 120262587-2 120298868-2 120298868-2 120298869-2 120298869-2 120298883-2 120298883-2 120298890-2 120298890-2 120689587-2 120689587-2 120690946-2 120690946-2 120691477-2 120691477-2 120691689-2 120691689-2 120693412-2 120693412-2 120694719-2 120694719-2 120694784-2 120694784-2


02/28/2013 0315411210000 Monte Vista Well 02/28/2013 02/28/2013 0315416020000 Onyx Well 02/28/2013 02/28/2013 0336062390000 Apache 02/28/2013 02/28/2013 0336062398000 Rimforest 02/28/2013 02/28/2013 0336071208000 Rimforest 02/28/2013 02/28/2013 0336072090000 Government Reser 02/28/2013 02/28/2013 2328422010000 McAllister Boost 02/28/2013 02/28/2013 2350021 040000 La Crescenta Wei 02/28/2013 02/28/2013 2350361050000 Sawmill Well 02/28/2013 02/28/2013 2350403450000 Owen Well 02/28/2013 02/28/2013 2350522570000 Magnolia Booster 02/28/2013 02/28/2013 2350614060000 Maple Well 02/28/2013 02/28/2013 2350616220000 Barton Booster

03/07/2013 55CRESTW- Crestline-Lake Arrowhead Water Agency

20130225 02/25/2013 20130225 02/25/2013 Rimforest Water February 2013

03/07/2013 250021 250021

03/21/2013 20130311 20130311

03/21/2013

20130315 20130315

INLWTRWK- Inland Water Works 03/01/2013 03/01/2013 Galvanized Top Sect.,Valve Box

01 POST - US Postal Service 03/11/2013 03/11/2013 March 2013 Postage Permit #192

03RECORD -County Recorder San Bernardino

03/15/2013 03/15/2013 Lien Release Fees

03/21/2013 03VEHSVC -San Bernardino County GG 12/13 201 03/06/2013 GG 12/13 201 03/06/2013 Fuel 01/24/2013 to 02/21/2013

03/21/2013 55BVMUTW- Bear Valley Mutual Water Co 2624 02/21/2013


20-96-6996 Property Taxes













20-50-5940 Purchased Water

20-55-6250 Maintenance - Mains And Svcs



20-59-6362 Fuel

iONE



89.65 69.28

69.28 78.27

78.27 2,389.93

2,389.93 2,389.93

2,389.93 63.30

63.30 70.91

70.91 50.63

50.63 67.22

67.22 115.15

115.15 239.54

239.54 208.76

208.76 198.76

198.76

57,505.55

4,885.36 4,885.36

4,885.36

617.41 617.41

617.41

3,500.00 3,500.00

3,500.00

112.00 112.00

112.00

5,232.07 5,232.07

5,232.07

20.00



Check No.

3901

3902

3903

3904

3905

3906

3907

Page 10 of 15


2624

03/21/2013 388913 388913 389270 389270

03/21/2013

0018036 0018036

03/21/2013 40085528 40085528

Vendor ID ·Vendor Check Name Invoice Date Description

02/21/2013 Assessment of #133 of $2/share

ALLPRO - All Protection Alarm 03/01/2013 03/01/2013 Monitoring March 2013 03/01/2013 03/01/2013 Answering Serivce April 2013

AMERBLDG -American Building Janitorial, Inc.

03/07/2013 03/07/2013 Janitorial Services March 2013

AUTONOMY- AUTONOMY, INC. 02/26/2013 02/26/2013 Live Vault MMC Feb 2013

03/21/2013 BBCOFC- Big Bear Chamber of Commerce 3505 03/01/2013


20-59-6366 Licenses & Permits

20-98-6330 Contractual Services


20-98-6220 Maint-Buildings And Grounds


3505 03/01/2013 Membership Renewal 20-98-6926 Education /Training

03/21/2013 BBDISP- Big Bear Disposal Inc 292812 03/01/2013 292812 03/01/2013 March 2013

03/21/2013 698042 698042 698049 698049 698050 698050

03/21/2013 0070350000 201302 0070350000 201302 0792250000 201302 0792250000 201302 0892250000 201302 0892250000 201302 1282250000 201302 1282250000 201302 1592250000 201302 1592250000 201302 1682250000 201302 1682250000 201302 1769250000 201302 1769250000 201302 1792250000 201302

BBK - Best Best & Krieger LLP 03/12/2013 03/12/2013 Matter# 19361 .00005 03/12/2013 03/12/2013 Matter# 19361.0005A 03/12/2013 03/12/2013 Matter# 19361 .0005G

BVELEC - Bear Valley Electric 02/26/2013 02/26/2013 366 Glenwood Dr. 02/26/2013 02/26/2013 1Oth Ln W/End #5 02/28/2013 02/28/2013 Skyview Well Deadman Lk 02/28/2013 02/28/2013 East end Yosemite x Angels Cmp 02/26/2013 02/26/2013 Barton Ln Pump S/W Pine 02/26/2013 02/26/2013 39266 North Shore Dr. 02/28/2013 02/28/2013 Cline Miller PI Reservoir 02/26/2013

20-50-6370 RenULease Expense

20-98-6485 Professional Services - Legal



20-50-5560 Utilities - Electric







iONE


CheckAmt GLAmount

20.00

136.08

776.79

575.00

608.42

125.00

37.72

3,860.46

2,726.00

691 .50

1,698.65

1,167.77

84.60

12.38

4,100.99

11.52

376.81

Paid Amount

136.08

776.79

575.00

608.42

125.00

37.72

3,860.46

2,726.00

691 .50

1,698.65

1,167.77

84.60

12.38

4.100.99

11.52

376.81

147.31

20.00

912.87

575.00

608.42

125.00

37.72

7,277.96



Check No. Check Date Vendor ID -Vendor Check Name CheckAmt Invoice No. Invoice Date Description GL Account number and description GLAmount Paid Amount 1792250000 201302 02/26/2013 Lakewood #7 20-50-5560 Utilities - Electric 147.31 1892250000 201302 02/28/2013 382.87 1892250000 201302 02/28/2013 Onyx Way 20-50-5560 Utilities - Electric 382.87 2144650000 201302 02/28/2013 1,440.01 2144650000 201302 02/28/2013 Cherokee Well 20-50-5560 Utilities- Electric 1,440.01 2362250000 201302 02/28/2013 16.90 2362250000 201302 02/28/2013 Cedar Lake Reservoir 20-50-5560 Utilities - Electric 16.90 2592250000 201302 02/26/2013 616.59 2592250000 201302 02/26/2013 Magnolia Ln Booster N/W Sun 20-50-5560 Utilities - Electric 616.59 2792250000 201302 02/26/2013 25.05 2792250000 201302 02/26/2013 10th Ln- #27 Well 20-50-5560 Utilities- Electric 25.05 2892250000 201302 02/28/2013 468.56 2892250000 201302 02/28/2013 Well Monte Vista Dr 20-50-5560 Utilities - Electric 468.56 3592250000 201302 02/26/2013 3,237.04 3592250000 201302 02/26/2013 Magnolia Ln & Sunset Ln 20-50-5560 Utilities - Electric 3,237.04 3792250000 201302 02/26/2013 881 .66 3792250000 201302 02/26/2013 1oth Ln North 20-50-5560 Utilities - Electric 881 .66 3982250000 201302 02/26/2013 346.98 3982250000 201302 02/26/2013 Division #5 20-50-5560 Utilities - Electric 346.98 4236550000 201302 02/28/2013 41 .13 4236550000 201302 02/28/2013 Division Booster Meter 20-50-5560 Utilities - Electric 41 .13 4982250000 201302 02/26/201 3 135.10 4982250000 201302 02/26/2013 Division #4 20-50-5560 Utilities - Electric 135.10 5182250000 201302 02/28/2013 85.63 5182250000 201302 02/28/2013 Clover/Club View Pump 20-50-5560 Utilities - Electric 85.63 5206250000 201302 02/26/2013 1,175.27 5206250000 201302 02/26/2013 Lake Plant Well #5 behind CVS 20-50-5560 Utilities - Electric 1,175.27 6071184143 201302 02/28/2013 3,103.15 6071184143 201302 02/28/2013 42136 1/2 Big Bear Bl 20-50-5560 Utilities - Electric 3,103.15 6182250000 201302 02/28/2013 1,082.15 6182250000 201302 02/28/2013 Lassen Well-A Booster 20-50-5560 Utilities - Electric 1,082.15 6206250000 201302 02/26/2013 3,973.61 6206250000 201302 02/26/2013 Division #2 20-50-5560 Utilities - Electric 3,973.61 6592250000 201302 02/26/2013 935.96 6592250000 201302 02/26/2013 Booster Santa Barbara Av 20-50-5560 Utilities - Electric 935.96 6682250000 201302 02/28/2013 123.33 6682250000 201302 02/28/2013 Coontank N/Pineyridge 20-50-5560 Utilities - Electric 123.33 6792250000 201302 02/26/2013 75.38 6792250000 201302 02/26/2013 Lakewood #6 Well 20-50-5560 Utilities - Electric 75.38 7183450000 201302 02/28/2013 17.15 7183450000 201302 02/28/2013 370 Canvasback Rd 20-50-5560 Utilities - Electric 17.15 7323350000 201302 02/28/2013 65.89 7323350000 201302 02/28/2013 39218 1/2 Cedar Dell 20-50-5560 Utilities - Electric 65.89 7792250000 201302 02/28/2013 207.37 7792250000 201302 02/28/2013 North end of A Ln 20-50-5560 Utilities - Electric 207.37 7982250000 201302 02/26/2013 1,946.80 7982250000 201302 02/26/2013 North Shore Dr. Well #7 20-50-5560 Utilities - Electric 1,946.80 8240450000 201302 02/28/2013 1,309.40 8240450000 201302 02/28/2013 McAlister Rd & Fox Farm 20-50-5560 Utilities - Electric 1,309.40 8776250000 201302 02/28/2013 63.25 8776250000 201302 02/28/2013 Prv Station Moonridge Rd 20-50-5560 Utilities - Electric 63.25 8982250000 201302 02/28/2013 1,805.97 8982250000 201302 02/28/2013 Div #6 Well Div/North Shore Dr 20-50-5560 Utilities - Electric 1,805.97 9582250000 201302 02/28/2013 231 .09 9582250000 201302 02/28/2013 North Shore Dr #1 20-50-5560 Utilities - Electric 231.09

31,393.32 3908 03/21/2013 BYRDIND - Byrd Industrial Electronics

1207-05 03/01 /2013 1,087.92 1207-05 03/01/2013 Emerg Rprofthe Mnrdg Station 20-50-6245 Maintenance- Telemetry 1,087.92



Check No.

3909

3910

3911

3912

3913

3914

3915

3916

3917

3918

Page 12 of 15


03/21/2013 91663 91663

03/21/2013 0072449 201303 0072449 201303 0124497 201303 0124497 201303

03/21/2013 10-81206-30-0000009 1 0-81206-30-0000009 1 0-81206-30-0000009

03/21/2013

81-2128807 81-2128807

Vendor ID - Vendor Check Name Invoice Date Description

CANON -Canon 03/01/2013 03/01/2013 Copier Maint.03/13 Usage 02/13

CHARTER - Charter Communications 03/06/2013 03/06/2013 Cable TV 03/16/13- 04/15/13 03/07/2013 03/07/2013 Internet Serv. 03/16-04/15/13

CONVERSE -Converse Consultants 03/01/2013 03/01/2013 Converse Cons./Compaction Test 03/01/2013 Converse Cons./Compaction Test

DATAQ- DataQuick lnfomation Systems, Inc.

03/01/2013 03/01/2013 Period 02/01 to 02/28/13

03/21/2013 DELAP- De Lap Rosemary E 852718 03/14/2013 852718 03/14/2013 Key & M.K.

03/21/2013

03/21/2013

5874 5874

20130303 20130303

03/21/2013 2-200-98840 2-200-98840

03/21/2013 20130313 20130313

03/21/2013 20130313 20130313

DIY - DIY Home Center 02/26/2013 02/26/2013 Closed S Hkzn Leight Sal

ElCHO - Diana Eichenlaub 03/03/2013 03/03/2013 Liquid Soap

FEDEXP - FedEx 03/08/2013 03/08/2013 WRDA Shipping

FIELDASSET- FIELD ASSET SERVICES 03/13/2013 03/13/2013 8ackdatd final-38793 Waterview

FISHC -Cory Fish 03/13/2013 03/13/2013 Deposit Refund-824 Elm St.


20-90-6230 Maintenance- Equipment


20-98-6920 Telephone

22-98-9000 USDA Spending 23-98-9000 USDA Spending



20-55-6215 Maintenance- Hydrants

20-98-6930 Special Dept Expense




iONE


CheckAmt GL Amount

180.52

64.53

1,125.00

1,359.50 22.00

75.00

18.50

3.87

53.46

31 .52

4.31

29.89

Paid Amount

180.52

64.53

1,125.00

1,381 .50

75.00

18.50

3.87

53.46

31.52

4.31

29.89

1,087.92

180.52

1,189.53

1,381.50

75.00

18.50

3.87

53.46

31.52

4.31



Check No.

3919

3920

3921

3922

3923

3924

3925

3926

3927

3928

Page 13 of 15


03/21/2013

03/21/2013

3 3

20130307 20130307


HARDERT- Thomas Harder & Co., Inc. 03/04/2013 03/04/2013 T. Harder/Hydrogeological Cons

JADINLLC - Jadin LLC 03/07/2013 03/07/2013 Overpayment-820 Leonard

03/21/2013 LAMSONR- Reginald Lamson 1165457879 03/14/2013 1165457879 03/14/2013 Cell Phone Reimb.Dec,Jan,Feb13

03/21/2013 LARSENP- Philip Larsen 20120927 09/27/2012 20120927 09/27/2012 Overpayments-40275 Big Bear B

20120927A 09/27/2012 20120927A 09/27/2012 Overpmt-40271 Big Bear Bl 201209278 09/27/2012 201209278 09/27/2012 Overpmt-40270 Mill Creek Rd

03/21/2013 20130318 20130318

03/21/2013 20130305 20130305

03/21/2013 H3831196 H3831196

03/21/2013 20130307 20130307

MORANJ - Janet Moran 03/18/2013 03/18/2013 Toilet Rebate

MTNNEWS - Mountain News 03/05/2013 03/05/2013 1 yr Subscription

NEOPOST- Mailfinance, Inc. 02/24/2013 02/24/2013 Lease Paymnt 02/28/13-03/27/13

PRIETOC - Christy Prieto 03/07/2013 03/07/2013 Deposit Refund-183 Los Angeles

03/21/2013 SAMENT- Sam Enterprises

03/21/2013

31213 02/28/2013 31213 02/28/2013 Demerge

5197

SBCERA - SB COUNTY EMPLOYEES RETIREMENT ASSOCIATION

03/14/2013


23-50-9025 Cap Outlay - Other Prf Svc







20-98-6927 Memberships, Dues, Subcript

20-90-6370 Rent/Lease Expense


20-50-5175 Chemicals/Filter Material

iONE



29.89

874.34 874.34

874.34

81 .32 81.32

81.32

119.85 119.85

119.85

48.12 48.12

48.12 48.12

81.32 81.32

177.56

97.95 97.95

97.95

29.95 29.95

29.95

532.49 532.49

532.49

34.30 34.30

34.30

9.50 9.50

9.50

33,605.59



Check No.

3929

3930

3931

3932

3933

3946

3947

3948

3949

Page 14of15


5197

03/21/2013

20130314 20130314

03/21/2013 018631 018631 018637 018637 018639 018639

03/21/2013 210412 210412

03/21/2013

2013-1038 2013-1038

03/21/2013 181-1047 201303 181-1047 201303 197-5050 201303 197-5050 201303 197-5050 201303

03/21/2013 9700919158 9700919158

Vendor 10 -Vendor Check Name Invoice Date Description

03/14/2013 Emp Pension PP6 (PPE 03/08/13)

SBPUBEMP -San Bernardino Publ Empl As soc

03/14/2013 03/14/2013 Union Dues PPE 03/08/13

STOCAUTO - Stock's Automotive Inc. 02/27/2013 02/27/2013 Rep. Serp Belts, Serv. Diff. 03/01/2013 03/01/2013 Repair Wipers not working 03/01/2013 03/01/2013 Loss of coolant into oil systm

SUNRISEFD -SUNRISE FORD 03/05/2013 03/05/2013 Diesel Oil & Filter Change

TRANWARE -TRANSACTION WAREHOUSE, INC.

03/04/2013 03/04/2013 Web Payment Trans. Fee 02/2013

VERI - Verizon California 03/01/2013 03/01/2013 Services March 2013 03/01/2013 03/01/2013 Services March 2013 03/01/2013 Services March 2013

VERIWIRE - Verizon Wireless 03/02/2013 03/02/2013 Services 03/03/13 to 04/02/13

03/21/2013 VICKR- Russ Vickery 20130315 03/15/2013 20130315 03/15/2013 Wtr Trtmnt Cert Reimbursement

03/21/2013 20130311 20130311

03/21/2013 20130307

WADDELLR- Robert and Laura Waddell 03/11/2013 03/11/2013 Well Lease March 2013

WELCHL- Linda Welch 03/07/2013

GL Account number and description 20-00-2045 Payroll Liabilities








20-98-6920 Telephone 20-50-6920 Telephone


20-59-6926 Education I Training

20-50-6370 Rent/Lease Expense

iONE


CheckAmt GLAmount

33,605.59

224.96

549.78

415.98

911.15

125.49

568.40

41 .81

767.79 289.44

114.14

55.00

4,000.00

Paid Amount

33,605.59

224.96

549.78

415.98

911 .15

125.49

568.40

41.81

1,057.23

114.14

55.00

4,000.00

13.70

224.96

1,876.91

125.49

568.40

1,099.04

114.14

55.00

4,000.00



Check No.

3950

3951

3952

3953


20130307

03/21/2013 20130311 20130311


03/07/2013 Deposit Refund-663 Highland/Sg

WILLIAMSON! - lan Williamson 03/11/2013 03/11/2013 Toilet Rebate 597 Wabash

03/21/2013 WSC- Water Systems Consulting, Inc. 0594 03/01/2013 0594 03/01/2013 WSC Construction Mgmt.Feb.2013 0594 03/01/2013 WSC Construction Mgmt.Feb.2013 0596 03/01/2013 0596 03/01/2013 WSC/USDA Prelim. Eng. Rpt. 595 03/01/2013 595 03/01/2013 WSC/Atlas Map Update

03/21/2013 WWGRA- WW Grainger Inc 9078077980 02/27/2013 9078077980 02/27/2013 2 Pk 50 Can Liners, Drum Pump 9078077980 02/27/2013 2 Pk 50 Can Liners, Drum Pump 9083635590 03/05/2013 9083635590 03/05/2013 6 Plastic Blue Bin Boxes

03/21/2013 KWATTS- Kenneth Wayne Watts 20130313-1 03/13/2013 20130313-1 03/13/2013 Technical Support

Number of Checks : 101

Page 15 of 15

GL Account number and description 19-00-2221 Deposit Refunds Pending


22-98-9000 USDA Spending 23-98-9000 USDA Spending

23-50-9025 Cap Outlay • Other Prf Svc

22-55-9025 Cap Outlay • Other Prf Svc

20-98-6220 Maint-Buildings And Grounds 20-50-6275 Maintenance- Water Treatment


20-98-6420 Professional Services· Data/Internet

iONE


CheckAmt GL Amount

13.70

100.00

5,256.79 1,063.44

9,143.70

5,266.26

93.44 58.86

50.15

10,400.00

Paid Amount

100.00

6,320.23

9,143.70

5,266.26

13.70

100.00

20,730.19

152.30

50.15

202.45

10,400.00

Check Register Total:

10,400.00

427,300.17


DATE:

TO:

FROM:

RE:

Background:

AGENDA REPORT

Service, Quality, Commuu ity

April23, 2013


Reginald A. Lamson, General Manager M1.

Proposed Five Year CIP

2.2

Alda Inc. has been working with DWP staff to develop a new five year Capital Improvement Plan (CIP). During the water model update, Anibal and staff determined that there were some inconsistencies in the elevation information of some ofDWP's facilities. DWP received four proposals to survey fifty facilities throughout the valley so that the revised water model would have consistent information. The survey fees ranged from $9,000 to $28,000 and staff decided to obtain the information with in-house labor to minimize cost. Unfortunately, staff has not obtained the data in a timely manner and this has delayed the project.

Staff should have the remaining elevation data to Alda Inc. by April 26, 2013. Staff has evaluated system weaknesses and has developed projects that will improve operational efficiency, improve fire protection and address quality and quantity issues. The proposed projects for fiscal year 2013114 and 2014115 are the 1.0 MG Angels Camp Reservoir and Pipeline (2013114 Design and Construction), the Anastt·e Creek Well and Well Pumping Plant and Pipeline (2013/14 Design and Construction), and Klamath Booster Pumping Plant and Pipeline (20 13/14 Design, 2014115 Construction).

The proposed Angels Camp Reservoir and 12-inch Connecting Pipeline will provide gravity storage and fire protection for the Upper Sugarloaf Area and supply water through pressure reducer valves and fire flow to the Lower Sugarloaf area. Cunently the Upper and Lower Sugarloaf pressure zones are pressurized via booster stations operating 24/7. The backup pressure and fire storage for these two pressure zones is the Yosemite Reservoir, which is located 201 feet higher than the proposed Angels Camp Reservoir. The new Magnolia Well Pumping Plant is designed to pump to the proposed Angels Camp Reservoir. The Magnolia Well Pumping Plant has sufficient capacity to supply Upper and Lower Sugarloaf pressure zones and supply the amount of water that is typically transfened from the East side of our system to the high demand West side of our system. Once the Angels Camp Reservoir is constructed, the Balion and Magnolia Booster Pumping Plants can be placed on stand-by. The new Magnolia Well Pumping Plant will operate an average of 18 hours per day to meet these demands. The power cost savings for constructing the Angels Camp Reservoir, in conjunction with the operation of the new Magnolia Well Pumping Plant is $51,000 per year. The estimated total project cost for the Angels Camp Reservoir and Pipeline is $1,700,000.

Proposed Five Year CIP April23, 2013 Page 2 of3

The proposed Arrastre Creek Well, Well Pumping Plant and 8-inch Connecting Pipeline will provide water supply to the Lake William service area. The Lake William service area is cunently served via three low capacity, marginal water quality well pumping plants. During extended periods of drought, the water table lowers and the pumping capacity of the wells decreases. The County placed a building moratorium on the Lake William service area in 2007, due to the supply capacity of the three existing well pumping plants. The proposed AtTastre Creek Well Pumping Plant would be constructed at the southeast corner of Camp Oakes. This is an aquifer that DWP does not cunently use and it has excellent water quality. The estimated perennial yield of the Upper Arrastre Creek Basin is about 500 AF/year. The combined demand of Camp Oakes and the Lake William service area is estimated at 80 AF/year. The proposed Arrastre Creek Well Pumping Plant is estimated to have a capacity of200 GPM, which means it will be able to meet the average Lake William demand by pumping 1.5 hours per day. Also, Camp Oakes has expressed interest in connecting to our system, which would be a good commercial customer. The estimated total project cost for the Arrastre Creek Well Pumping Plant and Pipeline is $2,500,000.

Since 1989, The Lake William customers have paid $155,777 for capital improvements through rates, $225,783 for capital improvements through capacity charges and $144,500 in standby fees for a total of$526,060. Since 1989, DWP has spent $177,488 on capital improvements in the Lake William service area, leaving a net excess of $348,572. There is a potential of 118 parcels that could result in capacity charges totaling $999,738. Potential capacity charges plus excess capital improvement money equals $1,348,310. This results in a shmifall of $1,151,690 to fund the Arrastre Creek Well Pumping Plant and Pipeline Project. The shmifall can be paid for by creating a special service charge and/or capacity charge for the Lake William service area. Also, a pmiion ofthe USDA funding may be a grant, which could be used to fund a pmiion of this well project. Because of the marginal well quality and quantity and the 2007 building moratorium, staff feels that this is a high priority project.

The proposed Klamath Booster Pumping Plant and 8-inch Connecting Pipeline will provide increased efficiency when transferring water from East side of our system to the high demand West side of our system. Cunently water transfers are lifted to the Yosemite Reservoir and then the water flows through pressure reducing stations into the Wolf Reservoir. The proposed Klamath Booster Pumping Plant will pump directly to the Wolf Reservoir, which will reduce the lift by 112 feet. We will also have the option of supplying the Yosemite Reservoir via the Santa Barbara Booster Pumping Plant or the Wolf Booster Pumping Plant, whichever is more cost effective. These operational changes will result in a power cost savings of $6,040 per year. The estimated total project cost for the Klamath Booster Pumping Plant and Pipeline is $900,000. Staff is proposing to fund the design of the Klamath Booster Pumping Plant in fiscal year 2013/14 and to fund construction with DWP capital replacement funds in fiscal year 2014/15.

Proposed Five Year CIP April23, 2013 Page 3 of3

Assuming DWP obtains a $4,000,000 loan/grant, the draft Five Year CIP would be as follows:

2013/14 ($2,800,000): Angels Camp Reservoir and Pipeline Arrastre Creek Well and Well Pumping Plant and Pipeline Klamath Booster Pumping Plant and Pipeline (Design Only) Erwin Lake Pipeline Replacements, DWP staff Miscellaneous DWP in-house projects (plant improvements) DWP meter replacements

2014/15 ($3,200,000): Klamath Booster Pumping Plant and Pipeline (Construction Only) Reservoir Retrofit and Coating Miscellaneous DWP in-house projects (pipeline replacements and pumping plant improvements) D WP meter replacements

2015116 ($1,400,000): 1-Mile Pipeline Replacements Miscellaneous DWP in-house projects (pumping plant improvements) DWP meter replacements

2016/17 ($1 ,500,000): 1-Mile Pipeline Replacements Reservoir Retrofit and Coating Miscellaneous DWP in-house projects (pumping plant improvements) DWP meter replacements

2017/18 ($1,700,000): 1.5-Miles Pipeline Replacements Miscellaneous DWP in-house projects (pumping plant improvements) DWP meter replacements

Additional capital improvement project detail for fiscal years 2014115-2017118 will be provided once the CIP is completed. The Five Year CIP will be presented for Board consideration at the regular June Board meeting.

Financial Impact:

The fiscal impact for the proposed Five Year CIP is $10,600,000. Each project will be presented to the Board for formal approval as each project is ready for design or construction.

Recommendation:

Approve the proposed Five Year CIP with the understanding the additional detail will be presented at the regular June Board meeting.

AGENDA REPORT

2.3


DATE: April23, 2013


FROM: Reginald A. Lamson, General Manager

PREPARED BY: Bill LaHaye, Contracts & Water Conservation Manager

RE: Award Contract for the 2013 USDA Funded Engineering Design Services

Background:

Proposals for the 2013 engineering design services were due April15, 2013. We received four proposals :fi·om Carollo, RBF, WSC, Inc. and a collaboration of ALDA and Albert A. Webb & Associates. Staff reviewed the proposals, independent of the fee estimates, later that same week. Upon completion of the reviews and after we met to discuss the proposals, staff detennined that WSC, Inc. provided the best package of engineering design services for our needs. Constmction Engineering services are not included in this proposal.

Financial Impact:

Funding for this project will come from reserves in the amount of$368,663 312,128. Staff anticipates being reimbursed by the USDA for this wodc, assuming the USDA awards the DWP a 2013 loan/grant.

Recommendation:

1) Award the 2013 Engineering Design Services contract to WSC, Inc., in the amount of$368,663 312,128 and budget intemally for a 5% contingency for a total amount of$387,096 327,734.

2) Instmct staff to issue th~ notice to proceed.

3) Approve the budget adjustment attached as Exhibit A.

4/22/2013

Mr. Reggie Lamson Big Bear Lake DWP P.O. Box 1929 Big Bear Lake, CA 92315 Delivered Via Email

WATER SYSTEMS CoNSULTING, INC.

SUBJECT: REVISION TO PROPOSAL TO PROVIDE PROFESSIONAL ENGINEERING DESIGN SERVICES FOR

THE 2013 WATER SYSTEM IMPROVEMENT PROJECTS

Dear Reggie,

Per our discussion, we are providing a revised scope and fee for the 2013 Water System Improvements

to reflect the removal of the Klamath Booster Station and Pipeline project. A revised scope of work and

fee estimate is attached that supersedes the previous scope and fee estimates provided with our

original proposal on April15, 2013 and with our clarification letter of April17, 2013.

We welcome the opportunity to discuss these clarifications with you in more detail, and to answer any

questions you may have. Feel free to contact Jeff at {805) 457-8833 ext. 101 or Laine at {951) 880-0415

ext. 1. You can also email us at [email protected] and [email protected]. Thank you again for

this opportunity, and we look forward to your response.

Sincerely,

Water Systems Consulting, Inc.

Jl Jeffery M. Szytel, P.E., M.S., M.B.A. President I CEO

Attachments:

Revised Scope of Work Revised Fee Estimate

Laine Carlson, P.E. Project Manager

PO Box 71086 I Riverside, CA 92513 I Phone: (951) 880-0415 I Fax: (951) 346-3502 I www.wsc-inc.com

BBLDWP - 2013 Water System Improvement Projects Revised Time :md Materials Not to Exceed Fee 4/22/2013

Task No. Task Description

Bfllinr:J rates, S/hr 0 Pro'cct Mana cmcnt and Quail Control

0.1 Project Administration

0.2 QA/QC 1 Mcetlnr.s and Coordination

1.1 Kick-Off Meeting 1.2 Workshoo 1: Prellmln~_!Y_Pesl n Review 1.3 Workshop 2: Final Desi n Review 1.4 Conference Call 2 Preliminary Ent:lneerlng

2.1 Soils lnvestiRatlon 2.2 Prepare Geotechnical Report 2.3 Topographical SUIVCV

2.4 Pro e Ac uisltlon 2.5 Utility Research 2.6 Potholln 2.7 Hydrology Analysis Phase 1 and Phast! 2) 3 Permittlnr: Succort

3.1 CEOA/NEPA Documentation Support 3.2 Permit Support 4 Angel's C3mp Reservoir

4.1 ReseNo!r Plans 4.2 ReseNolr Specifications 4.3 0 inion of Probable Construction Cost 4.4 Draft Desi n Submittal 4.5 Draft Final Desl n Submittal 4.6 Final Desl n Submittal

Principal Project

Moanacer

5235 $185 0 16

16

0 24 6 8 8 2

0 11

1 1 4 2 1 2

0 1

1 7 41

19 10

1 6 2 2 2 2 2 2

s Ancel's tamp & Arr.~stre Creek Transmission Mains 7 49 5.1 Transmission Mi!ln Plans 29 5.2 Tranmlssion MainS eclflcatlons 12 5.3 0 Inion of Probable Construction Cost 1 2 5.4 Draft Deslftn Submittal 2 2 s.s Draft Final Desi n Submittal 2 2 5.6 Final Desl n Submittal 2 2 6 Arrastre Creek Pum In Plant 7 46

6.1 Well Plans 20 6.2 Weii _Sp_eclflcatlons 14 6.3 Opinion of Probable Construction Cost 1 6 6.4 Draft Oeshm Submittal 2 2 6.5 Draft Fin<~l Dcsi n Submittal 2 2 6.6 Final Oll!!sl n Submittal 2 2 7 Bid Phase Sucport 0 46

7.1 BiddlnR 1 7.2 Attend Pre-Bid Conference 15 7.3 Addenda Preparation 14 7.4 Acccctabllltv Evaluation 2 7.5 Bid Recommendation 6 7.6 Conformed Contract Document Preparation 8

Column Totals! ul

wsc

Senior Intern/ QA/QC

Project Staff CAD

Clerlcoal/

Engineer Eneineer Encineer

Tech Admin

5180 $152 $133 $85 $80 30 10 0 0 u

10 12 30 0 36 0 0 0

8 12 12 4

1 25 0 24 0 2 1 3 8 4 24 3

1 4 0 8 0 0 0

8 8.5 42 53 116 0 8.5 20 31 92

8 12 8 4 2 2 8 2 2 8 2 2 8

7 40 93 187 0 7 19 70 163

11 15 4 2 2 2 8 2 2 8 2 2 8

0 47 53 141 0 19 20 117 14 23 8 4 2 2 8 2 2 8 2 2 8

6 19 28 30 0 3 3

10 10 12 2 3 3 3 2 s 1 1 10 15

m! ••sl

JCillton Converse Map co

Allshouse PACE AlL FIRMS

Engineerlne Engineerlne

Total Labor Total Expenses Fee Fee Fee Fee Fee Total Fee Total Fee

Hours labor

68 $10 844 $1,000 $11,844 $0 $0 $0 $0 $ $11,844 38 $5,444 $500 $5,944 $0 so so $0 s $5,944 30 $S,400 $SOO $5,900 so so so so s $S,900 60 S9,918 $900 $10,818 S334 so so so $ $11.152 14 $2.328 $200 $2,528 so so $0 so s $2,528 20 $3,306 S300 $3,606 S167 so so so s S3,n3 20 $3,306 S300 $3,606 S167 so so so $ $3,773 6 S979 S100 S1.079 so so so $0 s $1.079 61 $8,058 $1,400 S9,4S8 so S25,690 S43,615 so s 20,162 S98,925 2 $304 so S304 so $1S.628 so so $ $15,932 2 $337 $0 $337 so $10.063 so so s $10.400 4 S641 S100 S741 so so S41,890 so s S42 631 12 $1.957 S200 $2,157 so so so so s $2,157 30 $3.019 $300 $3,319 so so so $0 s $3,319 4 S641 S100 $741 so so $1,725 so s $2,466 7 $1,159 $700 $1.8S9 so so $0 so $ 20,162 $22,020

• $1,401 S100 S1.S01 so s o s o so s $1,501 0 so so so so so $0 so s so 9 $1,401 $100 $1,501 so so so so s $1,501

267,5 $34,063 S4,900 S38,963 S2,83S so so so s S41,798 170.S $20,033 $1.800 $21,833 $2,168 so so so s $24,001

30 $4,665 S400 SS,06S S667 so so so s $5,732 19 $3,095 $300 $3,395 so so so so s $3.395 16 S2.091 ssoo S2.891 so so so so s $2,891 16 $2,091 $800 $2.891 so so so so s $2,891 16 $2,091 $800 $2.891 so so so so s $2,891 383 $46,326 $S,900 $S2,226 $0 so so so s $52,226

288 $32,685 S2,900 $35,585 so so so so s $35 585 38 SS.890 ssoo S6.390 so so so so s S6.390 9 $1,480 S100 $1,S80 so so so so s $1,580 16 S2.091 ssoo S2,891 so so so so s $2,891 16 $2,091 $800 $2,891 so so so so s $2,891 16 S2,091 ssoo S2,891 so so so so s $2,891

294 $36,34S $S,100 $41,445 $23,49S s o so $6,680 s $71,619 176 S19198 $1,700 $20,898 S1S.491 so so S4.870 s $41,2S9 51 $7,781 $700 $8,481 $6,337 so so $1,810 $ $16,627 19 $3,095 S300 $3,39S $1,668 so so $0 s $5,062 16 $2.091 ssoo $2,891 so so so so s $2,891 16 $2,091 $800 $2,891 so $0 so $0 s $2,891 16 $2,091 $800 $2,891 so so so so s $2,891

129 $18,764 $4,300 $23,064 so so $0 so s $23,064

7 $896 S100 S996 so so so so s $996 15 $2.779 $300 $3,079 so so so so s $3,079 46 S6.464 S600 S7,064 so so so so s S7.064 10 $1,586 $100 S1.686 so so so so s $1,686 16 S2.621 S200 S2,821 so so so so s $2,821 35 $4.419 S3.000 S7.419 so so so so s $7.419

1271.5! $165,719! $23,600! $189,3191 S26,663! S25,690! S43,615! s 6,68o I s 2o,162 I s3u,12al

I Tobl Cost I $312,128

I Scope of Work

Scope of Work- Revised April 22, 2013

TASKO.O PROJECT MANAGEMENT AND QUALITY CONTROL 0.1 Project Administration

~ Prepare project schedule and update as-required based upon actual progress and BBLDWP

direction. Submit revised schedules to BBLDWP as necessary. Prepare monthly progress reports

with project invoices.

0.2 QA/QC

~ WSC will provide comprehensive quality control of the work items being prepared for delivery to

BBLDWP.

TASK 1.0 MEETINGS AND COORDINATION Agendas and meeting materials will be provided at least two (2) working days prior to the each meeting

and electronic copies of notes with action items and assignments will be provided within one week

following the meetings.

1.1 l<ick-Off Meeting

~ WSC will plan, organize and conduct one kickoff meeting. The purpose of the Kickoff Meeting

will be to: (1) establish roles and responsibilities; (2) review scope, schedule and deliverables;

and (3) review available data and establish data needs. The budget is based on one (1) two hour

meeting attended by WSC's Project Manager and Project Engineer.

1.2 Workshop 1: Preliminary Design Review

~ WSC will plan, organize and conduct Workshop #1 to present key components of the Draft

Design and collect BBLDWP comments on the Draft Design Submittal. The budget is based on

one (1), four (4) hour workshop attended by WSC's Project Manager, Project Engineer and

electrical engineer (J. Calton Engineering) by phone for one (1) hour of the meeting.

1.3 Workshop 2: Final Design Review

~ WSC will plan, organize and conduct Workshop #2 to present key components of the Final

Design and collect BBLDWP comments on the Final Design Submittal. The budget is based on



1.4 Conference Call: As-Needed

~ WSC will plan, organize and conduct one conference call. The purpose of this call is to allow

time, to review project status, discuss comments, discuss options for the Arrastre Creek pipeline

alignment alternatives or address other issues that may require coordination. The budget is

based on one (1) two (2) hour call attended by WSC's Project Manager and Project Engineer.

2013 Water System Improvements 12 Big Bear Lake Department of Water and Power

TASK2.0 PRELIMINARY ENGINEERING 2.1 Soils Investigation


);> WSC's geotechnical subconsultant, Converse Consultants (Converse), will review available

geotechnical data for the project area and evaluate subsurface conditions for the proposed

project. Converse recommends drilling exploratory borings as shown in the table below. The

borings will be drilled to the depth shown, or to refusal, whichever is shallower.

Item Total ##of borings I depth (ft)

Angel's Camp Reservoir Site 1/50'; 1/10'

Arrastre Creek Well Pumping Plant 1/20';1/10'

Transmission Main (9,150 feet) 11/10' (each)

);> The field and laboratory data will be reviewed by a Registered Geotechnical Engineer, and

evaluated to develop geotechnical recommendations for the design and construction of the

reservoir, well and pipelines.

2.2 Prepare Geotechnical Report

);> Converse will prepare a project geotechnical report based on the subsurface exploratory

borings, laboratory evaluations, analysis performed in Task 2.1 and will include the following:

o Project and site descriptions

o A description ofthe field procedures used in the investigation

o A discussion of the materials encountered in the exploratory borings and their

engineering properties

o Boring logs and location maps

o Depth to groundwater, if encountered, and its impact on the proposed project

o Discussion on the laboratory testing procedures and results, including soils corrosivity

o Site geology and faulting

o Site coefficient (per 2010 CBC Standards)

o Anticipated horizontal acceleration based on 10% probability in 50 years

o Response spectra at 0.5%, 2%, 55 and 10% damping including spectral velocity curves

o Discussion of soils excavatability along the pipe alignment

o Suitability of on-site material for use as backfill

o Evaluation of stability of temporary trench excavation and shoring recommendations

o Pipe trench sub-grade preparation

o Pipe trench excavation backfill recommendations

o Bedding requirements for the pipe

o Grading recommendations

o Allowable soil bearing pressures for CMU building foundation and thrust block design

o Reservoir foundation design recommendations

o Lateral earth pressure, bearing pressures, and uplift forces for the design of vaults


2.3 Topographical Survey

Scope of Work - Revised April 22, 2013

)o> WSC's survey subconsultant, Mapco/Transtech (Mapco}, will conduct record map research to

identify boundary monuments within the proposed project areas. Mapco will perform aerial

and ground topographic survey as needed to prepare project base maps which include the

following components: 1-foot contours, street centerline, R/W lines, property lines, property

corners, easement lines, buildings, tree locations (6" and largerL fallen tree locations (12" and

larger}, edge of pavement, walks, curbs, surface evidence of utilities, and other pertinent

surface features. The horizontal and vertical datum will be based in conformance with San

Bernardino County standards for horizontal and vertical control (as applicable}.

)o> Mapco will incorporate the existing Zimmerman easement survey into the project base map.

)o> Mapco will initially provide aerial survey ofthe Arrastre Creek Transmission Main alignment

options, once an alternative is selected, Mapco will proceed with the detailed ground survey.

)o> It is assumed that tie-out of monuments for replacement will be performed during the

construction phase and is therefore not included. The budget is based on Mapco being able to

locate sufficient boundary monuments to establish boundary lines in the project area.

2.4 Property Acquisition

)o> WSC will prepare one (1} location map per project showing recommended permanent

easements, temporary construction easements and Arrastre Creek Well site property to be

acquired by BBLDWP. Three (3} hardcopies of each map will be provided.

)o> It is assumed BBLDWP will procure easements and property from the respective property

owners. WSC will proceed with ground survey and design of the Arrastre Creek Pumping Plant

and Transmission Main once BBLDWP authorizes WSC in writing of selected locations.

)o> Mapco will prepare legal descriptions and plats for the Arrastre Creek Well site and

Transmission Main easement. A Record of Survey will be prepared for the well site.

)o> Mapco will set well site property corners for the well drillers to determine well location.

)o> Mapco will set approximate construction stake lathe along the Angel's Camp Property.

2.5 Utility Research

)o> WSC will investigate utilities in the project area. The project areas likely contain multiple

utilities including water mains, sewer mains, gas mains, communication lines, overhead and

underground electrical facilities. WSC will depict existing utilities to Level Cas defined in ASCE

Standard 38-02 on the project base drawings.

2.6 Potholing

)o> WSC will determine critical utility crossings and connection points that require potholing and

will provide maps ofthese areas to BBLDWP to perform the potholing. It is anticipated BBLDWP

will utilize swing tie measurements to locate the pothole and record utility depths below ground

surface. WSC anticipates the potholing will be performed within one (1} week of request. The

budget includes Mapco collecting swing tie locations from three (3} pothole locations for

incorporation into the final plan set.


2.7 Hydrology Analysis and Watershed Mapping


WSC anticipates that a Floodplain Hydraulic Analysis to determine flood elevations in the channel on the

Angel's Camp Reservoir site may not be necessary and recommends a phased approach to the hydrology

analysis.

)> Phase 1: WSC's subconsultant, PACE, will perform a hydrology analysis for the project offsite

tributary watershed to determine the peak flowrate on the Angel's Camp Reservoir site for the

design storm event {assumed to be 100-year event). Existing available digital topography {USGS

Quad map{s) in combination with a 10-ft contour aerial terrain map) will be used to delineate

the extent of the tributary watershed, identify the watershed flowpaths/lengths, and

subwatershed boundaries. The additional hydrologic parameters for characterizing the offsite

watershed will be determined using available GIS data for hydrologic soils, vegetation, and land

use. A link-node model will be generated applying the rational method procedures outlined in

the SBFCD Hydrology Manual. It is assumed the tributary watershed is less than 1.0 square

miles. PACE will prepare a technical memorandum which summarizes the analysis, documents

the procedures and provides the results . A watershed exhibit will be prepared defining all the

hydrology information.

)> The reservoir site will be placed beyond the limits of the conservatively estimated flood

elevations and the site design will include elements necessary to protect the site from erosion

and scour, including onsite drainage improvements and armoring of perimeter fill slopes.

)> If the site layout cannot be confined to the area above the estimated flood level, or if the results

ofthe Phase 1 study indicate that the peak flow across the site is more substantial than

anticipated, a more detailed Floodplain Hydraulic Analysis {Phase 2) to determine flood

elevations will be warranted. The results of the Phase 1 study will be reviewed and discussed

with BBLDWP prior to deciding whether to proceed with the Phase 2 study.

TASK3.0 CEQA/ NEPA AND PERMITTING SUPPORT 3.1 CEQA/NEPA Documentation Support

)> WSC understands that BBLDWP w ill have prepared and adopted the required CEQA/NEPA

documentation for all of the projects prior to the start of design work and that no engineering

support is needed. WSC will incorporate the mitigation measures identified in the adopted

IS/EA documents into the respective project plans and specifications, as applicable.

3.2 Permit Support

)> Based on the preliminary project descriptions, it is anticipated that the following permits will be

required:

{1) Santa Ana Regional Water Quality Control Board- NPDES Construction General Permit

{2) County of San Bernardino Encroachment Permits from Public Works and Special Districts



)> WSC will assist BBLDWP in obtaining items (1) and (2) above. To obtain (n BBLDWP will be

required to file a Notice of Intent (NOI) to obtain coverage under the NPDES Construction

General Permit. WSC will provide technical information (impacted area exhibits and area

calculations to determine the project risk level) to support this effort. To obtain (2L BBLDWP

will complete the required applications. WSC will provide maps and technical assistance (such

as project descriptions) to support this effort. If comments from the permitting authorities are

received before the Draft Final Design Submittal is due, WSC will revise the drawings and

specifications as directed by BBLDWP in response to directives from the permitting authorities.

The budget assumes up to eight (8) hours of support by the Project Engineer will be required .

)> The County of San Bernardino confirmed that a Conditional Use Permit is not required.

)> WSC's fee does not include preparation of erosion control plans, that task will be delegated to

the contractor in the construction documents.

TASK4.0 ANGEL'S CAMP RESERVOIR 4.1 Reservoir Plans

)> WSC will prepare plans for the 160'x160' 1 MG welded steel reservoir site and 1,500' access

road. The plans will include a site layout, fencing, site grading and drainage, site paving,

reservoir dimensions and details, site piping and access road grading paving plans. The reservoir

and foundation will be shown for bidding purposes only and final structural design ofthe

foundation, reservoir and reservoir appurtenances will be performed by the contractor in

accordance with a performance specification.

)> Plan sets will be on 22" x 34" paper, and the presentation and layout of the plans will consider

the functionality of half-size (11" x 17") plans.

)> WSC will coordinate with Bear Valley Electric Service (BVES) for the offsite electrical service

design. WSC will provide BVES with electrical load calculations and a preliminary site layout for

each site. It is assumed that BVES will design the "offsite" electrical facilities, including the

utility service meter on the site near Klamath Road and all conduit and conductors between the

connection point to their existing system and the utility service meter. WSC will review BVES's

offsite electrical design to verify that the recommended improvements and associated costs are

reasonable and appropriate for the projects. WSC will incorporate BVES's design into the

contract documents and the design plans, as appropriate. Any fees required by BVES will be

paid directly by BBLDWP.

)> An underground electrical service will be extended to the Angel's Camp Reservoir site from the

utility service meter. One electrical conduit and a spare signal conduit will be included in the

design plans. The electrical conduit will terminate in a panel at the reservoir site, which will

provide power for site lighting, a pressure transducer and intrusion switch, if applicable.



~ WSC assumes Byrd Electronics will prepare SCADA, telemetry and instrumentation plans under

separate contract to BBLDWP. It is assumed the reservoir site will communicate w ith the SCADA

system using radio signal, however, a spare communications conduit from the reservoir along

the access road will be included in the design.

4.2 Reservoir Specifications

~ WSC will prepare Front End Documents and General Conditions in EJCDC format. WSC will

prepare Technical Specifications for. the reservoir and access road. WSC will prepare a

performance specification for the reservoir design and construction . WSC's scope is based on

technical specifications being prepared in 16 Division CSI format.

4.3 Opinion of Probable Cost

~ WSC will prepare and submit an opinion of probable construction cost with the Draft Final and

Final Design submittals.

4.4 Draft Design Submittal

~ Four {4) hard copies and a digital copy {PDF via email) ofthe Draft submittal {Preliminary plan

and profile, Geotechnical Report, Su rvey Basemap and outline specifications) will be provided

for review. It is anticipated that BBLDWP will provide copies to USDA if required, BBLDWP will

review the submittal within the time frame shown in the schedule and WSC will receive one

hardcopy consolidated set of comments. Design drawings and specifications will be revised

according to the comments received. A preliminary sheet list is provided below.

4.5 Draft Final Design Submittal

~ Four {4) hardcopies and a digital copy {PDF via email) ofthe Draft Final Design submittal

{drawings with pothole data, specifications and opinion of probable cost) will be provided for

review. It is anticipated that BBLDWP will provide copies to USDA and other regulatory agencies

as required, review of the submittal will be complete within the time frame shown in the

schedule and WSC will receive one hardcopy consolidated set of comments. Design drawings

and specifications will be revised according to the comments received. A preliminary sheet list

is provided below.

4.6 Final Design Submittal

~ Five {5) hardcopies and a digital copy {PDF via email) ofthe Final Design submittal {drawings,

specifications and opinion of probable cost) labeled "Bid Set- Not for Construction" will be

provided for distribution by BBLDWP during the Bid Phase. The digital copy will be suitable for

reproduction by a local printer for distribution to prospect ive bidders. A Final conformed plan

set will be provided as part of the bid phase services.

4.7 Bid Phase Support

~ WSC will provide bid phase support as outlined in Task 7.0.


Angel's Camp Reservoir: Preliminary Sheet List

# Name Draft T-1 Title, Vicinity Map and Location Map Prelim

G-1 Sheet Index, Legend & Abbreviations Prelim

G-2 General and Construction Notes Prelim

C-1 Reservoir Site & Layout Prelim

C-2 Site Grading & Drainage Prelim

C-3 Reservoir Yard Piping Prelim

C-4 Access Road Sta 1 +00 to 5+00 Prelim

C-5 Access Road Sta 5+00 to 9+00 Prelim



D-1 Detail Sheet Prelim



TASK 5.0 ARRASTRE CREEK WELL PUMPING PLANT 5.1 Well Pumping Plant Plans


Draft Final

Complete

Complete

Complete

Complete

Complete

Complete

Complete

Complete

Complete

Complete

Complete

Complete

Complete

>- WSC will prepare plans for the equipping of an existing well. Production capacity is expected to

be approximately 200 gpm. Pumping plant building will be designed with a concrete foundation,

CMU walls, wood roof trusses and a metal gable roof, consistent with BBLDWP's existing

pumping plant facilities. Building gables will be either CMU or masonite, per BBLDWP

preference. Plan sets w ill be on 22" x 34" paper, and the presentation and layout ofthe plans

will consider the functionality of half-size (11" x 17") plans.

>- WSC will coordinate with Bear Valley Electric Service (BVES) for the offsite electrical service

designs for the Arrastre Creek Well. WSC will have an initial discussion with BVES (either at the

kickoff meeting or on a separate phone conference) to determine BVES's general service

capabilities in the project area and coordinate with BVES to determine the most appropriate

service approach for the project site. WSC will provide BVES with electrical load calculations and

a preliminary site layout. It is assumed that BVES will design the "offsite" electrical facilities,

including the transformer and pad located on the project site, the utility service panel and all

conduit and conductors between the connection point to their existing system and the utility

service panel. WSC will review BVES's offsite electrical design to verify that the recommended

improvements and associated costs are reasonable and appropriate for the project. WSC will

incorporate BVES's design into the contract documents and the design plans, as appropriate.

Any fees required by BVES will be paid directly by BBLDWP.


5.2 Well Pumping Plant Specifications



prepare Technical Specifications for the well pumping plant. WSC's scope is based on technical

specifications being prepared in 16 Division CSI format.


~ See detailed discussion in Task 4.3.




~ See deta iled discussion in Task 4.5.



5. 7 Bid Phase Support



Arrastre Creek Well Pumping Plant: Preliminary Sheet List

Scope of Work- Revised

April 22, 2013

# Name Draft Draft Final T-1 Title, Vicinity Map and Location Map Prelim Complete

G-1 Sheet Index, Legend & Abbreviations Prelim Complete

G-2 General and Construction Notes Prelim Complete

C-1 Site, Grading and Piping Plan Prelim Complete

C-2 Pump to Waste Pipeline Plan and Profile Prelim Complete

C-3 Pump Discharge Pipeline Plan and Profile Prelim Complete

C-4 Civil Details Prelim Complete

C-5 Civil Details Complete

D-1 Standard Details Prelim Complete


M-1 Mechanical Plan and Sections Prelim Complet e

M-2 Mechanical Details Prelim Complete

M-3 Mechanical Details Complete

S-1 Structural Notes Prelim Complete

S-2 Building Foundation Prelim Complete

E-1 Electrical Legends and Abbreviations Prelim Complete

E-2 Electrical Details Prelim Complete

E-3 Elect rica I Details Prelim Complete

E-4 Electrical Site Plan Prelim Complete

E-5 Power, Control, Lighting, and Receptacle Plan Prelim Complete

E-6 Single Line, Schedules and Load Calculations Prelim Complete

E-7 Pump Schematics Complete

E-8 Miscellaneous Schematics and Details Complete

TASK 6.0 ANGEL'S CAMP & ARRASTRE CREEK TRANSMISSION MAINS

6.1 Transmission Main Plans

)> WSC will prepare plans at 20 scale including profile for 2,750 LF of 12-inch transmission main for

the Angel's Camp Reservoir and 5,600 LF of 8-inch transmission main for the Arrastre Creek

Pumping Plant. Plan sets will be on 22" x 34" paper, and the presentation and layout of the

plans will consider the functionality of half-size (11" x 17"} plans.

6.2 Transmission Main Specifications

)> WSC will prepare Front End Documents and General Conditions in EJCDC format. WSC will

prepare Technical Specifications for the transmission mains. WSC's scope is based on technical




)> See detailed discussion in Task 4.3.








)> WSC will provide bid phase support as outlined in Task 7.0.


Angel's Camp & Arrastre Creek Transmission Mains: Preliminary Sheet List

# Name Draft Draft Final T-1 Title, Vicinity Map and Location Map Prelim Complete

G-1 Sheet Index, Legend & Abbreviations Prelim Complete

G-2 General and Construction Notes Prelim Complete

C-1 12-in PVC P&P 1+00 to 6+00 Prelim Complete

C-2 12-in PVC P&P 6+00 to 11 +00 Prelim Complete





C-7 12-in PVC P&P 26+00 to 28+00, Connection Detail Prelim Complete

C-8 8-in PVC P&P 1 +00 to 5+50 Prelim Complete







# Name Draft Draft Final C-13 8-in PVC P&P 23+50 to 28+00 Prelim Complete



C-16 8-in PVC P&P 37+00 to 41 +50 Prelim Complete

C-17 8-in PVC P&P 41 +50 to 46+00 Prelim Complete


C-19 8-in PVC P&P 50+ 50 to 55+00 Prelim Complete

C-20 8-in PVC P&P 55+00 to 57+00, Connection Detail Prelim Complete

D-1 Standard Details Prelim

TASK 7.0 BID PHASE SUPPORT The budget is based on the subtasks below being performed for Task 4.0 through Task 6.0 above.

7.1 Bidding

~ WSC will prepare the Notice Inviting Bids for BBLDWP to advertise in local newspapers. WSC will

utilize PlanWell Enterprise, an online plan room, to administer the bid process. Reproduction

and hosting fees are not included in WSC's fee.

7.2 Attend Pre-Bid Conference

~ Attend a pre-bid conference as BBLDWP's design representative. It is assumed that BBLDWP

will be responsible for scheduling and conducting the meeting and that a site visit is included.

WSC will make note of design related questions posed during the conference and discuss

response approach with BBLDWP. The budget assumes three (3) two (2) hour meetings

attended by WSC's Project Manager.

7.3 Addenda Preparation

~ Respond to bidder inquiries as appropriate, prepare addenda as required and issue to plan

holders. The budget assumes a maximum of five (5) addenda will be required.

7.4 Acceptability Evaluation

~ WSC will review the acceptability of substitute materials, equipment, subcontractors and

suppliers proposed during the bid process. The budget assumes no more than ten (10) hours of

WSC staff time is required.

7.5 Bid Recommendation

~ Once BBLDWP provides scans of all bid packages, WSC will tabulate all bids received. WSC will

prepare an abstract of bids and make a recommendation for award.

7.6 Conformed Construction Document Preparation

~ WSC will generate conformed plans and specifications based on the addenda prepared in Task

7.3. Five (5) hardcopies and a digital copy (pdf), suitable fo r reproduction by a local printer for

distribution to the contractor, of the signed conformed plans and specifications will be provided

to BBLDWP. The final conformed plans will be on 22" x 34" sheets.


Assumptions


);.> WSC assumes that BBLDWP will obtain clearance from the owners ofthe Zimmerman property and

the Camp Oakes property for WSC's team to conduct the geotechnical investigation, topographic

survey, and occasional site visits throughout the course of design within the limits of the properties.

);.> BBLDWP will perform all property and easement acquisition negotiations. WSC will prepare legal

descriptions and records of survey as described in Task 2.3

);.> Access to the Angel's Camp Reservoir Site for geotechnical investigation is assumed to be from

existing fire access roads with a truck mounted {CME-75 or equivalent) rig.

);.> The scope assumes the Angel's Camp Reservoir site is not Class F.

);.> BBLDWP will provide the system head curve and design operating points for all pump specifications.

);.> BBLDWP will deliver the completed Arrastre Creek Well logs, and development tests with screened

intervals, safe yield, static, and pumped water levels.

);.> The pumping plant will have a manual transfer switch to allow connection of a portable emergency

generator.

);.> WSC will provide a table of input/output (I/O) for the Arrastre Creek Well. PLC and SCAD A design,

programming, and integration are not included and are assumed to be provided by a third party

integrator hired by BBLDWP.

);.> WSC assumes BBLDWP is not procuring a generator for the project and therefore, a South Coast Air

Quality Management District (AQMD) Permit to Construct and Permit to Operate is not required.

);.> Procurement specifications for a generator are not included.

);.> A detailed surge analysis is not included; however, WSC will evaluate system hydraulic conditions

and system layout during the design phase and determine if a surge analysis is required.


EXHIBIT"A"

BJV#

BUDGET ADJUSTMENTS- FY 2012-13

Contact Person: Bill LaHaye REVENUE CHANGED:

Date Submitted: 4/23/2013 YES: X NO: -- -Board Amendment: X Amount+/(-): Admin. Amendment: $328,734

Department Head Signature: Source: Reserves

Description of Amendment:

Provide Funding design and engineering- USDA 2013 Application

PRIOR llcHANGE+(~ AMENDED NAME DESCRIPTION ACCOUNT# BUDGET BUDGET

-Capital Outlay -

Arrastre Creek Well 75% 22.50.9010 Engineering Wells - 99,926 99,926

Capital Outlay -Angel's Camp Reservoir 22.50.9015

Reservoirs - 83,105 83,105

Capital Outlay - Mains Trsnamisslon lines -Angel's Camp, 75% 22.55.9020 59,849 92,885 152,734 Arrastre Creek

Capital Outlay -Arrastre Creek Well25% 23.50.9010

Engineering Wells 3,785 33,309 37,094

Capital Outlay- Mains Trsnamission lines - 25% Arrastre Creek 23.55.9020 7,800 18,509 26,309

-Total 71 ,434 327,734 399,168

Approved: Comments: Denied:

I Dale:

I I I Finance Department Authorization:

G:ldmcgee\budget adjustments\Budget adj FY 12-13.xlsx\USDA 2013 Design Page 1 of 1

Angel's Camp Angel's Camp Arrastre Creek

Reservoir Transmission Line Arrastre Creek Well Transmission Line Total

LF 2,750 5,450

Direct Costs $ 38,963.00 $ 17,514.82 $ 62,466.00 $ 34,711.18 $153,655.00 Indirect Cost $ 40,184.72 $ 18,064.01 $ 64,424.68 $ 35,799.59 $158,473.00 Total Proposal $ 79,147.72 $ 35,578.83 $ 126,890.68 $ 70,510.77 $312,128.00

Contingency $ 3,957.39 $ 1,778.94 $ 6,344.53 $ 3,525.54 $ 15,606.40 Total Authorization $ 83,105.11 $ 37,357.77 $ 133,235.22 $ 74,036.31 $327,734.40

22.50.9010 $ 99,926.00 $ 99,926.00

22.50.9015 83,105.00 83,105.00

22.55.9020 37,358.00 55,527.00 92,885.00

23.50.9010 33,309.00 33,309.00

23.55.9020 18,509.00 18,509.00 Total $ 83,105.00 $ 37,358.00 $ 133,235.00 $ 74,036.00 $327,734.00

AGENDA REPORT 2.3


DATE: April23, 2013


FROM: Reginald A. Lamson, General Manager ,«'ti--t-

PREPARED BY: Bill La Haye, Contracts & Water Conservation Manager U5 L

RE: Award Contract for the 2013 USDA Funded Engineering Design Services

Background:

Proposals for the 2013 engineering design services were due April15, 2013. We received four proposals from Carollo, RBF, WSC, Inc. and a collaboration of ALDA and Albert A. Webb & Associates. Staff reviewed the proposals, independent of the fee estimates, later that same week. Upon completion of the reviews and after we met to discuss the proposals, staff detetmined that WSC, Inc. provided the best package of engineering design services for our needs. Constmction Engineering services are not included in this proposal.

Financial Impact:

Funding for this project will come fi:om reserves in the amount of $368,663. Staff anticipates being reimbursed by the USDA for this work, assuming the USDA awards the DWP a 2013 loan/grant.

Recommendation:

1) Award the 2013 Engineering Design Services contract to WSC, Inc., in the amount of$368,663 and budget intemally for a 5% contingency for a total amount of$387,096.

2) Instruct staff to issue the notice to proceed.

3) Approve the budget adjustment attached as Exhibit A.

EXHIBIT "A"

BJV#


Contact Person : Bill LaHaye REVENUE CHANGED:

Date Submitted : 4/23/2013 YES: X NO: -- -Board Amendment: X Amount+/(-) : Admin. Amendment: $387,096



Provide Funding design and engineering- USDA 2013 Application

PRIOR ·~+(-)I AMENDED

I NAME DESCRIPTION ,,..., UDGEt BUDGET

-Capital Outlay-

Arrastre Creek Well 75%/Kiamath Booster 22.50.9010 Engineering Wells - 186,568 186,568

Capital Outlay -Angel's Camp Reservoir 22.50.9015

Reservoirs - 71 ,042 71,042

Capital Outlay - Mains Trsnamission lines -Angel's Camp, Klamath,

22.55.9020 59,849 85,720 145,569 75% Arrastre Creek

Capital Outlay -Arrastre Creek Well25% 23.50.9010

Engineering Wells 3,785 28,474 32,259

Capital Outlay - Mains Trsnamisslon lines - 25% Arrastre Creek 23.55.9020 7,800 15,292 23,092

-Total 71 ,434 387,096 458,530


I Date:

finance Department Authorization:

G:ldmcgee\budget adjustments\Budget adj FY 12-13.xlsx\USDA 2013 Design Page 1 of 1

Klamath

Angel's Camp Angel's Camp Arrastre Creek Klamath Transmission

Reservoir Transmission Line Arrastre Creek Well Transmission Line Booster Line Total

LF 2,750 5,450 800

Direct Costs $ 38,963.00 $ 16,927.93 $ 62,466.00 $ 33,548.07 $ 55,474.51 $ 4,924.49 $212,304.00

Indirect Cost $ 28,695.72 $ 12,467.19 $ 46,005.36 $ 24,707.70 $ 40,856.22 $ 3,626.82 $156,359.00 Total Proposal $ 67,658.72 $ 29,395.11 $ 108,471.36 $ 58,255.77 $ 96,330.73 $ 8,551.31 $ 368,663.00

Contingency $ 3,382.94 $ 1,469.76 $ 5,423.57 $ 2,912.79 $ 4,816.54 $ 427.57 $ 18,433.15

Total Authorization $ 71,041.65 $ 30,864.87 $ 113,894.92 $ 61,168.56 $ 101,147.27 $ 8,978.87 $387,096.15

22.50.9010 $ 85,421.00 $ 101,147.00 $186,568.00

22.50.9015 71,042.00 71,042.00

22.55 .9020 30,865.00 45,876.00 8,979.00 85,720.00

23.50.9010 28,474.00 28,474.00

23 .55.9020 15,292.00 15,292.00 Total $ 71,042.00 $ 30,865.00 $ 113,895.00 $ 61,168.00 $ 101,147.00 $ 8,979.00 $ 387,096.00

4/15/2013

Mr. Bill La Haye Big Bear Lake DWP P.O. Box 1929 Big Bear Lake, CA 92315

W ATER SYSTEM S C O NSU l TING, INC.

SUBJECT: PROPOSAL TO PROVIDE PROFESSIONAL ENGINEERING DESIGN SERVICES FOR THE 2013

WATER SYSTEM IMPROVEMENT PROJECTS

Dear Bill,

In response to the Big Bear Lake Department of Water and Power (BBLDWP) Request for Proposal dated

March 27, 2013, Water Systems Consulting, Inc. (WSC) is pleased to present this proposal for

engineering design services for the 2013 Water System Improvement Projects.

In 2010, BBLDWP and WSC began a partnership; together, we were successful in obtaining over $12

million in grants and low-interest loans from USDA and EPA .. We led this program through development,

funding, design and construction, which included 5 new wells and nearly 36,000 feet of pipeline

replacement. While these improvements represented substantial progress, BBLDWP has identified over

$36 Million of remaining near-term capital improvement needs and the 2006 Master Plan identified a

total of $109 Million in needed improvements. BBLDWP has continued to aggressively pursue multiple

funding avenues to support these needs without placing this heavy burden on the ratepayers alone.

Recently, WSC and BBLDWP partnered again to prepare a funding application to USDA Rural

Development to request $4.157 Million in grant and loan funding. WSC authored the Preliminary

Engineering Report, which provided the analysis, justification and cost estimates necessary to justify the

funding request. This application was well received by USDA and has a high probability of being funded.

We are vested in these projects and are prepared to assist BBLDWP in carrying these projects through

design, bidding and ultimately into operation. We have efficiently served as an extension of BBLDWP's

staff for the past 4 years, are currently BBLDWP's On-Call Engineer, and have a strong working

relationship with USDA. Let's keep the momentum going, and build on our team's successes!

We welcome the opportunity to discuss this proposal with you in more detail, and to answer any

questions you may have. Feel free to contact Jeff at (805) 457-8833 ext. 101 or Laine at (951) 880-0415



Sincerely,




PO Box 71086 I Rive rs ide, CA 92513 I Phone: (951) 880-0415 I Fax: (951) 346-3502 I www.wsc-inc.com

Table of Contents

I Table of Contents

Table of Contents ......................................................................... .... ....... .. .... .................................... ............ 2

Understanding & Approach .......................................................................................................................... 1

Evaluate Hydrology at the Angel's Camp and Klamath Sites .................................................................... 2

Optimize the Site Layout to Simplify Construction ................................................................................... 3

Projects Converge at the I< Ia math Booster Site ........................................................................................ 3

Insightful Approach Will Streamline Property Acquisition for the Arrastre Creek Well & Pipeline ......... 5

Flexible Project Delivery ExpandsBBLDWP's Options .............................................................................. 7

WSCTeam ....... .. .......................................................................................................................................... .. 8

Familiar Team, Proven Success ................................................................................................................. 8

Projects & References ........................................................................................................... .... .................. lO

Scope of Work ............................................... .. ... ... ............. ...... .............................. ............... ........ .............. 12

Preliminary Schedule .................................................................................................................................. 23

Fee ............................................................................................................................................................... 24

Appendix A- Resumes

2013 Water System Improvements Big Bear Lake Department of Water and Power

Understanding & Approach

I Understanding & Approach

The RFP divides this program into 4 construction contracts. Three coincide with the proposed USDA

funded projects described in the Preliminary Engineering Report (PER):

The Angel's Camp Reservoir will have a capacity of 1.0 MG and will be of welded steel construction. It will be approximately 32 feet high and 75 feet in diameter with a concrete ring wall. This project will be constructed on a property owned by BBLDWP and includes reservoir site grading and paving and access road grading and paving.

The Arrastre Creek Well Pumping Plant project will equip a well that will be drilled under a

separate contract. The pumping plant includes the construction of the pump station and associated

above grade improvements, including a building that is approximately 400 square feet in size. The

production capacity ofthe well is anticipated to be 200 gpm. The project includes acquisition ofthe

well site from Camp Oakes.

The Angel's Camp and

Arrastre Creek Transmission Mains include

2, 750 If of 12-inch main and

5,600 If of 8-inch main,

respectively, and will connect

the new reservoir and well to

the existing water systems.

The Angel's Camp main will

be constructed on BBLDWP

property, in San Bernardino

County (County) road ROW,

and in a pipeline easement

currently being obtained by

BBLDWP. The Arrastre Creek

pipeline will be constructed in

Big Bear means we are

uniquely prepared to

manage the key project

challenges: seasonal work

constraints, widely varying

surface and sub-surface

conditions, and geographic

and jurisdictional diversity

of BBLDWP's service area.

a pipeline easement that is to be obtained from Camp Oakes as part of this project.

The fourth project was not included in the PER and will be funded by BBLDWP through other sources,

however, the design will be performed under the same contract.

The Klamath Booster Station and Transmission Main includes construction of a pump station

to boost water from the new Angel's Camp Reservoir in the Upper Sugarloaf Zone to the Wolf Tank

Zone and will allow BBLDWP to efficiently transfer water from the east side of the service area

where supply is high to the west side where demand is high. The pump station is envisioned to

include two 500 gpm pumps and associated above grade improvements, including a building that is

approximately 400 square feet in size: This project includes 800 If of 8-inch diameter transmission

main to connect to the existing system. The booster station will be constructed on property owned

by BBLDWP and the pipeline will be constructed in County road ROW.



Evaluate Hydrology at the Angel's Camp and Klamath Sites The booster site appears to be protected from

storm water runoff by a large storm drain with an

inlet upstream of the booster site. However, the

County cannot provide any design data for the

culvert, and it is now completely plugged with soil,

rocks and debris.

WSC contacted the County to obtain copies of any

prior hydrology and/or hydraulic data for this

culvert. According to the County, because this

drainage facility is under a road, it is under the

jurisdiction of the Department of Public Works

(DPW), rather than Flood Control. We spoke with representatives of 4 different divisions of the DPW,

but each of them came up empty handed- they were unable to locate any record drawings or hydrology

studies for this culvert. We forwarded photos of the clogged culvert to our contact at the County, who

brought it to the attention of their Operations Division. Keeping this drainage facility maintained will

help protect the future booster station from flooding; WSC proposes to work with BBLDWP and the

County to verify that an appropriate maintenance program is developed and implemented to keep this

culvert operational.

The reservoir site is upstream of this large storm drain facility and a portion of it lies within a drainage

easement. The graphic below is looking north in the vicinity of the reservoir site; the terrain in the

figure is exaggerated for emphasis and helps demonstrate that the watershed area that would flow

across the reservoir site is actually quite small because the runoff would be distributed among several

adjacent valleys.

Based on this preliminary evaluation, storm water runoff is not anticipated to be a major design

consideration for the reservoir site. However, since no prior hydrology analysis is available and this

reservoir is a critical facility, it is necessary to evaluate and characterize the storm water flows and


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include appropriate improvements to mitigate them in the site design. We have included a hydrologic

and hydraulic study in our scope of work to determine the peak flow rate at the Angel's Camp Reservoir

and l<lamath Booster sites.

Optimize the Site Layout to Simplify Construction

30'-35' Drainage Easement

Paved Access Road & Site

Most Severe ~SiopeArea

The focus of the reservoir site design will be to keep

the site compact to minimize earthwork and

drainage concerns. During a recent site visit, we

located the approximate reservoir site and observed

the terrain. We found that the northwest portion of

the property has the most severe slope; to avoid

this area and the drainage easement, the reservoir

will need to be snug to the southeast corner of the

property and a retaining wall will likely be required.

The site will need to accommodate parking for utility

or service vehicles and access will be needed along

the entire perimeter of the reservoir for inspection

:4~2£GZ@J/(~Retaining and maintenance; however, a full driving lane width

Wall around the reservoir will not be necessary if the site

,__----~160' contains adequate space for vehicles to turn around.

A conceptual site layout is presented in the figure to the left.

Proceeding north from the reservoir site along the 50' strip of

property that will contain the access road, there is an existing path

that meanders toward l<lamath Road. Brush and tree removal as

well as cut and fill will be required to widen this path for the access

road, but generally following the alignment of the path will simplify

construction.

Projects Converge at the Klamath Booster Site Based on a review of the County parcel data, aerial imagery, record

maps and field observations, WSC prepared a figure depicting the

approximate property lines relative to the existing improvements at

the proposed l<lamath Booster site and reservoir access road

entrance. The actual boundary will, of course, need to be

determined by a field survey, however, we believe this depiction is

will simplify access road

construction.

reasonably correct and is a valuable tool for discussion of the project constraints.

Siting the l<lamath Booster and the reservoir access road entrance presents a challenge due to the

existing easement which cuts through BBLDWP's parcel. WSC has developed two conceptual alternatives

for configuration ofthe booster station and access road entrance (shown on the following page). Both

alternatives are able to accommodate a building sized for two (2) pumps with a bypass.


WSC does not consider Alternative 2

viable due to the time required to

negotiate a shared access

agreement. Our solutions to make

Alternative 1 work are presented in

the table below.

Due to the tight space constraints

and the noise concerns, the Klamath

Booster is a great application for

submersible vertical turbine pumps

set in cans, with the option of

placing them in a vault or building.

These pumps will generate less

noise, can be put into compact

footprint, and will deliver consistent

flow over a range of input and

output pressures.

WSC will evaluate the booster


station hydraulic conditions and water system layout during the design phase and determine if a

detailed surge analysis is required.

Alternate llssue Solution Parallel driveways limit space for the booster station ("A" in figure above)

Space for access road is constrained at property angle point (118" in figure above)

Use a smaller pre-cast structure (either 12'x20' building or buried vault) to allow room on the site

Design access road to abut existing driveway to maintain 12' wide access road or design access road to narrow at "B"

A buried booster station could decrease visual impacts, reduce vandalism, and

maximize limited space.

Josh Reynolds designed a buried

vault booster station for the City

of Paso Robles with three

submersible vertical turbine

pumps rated at 500 gpm each.

The vault footprint was about

12'x6'. A similar configuration

could be considered for the

Klamath Booster Station.

2013 Water System Improvements

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4 Big Bear Lake Department of Water and Power

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Insightful Approach Will Streamline Property Acquisition for the Arrastre Creek Well & Pipeline The PER presented a preliminary well location and pipeline alignment for the Arrastre Creek Well project

for the purpose of establishing a project budget. However, there are additional alternatives to be

considered before selecting the final alignment and securing the well site, pipeline easement and access

easement. Approaching the Camp Oakes staff with a well thought out plan that is conscientious of their

concerns will be a positive start to a permanent working relationship. Three potential pipeline

alignment alternatives are shown on

the figure below. Based on this initial

evaluation, Alternative 3 is likely to be

the most advantageous option for

both BBLDWP and the Camp.

The preliminary 100' x 100' well site identified by BBLDWP is located along the southern boundary of

the Camp Oakes property, where a test hole was previously drilled.

2013 Water System Improvements 5

Big Bear Lake Department of Water and Power


As shown in the figure below, the 3 buildings nearest the site are three-walled adirondack-style cabins.

The Camp Oakes website proudly says "they are rustic, and offer a closeness to nature and a more

picturesque view of the surrounding wilderness than any other place at camp". Although the Camp has

not previously expressed these concerns to BBLDWP, they may be sensitive to placing a well building in

a location that would obscure the view from these cabins and this should be taken into consideration

when siting the well to help

avoid delays during

property negotiations.

Although there is more

open space to the west that

is further from the cabins, it

is also closer to the edge of

the Upper Arrastre Creek

Drainage area and the

existing Camp Oakes well,

so that is not a suitable

alternative for BBLDWP.

' However, shifting the site to

the east is a feasible option.

The available site area is

smaller (~3o'x80'), but the

building would be partially

screened from view by existing trees and would be directly adjacent to the drainage course, simplifying

the pump-to-waste design. A non-exclusive maintenance easement around the site would be sufficient

to accommodate crane access for periodic pump maintenance.

Additional considerations to more naturally integrate the well site with the Camp could include finishing

the site with compacted base or native soil rather than pavement, not fencing the site and restricting

exterior lighting to the south side ofthe building or eliminating it completely. Due to the low demand in

the Lake Williams system, the well will not operate frequently and could be confined to pumping only

during the day to mitigate any noise concerns the Camp may have.

Each of the pipeline and well site alternatives discussed here

are viable options, however, WSC considers Pipeline

Alternative 3 and the 30'x80' well site to be the most

advantageous for both BBLDWP and the Camp and this is the

preferred alternative. This alternative is likely to be the most

agreeable to the Camp, the least expensive to construct and

will allow the project to proceed within the shortest

timeframe. BBLDWP will need to obtain buy-in from the

Camp and approaching them with a plan that is considerate of

maintaining the Camp's natural atmosphere will likely help


WSC considers Pipeline Alternative 3 and the 30'x80' well site to be the most advantageous alternative for BBLDWP and Camp Oakes that will efficiently move this project toward completion.

WAU l S v.n u.tt \()"-".( lll ll ...:r., I Hr .


expedite this process. To facilitate BBLDWP's discussions with the Camp, WSC will provide a basemap

with aerial topographic survey, approximate known utility locations and a depiction of the preferred

pipeline alignment and well site locations. If desired by BBLDWP, WSC will also depict one alternate

pipeline and well site location for the purposes of discussion with the Camp.

Flexible Project Delivery Expands BBLDWP's Options There are a lot of moving parts that are driving BBLDWP's program strategy and at this point in the

process, BBLDWP is staging to be in the most flexible and advantageous position relative to the potential

funding opportunities. Our scope, fee and schedule are based on the project packaging and design

timelines presented in the RFP to allow you to compare our proposal apples to apples to the other firms.

However, we recognize that BBLDWP's needs will evolve over the course of these projects and we are

open to working with BBLDWP along the way to develop alternate project delivery strategies and

accelerate portions of the design schedule to accomplish these goals.

A more aggressive delivery scheme that would

allow BBLDWP to make substantial progress in 2013

would include acquiring the property for and

drilling the Arrastre Creek Well, completing the

final design packages for all4 projects, and

constructing the Angel's Camp Reservoir access

road and transmission main. However, based on

the current funding prospects, this portion of work

is likely to exceed the funding resources that will be

in place for the 2013 calendar year.

Whether or not the USDA funding comes through,

BBLDWP can still make substantial progress this

year toward completion of this program. The work

would need to be strategically packaged to avoid

exceeding your capital budget and overall program

spending goals. Another potential option that may

be advantageous would include acquiring the

Drill Arrastre Creek Well

+ Prepare Final Design for all4 packages

+ Construct Angel's Camp Reservoir Access Road and Pipeline

Approximately $1.3 Million in 2013

Drill Arrastre Creek Well

+ Prepare Final Design for all4 packages

+ Construct Zimmerman easement Segment of Angel's Camp Pipeline

Approximately $1.0 Million in 2013

property and drilling the well, completing the final design packages for a114 projects, and constructing

only the portion of the Angel's Camp Transmission Main that lies within the Zimmerman easement.

Over the last several years of working with BBLDWP to deliver a similar program, we have developed

strong relationships with your staff as well as with USDA and the local permitting agencies and

contractors. These relationships will enable us to navigate efficiently through the program delivery,

anticipating and addressing changes and obstacles before they impact the project. WSC understands

the financial, political and seasonal construction constraints that are driving BBLDWP's strategy and we

are committed to being a flexible and resourceful partner to help BBLDWP successfully deliver this

program.


WSCTeam

I WSCTeam

Familiar Team, Proven Success On the last program, WSC performed QA/QC during the design phase on behalf of BBLDWP. As part of

that process, we closely coordinated with BBLDWP staff to identify your standards and preferences into

the project documents and advise the Engineer to incorporate them into the project documents. When

conflicts and concerns came up during the course of construction, WSC and BBLDWP worked together

again to resolve them on the fly and keep the projects moving along.

Recently, WSC and BBLDWP partnered to prepare a funding application to USDA that needed to be

accepted prior to USDA's eligibility deadline. WSC authored the PER, which provided the analysis,

justification and cost estimates necessary to justify the funding request, in just 2 months. We quickly

responded to USDA's request for additional information and the application was promptly accepted.

Our partnership and open lines of communication with BBLDWP led to another successful outcome.

Members of our respective teams began working together over 10 years ago and further developed our

relationships over the last 3 years. Why bring a different consultant into the mix that is not familiar with

your staff, your preferences, your system and does not have the benefit of the lessons learned from the

last program? WSC has worked hard to be a valuable partner for BBLDWP and we are committed to

making this another successful program delivered by the proven BBLDWP-WSC-USDA team!

QA/ QC

Joshua Reynolds, P.E.

2013 Water System Improvements

Project Manager

Laine Carlson, P.E.

8 Big Bear Lake Department of Water and Power

Principal in Charge

Jeffery Szytel, P.E.

WSCTeam

Mr. Jeffery Szytel, M.S., M.B.A., P.E. will serve as the Principal in Charge and will perform QAIQC. Jeff

is the founder and president of WSC and has more than 14 years of experience in civil and

environmental engineering, specializing in water systems. For the past four years, Jeff has worked

closely with the BBLDWP to develop, fund and implement their infrastructure improvement program

and looks forward to assisting the BBLDWP on their next phase.

Mrs. Laine Carlson, P.E. will serve as the Project Manager. Laine has 8 years of professional experience

in water system design, operation and construction. Laine spent the first six years of her career working

for a public water district under BBLDWP's current General Manager, delivering water infrastructure

projects and providing day-to-day engineering to support the operation and maintenance of the water

system. Laine is an organized project manager and enjoys collaborating with utility staff to develop and

implement projects that are cost effective, reliable and operator friendly.

Mr. Joshua Reynolds, P.E. will serve as QAIQC Engineer. Josh has more than 13 years of experience in

pipeline design, hydraulic analysis, pump station design and analysis, and construction management.

Josh performed QA/QC during the design phase of BBLDWP's 2010-2012 USDA program and his

experience allows him to efficiently prepare construction documents that meet BBLDWP's needs as well

as anticipate and mitigate potential construction conflicts during the design phase.

Mrs. Christy Stevens, P.E. will provide Civil Engineering. Christy has 8 years of professional experience.

She is experienced designing water infrastructure plans from the perspective of a utility owner, as she

spent the first six years of her career working for a water district under BBLDWP's current General

Manager. Christy also served as the Construction Manager for BBLDWP's 2012 Water System

Improvements and the Project Manager for the PER for the 2013 Water System Improvements. Christy

has an intimate knowledge of the projects and understands the importance of collaboration between

engineering and operations staff to ensure project success.

Mr. Chris Malejan, M.S., P.E. will provide Civil Engineering. Chris has 3 years professional experience in

construction management, program management, planning and design of water and wastewater

systems. Chris has a strong relationship with BBLDWP's staff though his experience working on the 2010

Water System Improvement Prc;>gram and has a good working knowledge of the Big Bear lake area. Chris

is well organized, self-directed, and a responsive problem solver. He knows the importance of

maintaining a schedule and completing a project on time.

Ms. Lianne Williams, M.S., P.E. will provide Process I Mechanical Engineering. Lianne has over 4 years

of experience in mechanical engineering, focusing on pumping systems and energy efficiency. Lianne

was formerly an energy efficiency engineer for Pacific Gas and Electric Company, where she delivered

energy retrofit projects for public and private customers. Lianne is an effective leader who truly enjoys

working with her clients to achieve results they can be proud of.

Mr. Dan Heimer, M.S., P.E., will provide Process I Mechanical Engineering. Dan has over 9 years of

municipal water system experience, and is a Certified D4 and T2 operator with CA-D PH. He has a strong

operations background and leverages his knowledge of system hydraulics and water quality to bring

value to his clients.

Complete resumes for each of our key staff are included in Appendix A.

2013 Water System Improvements 9

Big Bear Lake Department of Water and Power

Projects & References

I Projects & References

Below is a table of representative projects that have been completed by members of WSC's staff with pertinent information on how the experience gained with each project will benefit BBLDWP.

,. .... , City of Victorville Water Improvement Projects Compton West Water Main Replacements Reservoir Improvements Project B!g Bear Lake Water System Improvement Projects ,

, City of Victorville/Victor Valley Water Distnct Park Water Company, Compton, CA Victorville Water District Big Bear Lake DWP, Big Bear, CA 1

' - 1 Reference

Reggie Lamson, General Manager, Big Bear Lake DWP (former Director of Victorville Water District) (909) 866-5050

Key staff oversaw the planning, design and construction of all the District's/City's water and recycled water pipeline improvements from 2005-2012 Worked with Water District staff to develop initial concepts and select alignments; managed the design of pipeline plans, booster station plans, prepared specifications and administered the bidding process. Also served as construction managers and often performed inspection. Some representative projects are: Zone 4, Phase 1 and 2- 40,400 LF of 24-inch DIP and 5,250 LF of 16-inch DIP. Project included jack and bore beneath 1-1 5 and Palmdale Road.

Recvcled Water Booster Station-Triplex recycled water booster station to fill an elevated recycled water storage tank.

We/11 44 Design- Well pumping plant with a 4,000 gpm vertical turbine pumping unit with 1 ,250 hp motor.

Reservoir 211 Construction -Construction of a 5 MG welded steel reservoir.

Relevance to BBLDWP

~ Worked with BBLDWP's General Manager for 6 years while implementing numerous similar capital projects

~ Vast experience planning and designing water pipeline improvements, a booster station, and a well.

~ Collaborated with engineering and operations staff to ensure project success

~ Administered and managed multiple construction contracts simultaneously

Team Involvement

Laine Carlson, Christy Stevens

2013 Water System Improvements Big Bear Lake Department of Water & Power

Reference

Rick Dalton , Director of Engineering Park Water Company (562) 299-5135

~-w--•"'""•• ~,._., --~ -- .... ~ .. ·-

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WSC designed 7,600 LF of 8-inch pipeline and 4,100 LF of 12-inch pipeline for Park Water Company's Central Basin Division in 2012 and is currently designing another 5,660 LF of 8-inch pipeline and 2,520 LF of 12-inch pipeline.

These two projects will replace approximately 15,000 feet of existing 4~nch , 6-inch, and 8-inch rough barrel asbestos cement (AC) water mains that are aging, leaking and difficult to repair due to their locations in inaccessible backyard easements. The projects included installation of new services and fire hydrants and abandonment of existing mains and services.

Relevance to BBLDWP

~ Designing new water mains and services and abandonment of existing mains and services.

~ Designing water improvements with considerations to minimize impacts to customers and the public during construction.

~ Managing sub-consultants to perform topographic survey, performing utility research and coordinating potholing work performed by the Client.

~ Completed the 2012 project on budget under an aggressive project schedule and are on-track to do the same for the 2013 project.

Team Involvement

Josh Reynolds, Laine Carlson, Jeff Szytel

Reference


Key staff designed and provided construction management for improvements to 17 above-grade welded steel water storage reservoirs

Designed and managed the construction of this multi-year project which provided seismic and operational improvements to 17 above-grade welded steel water storage reservoirs. Improvements included the installation of flexible seismic joints, new isolation valves and 24VDC electric motor actuators, tank shell reinforcing, site piping improvements, and interior ~ating. During construction, additional repairs were conducted to several of the tanks including ladder replacements, tank shell repair and coating repair.

Relevance to BBLDWP

~ Designed seismic improvements to the City's existing aboveground steel tanks.

~ Managed permitting and bidding for construction of improvement projects.

~ Multidiscipline project with public bid package

Team Involvement

Jeff Szytel, Christy Stevens

10

Reference

Reggie Lamson, General Manager Big Bear Lake Department of Water and Power (909) 866-5050 ~,..,......_IIIIIIIJIII_IIVM)~~

WSC managed the planning, design and construction of 36,000 LF of pipeline replacements, drilling of 2 new wells and equipping of 5 new wells

Proglam and construction manager for this $12 million multi-year proglam. Prepared bid documents and RFP's. Managed the cons\ruction of 3 of the 8 contracts, and managed the design and cons\ruction of the remaining 5 contracts. Design included replacing existing pipelines with 8-inch PVC, several pressure regu l~ting valves, fi re hydrants and customer services.

Relevance to BBLDWP

~ ¥anaged the design of 29,000 LF of pipeline replacement projects.

~ Pipeline design replacement projects were grouped into rjlultiple construction contracts and individual project costs ":'ere tracked separately

~ Managed multiple Client consultants and WSC subconsultants; served as the primary point of contact for the Client for a streamlined project delivery

~ Gomplex planning document including prioritized capital improvement plan

Team Involvement

Josh ;Reynolds, Jeff Szytel, Christy Stevens, Laine Carlson, Chris Malejan

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Projects & References

Los Robles Tank #1 Replacement Equipping Wells 38, 39, 40 and 41 Cook ~iolo a~d Walegra Rd. Tanks and Booster -<; . , California American Water, Newbury Park, CA Victorville water District Pumpmg Stations Dl ~ : ; roundwater Recharge Pump Station ' California American Water, sacramento, CA ~~ e a Valley Water D1stnct ,

Reference

Matthew Lasecki, Senior Project Manager California American Water (916) 275-4740

WSC is preparing design plans and specifications for the 400,000 gallon welded steel reservoir The project includes the replacement of a 140,000 gallon bolted steel reservoir with a 400,000 gallon welded steel reservoir. WSC is preparing the grading plan, demolition plan, and site piping plan for the replacement reservoir. The project includes the realignment and of an existing drainage swale. Careful consideration was given to the location of the tank due to restricted site area. WSC is coordinating the permitting efforts, managing the schedule and budget, managing public outreach efforts, and will manage contract administration during construction.

Relevance to BBLDWP

l> Serving in a staff extension role, WSC is successfully integrating with CAW staff to bring numerous projects to fruition

l> Preparing plans and specifications for above ground welded steel reservoir

l> Permitting coordination with the City of Thousand Oaks

Team Involvement

Josh Reynolds, Jeff Szytel, Chris Malejan


Reference


Key Staff managed the construction of four new pumping plants, constructed simultaneously under a single contract

Well capacities were 910 gpm, 3,055 gpm, 3,220 gpm and 1.7 49 gpm, respectively and were equipped with verti cal turbine pump sets. Acted as construction manager and resident engineer; tasks included reviewing submittals, responding to RFis, tracking and negotiating change orders, coordinating special inspections, reviewing pay requests and reviewing contractor's work and materials for general conformance to the plans and specifications. Performed construction observation for the project, including installation of pump, column and shaft, above and below ground piping, electrical conduit and concrete placement. Performed pump efficiency tests at startup to verify pump station performance met the requirements of the specifications.

Relevance to BBLDWP

l> Experienced managing multiple projects and activities concurrently.

l> Reviewed all submittals and negotiated change orders.

l> Experience with all stages ·of a project from design, and contract administration to construction inspection.

Team Involvement

Laine Carlson, Christy Stevens

Reference

Mark Schubert - Project Delivery, Capital Assets and Planning California American Water (619) 522-6367

Key Staff managed the planning and design of a new 1-5 MG reservoir with a 2500 gpm booster station and a new 2-5 MG reservoir with a 3500 gpm booster pumping station.

Program Manager for the planning, permitting and design including alternatives analysis, agency coordination and negotiations, and management of the planning and design of two reservoirs and pump stations. Each pump station included four (4) vertical turbine, VFD controlled pumps. Prepared alternative analysis to compare steel, reinforced concrete and prestressed concrete construction. Negotiated access and pipeline easements with adjacent landowner. Coordinated the design of the pipeline that connects the new tank and pump station to the existing distribution system Supervised and performed technical review during design including value engineering that reduced the estimated project cost by over $0.5 million.

Relevance to BBLDWP

l> Both projects included the design of a new reservoir and booster station.

)> Reduced project costs through value engineering during the design phase

Team Involvement

Jeff Szytel

11

Reference

Mr. Royce Jones, P.E., Associate Engineer Coachella Valley Water District (760) 398-2661

John Calton was the lead electrical and instrumentation design engineer on the recharge pump station project.

Provided detailed drawings and specifications for facility including: two on site storage tanks, 1500 horsepower of pumping capacity, ons1te standby generator, automatic fiow and tank level control and hydraulic surge system. Design was completed in 2008. '

Mr. Catton provided construction management support as needed during.the construction phase for all electrical and instrumentation work. Support included submittal shop drawing reviews and request for information responses. Project completed in 2009.

Relevance to BBLDWP

l> Project included electrical instrumentation design for two storage tanks and a booster station

l> Provided design and construction phase support

Team Involvement

John Calton

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Scope of Work

I Scope of Work

.TASKO.O PROJECT MANAGEMENT AND QUALITY CONTROL 0.1 Project Administration

)> Prepare project schedule and update as-required based upon actual progress and BBLDWP

direction. Submit revised schedules to BBLDWP as necessary. Prepare monthly progress reports

with project invoices.

0.2 QA/QC

)> WSC will provide comprehensive quality control of the work items being prepared for delivery to

BBLDWP.

TASK 1.0 MEETINGS AND COORDINATION Agendas and meeting materials will be provided at least two (2) working days prior to the each meeting

and electronic copies of notes with action items and assignments will be provided within one week

following the meetings.

1.1 Kick-Off Meeting

)> WSC will plan, organize and conduct one kickoff meeting. The purpose of the Kickoff Meeting

will be to: (1) establish roles and responsibilities; (2) review scope, schedule and deliverables;

and (3) review available data and establish data needs. The budget is based on one (1) two hour

meeting attended by WSC's Project Manager and Project Engineer.

1.2 Workshop 1: Preliminary Design Review

)> WSC will plan, organize and conduct Workshop #1 to present key components of the Draft

Design and collect BBLDWP comments on the Draft Design Submittal. The budget is based on



1.3 Workshop 2: Final Design Review

)> WSC will plan, organize and conduct Workshop #2 to present key components of the Final

Design and collect BBLDWP comments on the Final Design Submittal. The budget is based on



1.4 Conference Call: As-Needed

)> WSC will plan, organize and conduct one conference call. The purpose of this call is to allow

time, to review project status, discuss comments, discuss options for the Arrastre Creek

pipeline alignment alternatives or address other issues that may require coordination. The

budget is based on one (1) two (2) hour call attended by WSC's Project Manager and Project

Engineer.


Scope of Work

TASK 2.0 PRELIMINARY ENGINEERING 2.1 Soils Investigation

~ WSC's geotechnical subconsultant, Converse Consultants (Converse), will review available

geotechnical data for the project area and evaluate subsurface conditions for the proposed

project. Converse recommends drilling exploratory borings as shown in the table below. The

borings will be drilled to the depth shown, or to refusal, whichever is shallower.

Item Total # of borings I depth (ft) Angel's Camp Reservoir Site 1/50'; 1/10'

Arrastre Creek Well Pumping Plant 1/20';1/10'

Transmission Main (9,150 feet) 12/10' (each)

Klamath Booster Pumping Plant 1/20'; 1/10' .

~ The field and laboratory data will be reviewed by a Registered Geotechnical Engineer, and

evaluated to develop geotechnical recommendations for the design and construction of the

reservoir, well and pipelines.

2.2 Prepare Geotechnical Report

~ Converse will prepare a project geotechnical report based on the subsurface exploratory

borings, laboratory evaluations, analysis performed in Task 2.1 and will include the following:

o Project and site descriptions

o A description of the field procedures used in the investigation

o A discussion of the materials encountered in the exploratory borings and their

engineering properties

o Boring logs and location maps

o Depth to groundwater, if encountered, and its impact on the proposed project

o Discussion on the laboratory testing procedures and results, including soils corrosivity

o Site geology and faulting

o Site coefficient (per 2010 CBC Standards)

o Anticipated horizontal acceleration based on 10% probability in 50 years

o Response spectra at 0.5%, 2%, 55 and 10% damping including spectral velocity curves

o Discussion of soils excavatability along the pipe alignment

o Suitability of on-site material for use as backfill

o Evaluation of stability of temporary trench excavation and shoring recommendations

o Pipe trench sub-grade preparation

o Pipe trench excavation backfill recommendations

o Bedding requirements for the pipe

o Grading recommendations

o Allowable soil bearing pressures for CMU building foundation and thrust block design

o Reservoir foundation design recommendations

o Lateral earth pressure, bearing pressures, and uplift forces for the design of vaults


WAI III: S \ SIIMS Co-.w &u st:, ' " .

Scope of Work

2.3 Topographical Survey

~ WSC's survey subconsultant, Mapco/Transtech (MapcoL will conduct record map research to

identify boundary monuments within the proposed project areas. Mapco will perform aerial

and ground topographic survey as needed to prepare project base maps which include the

following components: 1-foot contours, street centerline, R/W lines, property lines, property

corners, easement lines, buildings, tree locations (6" and largerL fallen tree locations {12" and

largerL edge of pavement, walks, curbs, surface evidence of utilities, and other pertinent

surface features. The horizontal and vertical datum will be based in conformance with San

Bernardino County standards for horizontal and vertical control (as applicable).

~ Mapco will incorporate the existing Zimmerman easement survey into the project base map.

~ Mapco will initially provide aerial survey of the Arrastre Creek Transmission Main alignment

options, once an alternative is selected, Mapco will proceed with the detailed ground survey.

~ It is assumed that tie-out of monuments for replacement will be performed during the

construction phase and is therefore not included. The budget is based on Mapco being able to

locate sufficient boundary monuments to establish boundary Jines in the project area.

2.4 Property Acquisition

~ WSC will prepare one (1) location map per project showing recommended permanent

easements, temporary construction easements and Arrastre Creek Well site property to be

acquired by BBLDWP. Three (3) hardcopies of each map will be provided.

~ It is assumed BBLDWP will procure easements and property from the respective property

owners. WSC will proceed with ground survey and design of the Arrastre Creek Pumping Plant

and Transmission Main once BBLDWP authorizes WSC in writing of selected locations.

~ Mapco will prepare legal descriptions and plats for the Arrastre Creek Well site and

Transmission Main easement. A Record of Survey will be prepared for the well site.

~ Mapco will set well site property corners for the well drillers to determine well location.

~ Mapco will set approximate construction stake lathe along the Angel's Camp Property.

2.5 Utility Research

~ WSC will investigate utilities in the project area. The project areas likely contain multiple

utilities including water mains, sewer mains, gas mains, communication lines, overhead and

underground electrical facilities. WSC will depict existing utilities to Level Cas defined in ASCE

Standard 38-02 on the project base drawings.

2.6 Potholing

~ WSC will determine critical utility crossings and connection points that require potholing and

will provide maps of these areas to BBLDWP to perform the potholing. It is anticipated BBLDWP

will utilize swing tie measurements to locate the pothole and record utility depths below ground

surface. WSC anticipates the potholing will be performed within one (1) week of request. The

budget includes Mapco collecting swing tie locations from three (3) pothole locations for

incorporation into the final plan set.


Scope of Work

2.7 Hydrology Analysis and Watershed Mapping

>- WSC's subconsultant, PACE, will perform a hydrology analysis for the project offsite tributary .

watershed to determine the peak flowrate on the Angel's Camp Reservoir site and the Klamath

Booster site for the design storm event (assumed to be 100-year event). Existing available

digital topography (USGS Quad map(s) in combination with a 10-ft contour aerial terrain map)

will be used to delineate the extent of the tributary watershed, identify the watershed

flowpaths/lengths, and subwatershed boundaries. The additional hydrologic parameters for

characterizing the offsite watershed will be determined using available GIS data for hydrologic

soils, vegetation, and land use. A link-node model will be generated applying the rational

method procedures outlined in the SBFCD Hydrology Manual. It is assumed the tributary

watershed is less than 1.0 square miles. PACE will prepare a technical memorandum which

summarizes the analysis, documents the procedures and provides the results. A watershed

exhibit will be prepared defining all the hydrology information.

>- The hydrology analysis does not include setting flood elevations, nor does it include evaluation

or design of any flood control improvements on the reservoir site. These services, if required,

can be provided for an additional fee.

TASK 3.0 CEQA/ NEPA AND PERMITTING SUPPORT 3.1 CEQA/NEPA Documentation Support

>- WSC understands that BBLDWP will have prepared and adopted the required CEQA/NEPA

documentation for all of the projects prior to the start of design work and that no engineering

support is needed. WSC will incorporate the mitigation measures identified in the adopted

IS/EA documents into the respective project plans and specifications, as applicable.

3.2 Permit Support

>- Based on the preliminary project descriptions, it is anticipated that the following permits will be

required:

(1) Santa Ana Regional Water Quality Control Board- NPDES Construction General Permit

(2) County of San Bernardino Encroachment Permits from Public Works and Special Districts

>- WSC will assist BBLDWP in obtaining items (1) and (2) above. To obtain (1), BBLDWP will be

required to file a Notice of Intent (NOI) to obtain coverage under the NPDES Construction

General Permit. WSC will provide technical information (impacted area exhibits and area

calculations to determine the project risk level) to support this effort. To obtain (2), BBLDWP

will complete the required applications. WSC will provide maps and technical assistance (such

as project descriptions) to support this effort. If comments from the permitting authorities are

received before the Draft Final Design Submittal is due, WSC will revise the drawings and

specifications as directed by BBLDWP in response to directives from the permitting authorities.

The budget assumes up to eight (8) hours of support by the Project Engineer will be required.

>- The County of San Bernardino confirmed that a Conditional Use Permit is not required.


\Vo\ 1111 S ~ S II M.§ CONS\ '1 II NC, h iC .

Scope of Work

>- WSC's fee does not include preparation of erosion control plans, that task will be delegated to

the contractor in the construction documents.

TASK4.0 ANGEL'S CAMP RESERVOIR 4.1 Reservoir Plans

>- WSC will prepare plans for the 160'x160' 1 MG welded steel reservoir site and 1,500' access

road. The plans will include a site layout, fencing, site grading and drainage, site paving,

reservoir dimensions and details, site piping and access road grading paving plans. The reservoir

and foundation will be shown for bidding purposes only and final structural design of the

foundation, reservoir and reservoir appurtenances will be performed by the contractor in

accordance with a performance specification.

>- Plan sets will be on 22" x 34" paper, and the presentation and layout of the plans will consider

the functionality of half-size (11" x 17") plans.

>- WSC assumes Byrd Electronics will prepare power, SCADA, telemetry and instrumentation plans

under separate contract to BBLDWP. WSC is not preparing site lighting or power plans.

4.2 Reservoir Specifications

>- WSC will prepare Front End Documents and General Conditions in EJCDC format. WSC will

prepare Technical Specifications for the reservoir and access road. WSC will prepare a

performance specification for the reservoir design and construction. WSC's scope is based on

technical specifications being prepared in 16 Division CSI format.


>- WSC will prepare and submit an opinion of probable construction cost with the Draft Final and

Final Design submittals.


>- Four (4) hardcopies and a digital copy (PDF via email) of the Draft submittal (Preliminary plan

and profile, Geotechnical Report, Survey Basemap and outline specifications) will be provided

for review. It is anticipated that BBLDWP will provide copies to USDA if required, BBLDWP will

review the submittal within the time frame shown in the schedule and WSC will receive one

hardcopy consolidated set of comments . Design drawings and specifications will be revised

according to the comments received. A preliminary sheet list is provided below.


>- Four (4) hardcopies and a digital copy (PDF via email) of the Draft Final Design submittal

(drawings with pothole data, specifications and opinion of probable cost) will be provided for

review. It is anticipated that BBLDWP will provide copies to USDA and other regulatory agencies

as required, review of the submittal will be complete within the time frame shown in the

schedule and WSC will receive one hardcopy consolidated set of comments. Design drawings

and specifications will be revised according to the comments received. A preliminary sheet list

is provided below.


\V1t.11 1 S~st l .\tS Cm11L't11 Nc., l'c.

Scope of Work


);> Five {5) hardcopies and a digital copy (PDF via email) of the Final Design submittal (drawings,

specifications and opinion of probable cost) labeled "Bid Set- Not for Construction" will be

provided for distribution by BBLDWP during the Bid Phase. The digital copy will be suitable for

reproduction by a local printer for distribution to prospective bidders. A Final conformed plan

set will be provided as part of the bid phase services.


);> WSC will provide bid phase support as outlined in Task 8.0.

Angel's Camp Reservoir: Preliminary Sheet List

# Name Draft Draft Final Final T-1 Title, Vicinity Map and Location Map Prelim Complete Final

G-1 Sheet Index, Legend & Abbreviations Prelim Complete Final

G-2 General and Construction Notes Prelim Complete Final

C-1 Reservoir Site & Layout Prelim Complete Final

C-2 Site Grading & Drainage Prelim Complete Final

C-3 Reservoir Yard Piping Prelim Complete Final

C-4 Access Road Sta 1 +00 to 5+00 Prelim Complete Final

C-5 Access Road Sta 5+00 to 9+00 Prelim Complete Final



D-1 Detail Sheet Prelim Complete Final



TASK 5.0 ARRASTRE CREEK WELL PUMPING PLANT 5.1 Well Pumping Plant Plans

);> WSC will prepare plans for the equipping of an existing well. Production capacity is expected to

be approximately 200 gpm. Plan sets will be on 22" x 34" paper, and the presentation and

layout ofthe plans will consider the functionality of half-size {11" x 17") plans.

5.2 Well Pumping Plant Specifications

);> WSC will prepare Front End Documents and General Conditions in EJCDC format. WSC will

prepare Technical Specifications for the well pumping plant. WSC's scope is based on technical



);> See detailed discussion in Task 4.3.


);> See detailed discussion in Task 4.4.


\\'AH M S H IUIS CO:<o~Sl! I II N G "C.

Scope of Work







Arrastre Creek Well Pumping Plant: Preliminary Sheet List




C-1 Site, Grading and Piping Plan Prelim Complete Final

C-2 Pump to Waste Pipeline Plan and Profile Prelim Complete Final

C-3 Pump Discharge Pipeline Plan and Profile Prelim Complete Final

C-4 Civil Details Prelim Complete Final

C-5 Civil Details - Complete Final

D-1 Standard Details Prel im Complete Final

D-2 Standard Details Prelim Complete F. itt~,! M-1 Mechanical Plan and Sections Prelim Complete tnal

M-2 Mechanical Details Prelim Complete F.ijlal

M-3 Mechanical Details - Complete Frnal

S-1 Structural Notes Prelim Complete Final

S-2 Building Foundation Prelim Complete Final

E-1 Electrical Legends and Abbreviations Prelim Complete Final

E-2 Electrical Details Prelim Complete F.inal

E-3 Electrical Details Prelim Complete Fj nal

E-4 Electrical Site Plan Prelim Complete Final

E-5 Power, Control, Lighting, and Receptacle Plan Prelim Complete Final

E-6 Single Line, Schedules and Load Calculations Prelim Complete Final

E-7 Pump Schematics - Complete Final

E-8 Miscellaneous Schematics and Details - Complete Final


\\'4111 S\SII AI~ Cn"'iSCI IING. I\ t..

Scope of Work

TASK 6 .0 ANGEL'S CAMP & ARRASTRE CREEK TRANSMISSION MAINS

6.1 Transmission Main Plans

~ WSC will prepare plans at 20 scale including profile for 2,750 LF of 12-inch transmission main for

the Angel's Camp Reservoir and 5,600 LF of 8-inch transmission main for the Arrastre Creek

Pumping Plant. Plan sets will be on 22" x 34" paper, and the presentation and layout of the

plans will consider the functionality of half-size (11" x 17") plans.

6.2 Transmission Main Specifications


prepare Technical Specifications for the transmission mains. WSC's scope is based on technical



> See detailed discussion in Task 4.3.









Angel's Camp & Arrastre Creek Transmission Mains: Preliminary Sheet List




C-1 12-in PVC P&P 1 +00 to 6+00 Prelim Complete Final

C-2 12-in PVC P&P 6+00 to 11+00 Prelim Complete Final





C-7 12-in-PVC P&P 26+00 to 28+00, Connection Detail Prelim Complete Final



C-10 8-in PVC P&P 10+00 to 14+50 . Prel im Complete Final



2013 Water System Improvements 19 Big Bear Lake Depa rtment of Water and Power

W Al tA S ' SI I AIS C u NRtl liNG, l, ·t .

- ,

Scope of Work

# Name Draft Draft Final Final C-13 8-in PVC P&P 23+50 to 28+00 Prelim Complete Final







C-20 8-in PVC P&P 55+00 to 57+00, Connection Detail Prelim Complete Final

D-1 Standard Details - Prelim Final

TASK 7.0 KLAMATH BOOSTER STATION AND PIPELINE 7.1 Booster Station and Pipeline Plans

~ WSC will prepare plans for the two 500 gpm pumping unit booster station and 800 LF of 8-inch

PVC pipeline (at 20 scale, including profile). Plan sets will be on 22" x 34" paper, and the

presentation and layout of the plans will consider the functionality of half-size (11" x 17") plans.

7.2 Booster Station and Pipeline Specifications


prepare Technical Specifications for the booster station and transmission main. WSC's scope is

based on technical specifications being prepared in 16 Division CSI format.


~ See discussion in Task 4.3.




~ See additional discussion in Task 4.5.





Klamath Booster Station and Pipeline: Preliminary Sheet List




C-1 Booster Station Site & Grading Plan Prelim Complete Final


\VAlli SunAu Cmaul fiNC., I'tc.

Scope of Work

C-2 Booster Station Yard Piping & Layout Prelim Complete

C-3 Booster Station Details Prelim Complete

C-4 Pipeline Plan & Profile Prelim Complete

C-5 Pipeline Plan & Profile Prelim Complete

C-6 Pipeline Details Prelim Complete



M-1 Mechanical Plan and Sections Prelim Complete

M-2 Mechanical Details Prelim Complete

E-1 Electrical Legends and Abbreviations Prelim Complete



E-4 Electrical Site Plan Prelim Complete

E-5 Power, Control, Lighting, and Receptacle Plan Prelim Complete

E-6 Single Line, Schedules and Load Calculations Prelim Complete

E-7 Pump Schematics - Complete

E-8 Miscellaneous Schematics and Details - Complete

TASK8.0 BID PHASE SUPPORT The budget is based on the subtasks below being performed for Task 4.0 through Task 7.0 above.

8.1 Bidding

Final

Final

Final

Final

Final

Final

Final

Final

Final

Final

Final

Final

Final

Final

Final

Final

Final

~ WSC will prepare the Notice Inviting Bids for BBLDWP to advertise in local newspapers. WSC will

utilize PlanWell Enterprise, an online plan room, to administer the bid process. Reproduction

and hosting fees are not included in WSC's fee.

8.2 Attend Pre-Bid Conference

~ Attend a pre-bid conference as BBLDWP's design representative. It is assumed that BBLDWP

will be responsible for scheduling and conducting the meeting and that a site visit is included.

WSC will make note of design related questions posed during the conference and discuss

response approach with BBLDWP. The budget assumes four (4} two (2} hour meetings attended

by WSC's Project Manager.

8.3 Addenda Preparation

~ Respond to bidder inquiries as appropriate, prepare addenda as required and issue to plan

holders. The budget assumes a maximum of six (6} addenda will be required.

8.4 Acceptability Evaluation

~ WSC will review the acceptability of substitute materials, equipment, subcontractors and

suppliers proposed during the bid process. The budget assumes no more than ten (10} hours of

WSC staff time is required.

8.5 Bid Recommendation

~ Once BBLDWP provides scans of all bid packages, WSC will tabulate all bids received. WSC will

prepare an abstract of bids and make a recommendation for award.


\V.\ua SHH~tS CuNW I II NC:, l ...: c

Scope of Work

8.6 Conformed Construction Document Preparation

>- WSC will generate conformed plans and specifications based on the addenda prepared in Task

8.3. Five (5} hardcopies and a digital copy (pdf), suitable for reproduction by a local printer for

distribution to the contractor, of the signed conformed plans and specifications will be provided

to BBLDWP. The final conformed plans will be on 22" x 34" sheets.

Assumptions >- WSC assumes that BBLDWP will obtain clearance from the owners of the Zimmerman property and

the Camp Oakes property for WSC's team to conduct the geotechnical investigation, topographic

survey, and occasional site visits throughout the course of design within the limits of the properties.

>- BBLDWP will perform all property and easement acquisition negotiations. WSC will prepare legal

descriptions and records of survey as described in Task 2.3

>- Access to the Angel's Camp Reservoir Site for geotechnical investigation is assumed to be from

existing fire access roads with a truck mounted (CME-75 or equivalent) rig.

>- WSC assumes the booster pipeline alignment is to be located in County ROW, the booster station is

to be located on BBLDWP property and no easements or property acquisitions are required.

>- The scope does not include any hydrology or flooding analysis for the Klamath Booster site. WSC

assumes the site proposed by BBLDWP for the booster station is suitable. Should preliminary

investigations of the site indicate otherwise, WSC will coordinate with BBLDWP to expand WSC's

scope of work to include these services.

>- The scope assumes the Angel's Camp Reservoir site is not Class F.

>- The scope assumes the Angel's Camp Reservoir site electrical needs will be met with solar power.

>- BBLDWP will provide the system head curve and design operating points for all pump specifications.

>- BBLDWP will deliver the completed Arrastre Creek Well logs, and development tests with screened

intervals, safe yield, static, and pumped water levels.

>- The pumping plants will have manual transfer switches to allow connection of a portable emergency

generator.

>- The scope does not include offsite electrical work. Any fees required by Bear Valley Electric (BVE)

will be paid directly by BBLDWP. WSC will provide a digital copy (pdf) of the Draft and Draft Final

plans to BVE for the design of electrical services to the Arrastre Creek Well and Klamath Booster

sites. WSC will incorporate meter and transformer locations into the Final plans.

>- WSC will provide a table of input/output (I/O} for the Arrastre Creek Well and Klamath Booster

Station. PLC and SCADA design, programming, and integration are not included and are assumed to

be provided by a third party integrator hired by BBLDWP.

>- WSC assumes BBLDWP is not procuring a generator for the project and therefore, a South Coast Air

Quality Management District (AQMD} Permit to Construct and Permit to Operate is not required.

>- Procurement specifications for generators are not included.

>- Scope and budget assume buildings will be pre-cast concrete; however, WSC can design CMU

buildings for an additional fee.

>- A detailed surge analysis is not included; however, WSC will evaluate booster station hydraulic

conditions and system layout during the design phase and determine is a surge analysis is required.


WAHl Su u .u s Co!'~ WI u .. r., I''-·

Preliminary Schedule

+ 2::~~~t~~:!x,:~~=:mcnt ProJects =::;:= Task 0 • ProJect Man;~~;omcnt t~nd Qu::~llty Control

+ Ta~:~-~~:::~~: Coordination Y 68LOWP lntC: fll.ll Dr<~ft Rcvk!W

!-g Work~hop 1: Prclimlo;ny DrJh Review

1----,o DBLDWP lnternill Draft FlnJI Review

I+ a:~~~~:~~;~:~ft£~;~!~~~w I]J 2.1 Soli~ lnv~srre.ulon ~~ 2.21'rt!('lMC";Gr.otr.r.hnlei'll Rr.port

" 1\ii

I~ '" 1,-

2.3Topor,r.1phicJ1Survc:y

2.4 Property Acqul~ltlon for Am:l~trc Creek Well Pumpln£ Pl:1nt & Tr:lnm~l~:lon M:~ln

Prr.p.'lrt"; Altr.ml'ltlvr. C~r:hlblt

BBLWOI' Ncr,oti;,tc:with C01 mp Oil kc:~

BBLOWP AuthorizJtion to Proceed with Pl;~t/lc:r,OJI Jnd Dr:~ftFin:~l Dr:~lcn

Dur:.tlon j'Mt !n!'ll~l'l

6 d.,y:; TUCl4/23/l 3 TUCl 4/30/13

140 d"'ys Wed S/1/U Mon 11/18/13 140 days- Wed 5/1/13 Mon 11/18/13

130 d:m Wed 5/1/13 Frl11/1/13

1C01y WcdS/1/13 Wcd S/1/13 5 do1ys Mon 6/17/13 Frl6/21/13

0 d.1ys Frl6/21/13 Frl6/21/13

10d.:~ys

OdJyS G?d:1y~

2C:tys

20days 20d:~y:;

47days

Mon 10/21/13 Frlll/1/13

Frlll/1/13 Frlll/1/13 WcdS/1/13. MonS/5/13.

Wr.dS/8/1.1 Thu S/!J/13 Fri S/10/13 Fr16/7/13 Wc:dS/1/13 WcdS/29/13

ThuS/30/13 Mon8/S/13

ThuS/30/13 Wr.d6/12/13

Thu 6/l'J/1J Wcd6/26/13

Wcd6/26/l3 Wc:d6/26/13

Pn::parc ROS, Plat:; and Lcr,:JI= for Pipeline: ~:;c:mcnt 27 d.1-p ,,ndWr.IISitr.

Thu6/27/13 Mon8/S/13

2.4 UtlllryRt';r,r.:m.h

2.6 1'nthnllng

2.711ydrolor,yAnJiy:oi:;

a:k 4 • An,cl's C:lmp R~crvolr

Prc:parcDraftDc~ir:nSubmitt.ll

4.4 DrJftOc!>lr.nSubmltt.ll

PrcpareOrJftFlnaiDesir.nSubmlttOJI

4.5 OrJft FinJI Dcslr.n Submitt.ll

20day.;

10d,,ys 20d0lys

139day~

32d0l~

Od."IY!. 83dil'{S

OdOlV!.

~ Prepare Fln.1l Oe!>lr,n Submiml 9 days

-*- A~:,:~"~:;::c~0

:r:1:;'& Ocsl£n Retommendatlon5 ~ ::~s (By Others)

"l"2 ~:~sk S. Am.strc Crct'k Well Pumpln£ Pl<~nt """"""il Prt'!p;1rt'! Dr.1ft D~slcn Submltt.ll

~ 5.4 Dr.lft Or.~tcn Submln.ll "*" ;~~~:~tto~,~~~F::;r.~~:~~:.l~Rt.ll ::=g:= Prcp.1re Fin<ll Deoitn Submitt<ll

-T,- .,:~6

6F~~~;~:~::'~;:strc Creek Trnnsmltslon Main~

""""""ii} Prcp01rc Dr01ft Dc~icn Submitt<ll

1---i}- :~~::~fto:~~~~~::.~ Submltt.1l 1

~ 6.6 Draft Final Dc~lr.n Submlml 1--ii- Prcp<Hc Final Oc~lr.n Submltt.ll

•:, 6.7 Fina10cstcnSubmtmt

14[;"""" :.sk 7 . Kl:.m:.th Booucr St:.tton & Plpcllnc

17, Prepare DrJft Ocstcn SubmfttJI .. 1---..---1--;u I~ I-T,-

7.4Dr<lftDcstr.nSubmlmt Prl'! parnOr.lftFin.liDr.slcnsubmttt.ll

7.SOraftflnaiD~IcnSubmltt.ll

Prr.p.ur. Fln.ll Dr.slcn SubmltMI

7.6 Fin:~! Dc~ir:n SubmittJI

140d:ays

32days

lOd<tr.;

140d:~ys

32d0l'{!.

Oda~

83days

OdO"IV!.

10d.ws Od<ly!.

140dayi

32d<lys

Od.1ys

S3d!l~

Od:ayt.

10 da~

Od01y!.

WC'!dS/1/13 WC'!dS/29/13

Mon6/24/13 Mon?/8/13 MonS/6/13 Mon6/3/13

WcdS/1/13 Fr111/15/13

WcdS/1/13 Fri6/14/1l Fri6/14/13 Frl6/14/13

Mon6/24/13 Fri10/18/1J

Frll0/18/13 Frl10/18/13

Mon 11/4/13 Fri 11/15/13 Frill/15/13 Frlll/15/l.l

ThuB/15/13 TU!!12/10/13

WcdS/1/13 Men 11/18/13

Wr.dS/1/13 Frl6/14/13

Fr16/14/13 Frlfi/14/13 I Thu6/27/13 Frll0/18/13 ' Fri 10/18/13 Fri10/ 18/ 13

Mon11/4/13 Mon 11/18/13

Mon 11/18/ll Mon 11/lR/B ' Wcd S/1/13 Men 11/18/13 1

Wc:dS/1/13 Frl6/14/ll

Frl 6/14/13 Frl6/14/13

Mon6/24/13 Frll0/18/13

Frl10/18/13 Fr110/18/13

Mon 11/4/13 Mon 11/18/13 : Mon 11/18/13 r.Jion 11/18/13

WedS/1/13 Mon 11/18/13 ! WcdS/1/13 Frl6/14/13

Frl6/14/13 Frl6/14/13 Mon 6/24/13 Fri10/1P./l3

Fr110/1P./13 Fr110/1P./13

Mon 11/4/13 Mnn 11/ 18/13 •

Mon11/18/1J Mon 11/18/13 i

21

2013 W.IIT~r Sy~tr.m lmprovr:mr.fl 'I T"k - Sumrn.1ry -Prr.llml!l.IITV!itlw-rlulr. !ij!ll l Pmjr.ct!iumm...rv <>--------"' Al)l'i!l5, 20ll MllcS!ont ~ E1Cterna1 T:a~les -


M" 'Iii Jun' \1 211 12 l'J 2/i 2 "

Jul'lil

'" Aul\'13 Sr. '1.1 Of..T 'Jil Nnv'H

11 2Jl 4 11 IR 2~ •~ 11 29 n 11 10 21 3 17

·-· ------·-------------------·---·---------·-----·-----51

14-+--_ _ "t.l-1-

6/26

~ i.u11

i./14

~------------------------~

lG/14

/&/ 14

/G/14

EICtcrnni M IIcstoi\C lnattlvcSummary

lnl\ctivr. T;\\lr; ,_ -- - Ml\nul\!Til~k

ln;~ttlvcM11cstona ·:· Dur.\tlon-oroly

ManuniSUmm:~ryRol1up ---- f lnlsll-onty ---1&:1 MilnuliiSummllry

StaM-en:Y

23

Prcgre~s

• 10/18

~11/15

-;.11/18

o 10/18

~11/18

~11/111

Preliminary Schedule

wsc \\'.•u•S'" ' '"{'""'"""""'· I""" ·

Fee

Fee

Enclosed in separate sealed envelope.


24 .------wsc \V.\liR S \'Sn \U Co ssut HNG, lsc.

Appendix A- Resumes

I Appendix A- Resumes


.-.---w c \\'.\ li R 5 \SH\IS (m•iSt rt n :o.r: c., I, C,

Jeffery Mitchell Szytel, P.E., M.B.A.

Education M.B.A., UCLA Anderson School of Management

M.S., Civil Engineering, University of California Los Angeles

B.S., Civil and Environmental Engineering, University of California Davis

Professiona I Registrations Professional Engineer- Civil, California, No. C63004

Operator Certifications CDPH Registered T2 Operator

Professional Affiliations American Water Works Association, Member

American Public Works Association, Member

American Society of Civil Engineers, Member

Association of California Water Agencies, Committee Member

Publications Supply from the Sea: Exploring Ocean Desalination. Journal AWWA, February 2005, 97:2

The Business of Water. Contributing Author for Supply from the Sea: Exploring Ocean Desalination. AWWA. March, 2008.

Professional Experience Mr. Szytel has more than fourteen years of experience in civil and enviromnental engineering specializing in water, wastewater and recycled water systems. His experience includes project and program management, construction management, capital improvement planning, water and wastewater treatment facility evaluation, optimization and design, hydraulic analysis, pilot studies, water and wastewater master planning, integrated resource planning, water and sewer infrastructure planning and design and management consulting.

Representative Projects Big Bear Lake Department of Water and Power, Preliminary Engineering Report for the 2013 Water System Improvements. Principal in Charge. Prepared a Preliminary Engineering Report to accompany BBLDWP's application to USDA Rural Development to request $4.157 Million in grant and loan funding. The PER provided the background, analysis, justification, cost estimates and implementation schedule for two projects: (1) a 1.0 MG potable water reservoir and 2,750 LF of 12-inch transmission main and (2) drilling and equipping of a potable well and pumping plant and 5,600 LF of 8-inch transmission main. The application was accepted by USDA and has the potential to be funded, subject to USDA receiving adequate budget.

Big Bear Lake Department of Water and Power, 2010-2011 Water System Improvements Program, Big Bear Lake, CA. Program Manager, Construction Manager. Development and implementation of a $15 million capital improvement program which includes four new municipal supply wells, one wellhead water treatment plant, and more than 35,000 LF of distribution and transmission pipeline replacement. Prepared funding applications and suppm1ing documentation to bring more than $13 million in grant and low interest loan financing through USEPA and USDA to suppm1 the program. Prepared bid packages for three construction contracts, managed the bidding process and prepared final contracts to initiate construction. Prepared requests for proposals for professional design engineering services for the 2011 projects, and participated in consultant selection. Performed design review and contract administration throughout design development, bidding and contracting. Construction Manager for six (6) separate construction contracts spanning 3 years construction duration.

Big Bear Lake Department of Water and Power, Preliminary Engineering Report for the 2010-2011 Water System Improvements Program, Big Bear Lake, CA. Project Manager. Prepared the Preliminmy Engineering Repm1 (PER) for the Depm1ment's 2010-2011 Water System Improvements Program. The PER included altematives analysis, system evaluation, economic anlysis and recommendations for the completion of nearly $15 million of improvements in the Depa11ment' s production and distribution infrastructure.

Big Bear Lake Department of Water and Power, 2010 Water System Improvements Program, Big Bear Lake, CA. Construction Manager. Managing the construction of 6, 700 LF of 8 tolO-inch PVC pipeline, drilling of two new municipal supply wells, and equipping of two new municipal supply wells. The projects are organized into three separate conshuction contracts that are proceeding simulaneously and are scheduled to be completed by the fall of 2011. Overseeing the effm1s of two prime contractors and three design engineers in delivering this program.

California American Water, Design of 300 Linear Feet of 8-inch mainline in Borchard Rd, City of Thousand Oaks, CA. Principal in Charge. Design of 300 linear feet of 8-inch mainline in Borchard Rd. The new pipeline will cmmect an existing turnout cmmection with Calleguas Municipal Water District to CAW's system. Project includes the preparation of design drawings and specifications and construction support services.

City of Morro Bay, On-Call Construction Management Services, Morro Bay, CA. Principal in Charge. Performing on-call construction management services for several of the City's water and wastewater infrastmcture improvement projects including upgrades to two (2) ofthe City's sewer lift stations, installation of new forcemain, gravity sewer rehabiltiation and new water distribution pipelines.

City of San Luis Obispo, Recycled Water System Assessment, San Luis Obispo, CA. Principal in Charge. Performing an assessment of the City's recycled water pump station including evaluation of steady-state hydraulics, pump station controls, header and valve configuration and energy use. Developing design documents to modify system controls, reconfigure pump control valves, and add bladder-style hydropneumatic tanks.

Amantha Waterline Replacement, Park Water Company, Compton, CA. Principal in Charge. Preparing design plans for 5,600 LF 8-inch pipeline and 2,520 LF 12-inch pipeline. The new pipelines will be located in street right-of-way and will replace nearly 5,000 LF of existing water mains that are aging, leaking and difficult to access due to their location in inaccessible backyard easements .

Apple Valley Ranchos Water Company, North Apple Valley Water System Improvements Plan, Apple Valley, CA. Principal in Charge. Preparing a Water System Improvement Plan for the North Apple Valley pmtion of AVRWC's service area, which has low water use, but high fire flow demands by a few large industrial/commercial customers. Developing updated water demand factors and spatially allocating current and future water demands using AVRWC's Info Water hydraulic model. Identifying improvements needed to increase capacity and reliability of the water system and provide a reliable guide for

California American Water, Suburban-Rosemont Supply and Distribution System Improvement Project, Sacramento, CA. Project Manager. Manged the development, planning, permitting design and construction of the Suburban-Rosemont Supply and Distribution System Improvement Project. Project included 3600 LF of24-inch diameter DIP pipeline and a new booster station that can be expanded to a capacity of 10 mgd. Tasks performed included: water supply planning and economic anlaysis, project budgeting, scheduling and capital planning; technical oversight of hydraulic modeling to confirm the phased improvements; oversight and review of feasibility studies and Basis of Design Reports; coordination of permitting, land acquisition and entitlements for the pump station and pipeline; life-cycle cost analysis of project alternatives; oversight and review of design documents; contract administration; and constmction management. Project was awarded Project of the Year- 2009 by the Sacramento Section of the APW A.

California American Water, Monterey-Seaside Phase 1 Aquifer Storage and Recovery (ASR) System Basis of Design Report, Sacramento, CA. Project Engineer. Prepared a Basis of Design Repmt for the Phase 1 ASR project which included improvements to the Segunda Pump Station, constmction of a new 30-inch ASR pipeline, and installation of new pressure regulating stations in the Seaside area.

Jeffery Mitchell Szytel, P.E., M.B.A. -Page 2

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Victor Valley Water District- Aquifer Storage & Recovery Facilities Design and Construction Engineering Services, Victorville, CA. Project Manager. Perfmmed design and constmction services for a new 2150 gpm booster pumping station and disinfection system for the Victor Valley Water District's aquifer storage and recovery (ASR) system. Booster pumping station included vertical turbine can pumps and hydropneumatic surge control system. Chemical feed facilities included sodium hypochlorite generation, ammonia storage and feed, and PLC based control system with radio telemehy interface to the District's SCADA system.

California American Water, Parkway Small Main I Backyard Main Replacement Program, Sacramento, CA. Design and constmction services for the replacement of over 40,000 LF of existing small diameter water distribution mains located in backyard easements with new 8, 12 and 16-inch water distribution lines in the public right-of-way, including more than 850 customer services that were switched over to the new pipelines. Responsible for customer services design, permitting and agency coordination, and QC review.

California American Water, Greenback Lane Water Main Replacement, Sacramento, CA. California American Water's Project Manager for the constmction of the Greenback Lane Water Main Replacement project. Responsible for contract administration and constmction management for this new 8-inch ductile iron pipeline. Negotiated change orders, supervised field observation, and acted as liason with the City of Citms Heights. Responsible for budgeting, scheduling and capital planning activities; the project was completed on-schedule and under budget.

California American Water, Cook Riolo Tank and Booster Station, Sacramento, CA. California American Water's Project Manager for the development, planning, petmitting and design of the Cook Riolo Tank and Booster Station project. Prepared altemative analysis to compare steel, reinforced concrete and prestressed concrete constmction for this partially buried 1.5 million gallon reservoir. Supervised and performed technical review during design including value engineering that reduced the estimated project cost by over $0.5 million. Responsible for budgeting, scheduling and capital planning activities.

California American Water, Walerga Rd. Tank, Booster Station and Pipeline, Sacramento, CA. California American Water's Project Manager for the development, planning, pe1mitting and design of the 2.5 million gallon Walerga Tanlc, 3,500 gpm Walerga booster station and 16-inch Walerga pipeline. Negotiated access and pipeline easements with adjacent landowner, and coordinated the design of the pipeline that will connect the new tank and pump station to the existing West Placer distribution system at Dty Creek. Supervised and perfmmed technical review during design including value engineering that reduced the estimated project cost by over $0.5 million. Responsible for budgeting, scheduling and capital planning activities.

Victorville Water District, Reservoir Improvements Project, Victorville, CA. Project Manager for the planning, permitting, design, bidding and constmction of seismic and operational improvements to 17 of the District's above-grade welded steel water storage reservoirs. Provided design, constmction management and inspection services to deliver the project under budget. Work included the installation of flexible seismic joints, new isolation valves and 24VDC electric motor actuators, tanlc shell reinforcing, site piping improvements, and interior re-coating.


San Diego County Water Authority, Mission Trails Flow Regulatory Structure II Design, San Diego, CA. QA/QC. The Mission Trails Flow Regulatory Stmcture II (FRS II) Project is a critical component of the San Diego County Water Authority's Regional Water Facilities Master Plan to meet untreated water demands south of the Miramar Vent. The Mission Trails FRS II is located in the vicinity of the treated water FRS in Mission Trails Regional Park and is expected to include two independent storage bays approximately 9 million gallons each, inlet valve stmcture, outlet vaults, a col1llection to the new Pipelines 3 and 4 from the tunnel, and an access and control building. Provided project management and QA/QC during design.

Placer County Water Agency, Water Storage Tank and Valve Station Design, Sunset Water Treatment Plant, Placer County, CA. Project Engineer. Designed a 10-MG prestressed concrete water storage tank and valve station for Placer County Water Agency's Sunset Water Treatment Plant. Environmentally friendly site design included a combination altitude/pressure reducing valve station to link and control three (3) separate pressure zones, tank visibility screening using a combination of ea1th and landscaping, and overflow conveyance chal1llel. Existing utilities were rerouted to accommodate new constmction and facilities were located to limit environmental impact and tree removal. The complete water storage and conveyance system was designed to efficiently maintain maximum reliability, operational flexibility, and storage capacity given existing site and hydraulic constraints.

Citizens Utilities Company, Booster Station Construction Management, CA. Project Engineer. Provided engineering and administrative support for the constmction of a new 6,000-gpm A-Parkway booster station for Citizens Utilities Company. The booster station promotes conjunctive use by allowing the Company to augment its groundwater supply with purchased water from the City of Sacramento.

Water Storage Tank Design and Construction Management, Citizens Utilities Company, CA. Project Engineer. Assisted in the design and constmction management of two 1-mg water storage tanks for Citizens Utilities Company. Performed hydraulic modeling for tank petformance, and prepared preliminary tank design.

County of San Luis Obispo, Coastal Branch Capacity Assessment, San Luis Obispo, CA. Project Manager. Preparing a capacity assessment of the Coastal Branch of the State Water Project and the Chono Valley Pipeline for the County of San Luis Obispo and the Central Coast Water Authority. Project includes developing a computer model of the pipelines using WaterGEMS GIS based hydraulic modeling software, developing various supply and delivery scenarios, and completing a comprehensive capacity assessment. The Coastal Branch facilities include more than 100 miles of pipeline vmying in diamter from 60-inches to 33-inches, three (3) 100 cfs pump stations, multiple valve and hydraulic control stmctures, and nine (9) reservoirs vmying in size from 3 to 6 million gallons. The Chorro Valley Pipeline includes 12 miles of pipeline varying in diameter from 16 to 12-inches.

Northern Cities Management Area Technical Group, Lopez Pipeline Hydraulic Analysis. Project Manager. Conducted a hydraulic evalution of the Lopez Pipeline that delivers water from the Lopez Water Treatment Plant near Lopez Reservoir to the Cities of Pismo Beach, Anoyo Grande, Grover Beach and the Oceano Community Services District. The pipeline extends roughly 16 miles and ranges in size from 8 to 36 inches in diameter. The goal of this project is to dete1mine the pipeline's capacity for delivering additional State Water Project water to the Nmthem Cities on an emergency basis. Gathered and compiled existing information on the Lopez Pipeline, developed operational and evaluation criteria and modeling scenarios, developed a WaterGEMS model of the system, planned, coordinated and conducted a four hour flow test on the pipeline for the purpose of model calibration, and completed capacity analysis.


City of Arroyo Grande Water and Sewer Master Plans, City of Arroyo Grande, CA. Principal in Charge. Prepared hydraulic models for the City's water distribution and wastewater collection systems using WaterGEMS and SewerGEMS, respectively. Prepared updated system mapping using GIS, developed spatially allocated demands using customer data, conducted flow monitoring, lift station draw down tests, and fire hydrant flow tests to calibrate the models . Utlized the models to complete a capacity based assessment and recommend capital i1mpvement projects.

Northern Cities Management Area Technical Group, Water Resources Engineering Services, San Luis Obispo County, CA. Project Manager. Providing as-needed water resources engineering services to suppmi the Nmihern Cities Management Area Technical Group (NCMA TG), which consists of the Cities of Pismo Beach, Arroyo Grande, Grover Beach and the Oceano Community Services District. · Responsibilities include technical review and guidance, planning assistance, groundwater management assitance, and general water resources engineering support.

Baldy Mesa Water District, Water Supply Plan, Victorville, CA. Water Treatment, QA/QC. Worked with the Baldy Mesa Water District to create a Water Supply Plan to secure current and future drinking water supplies. Defined water quantity and quality objectives through 2025, evaluated groundwater treatment strategies, evaluated surface water s,upply alternatives and treatment strategies, developed alternative water stroage strategies with Mojave Water Agency, developed a recommended combination of strategies, developed a plan for funding and project delive1y, and prepared a final report.

City of San Diego, San Diego Water Division Bid to Goal and ISO 14001 EMS, San Diego, CA. Assistant Project Manager. Assisted the San Diego Water Department to be the first utility in the United States to integrate the Bid to Goal (BTG) management tool with the ISO 14001 EMS fi·amework of continual improvement using the "plan, do, check, and act" approach. Unique and distinct advantages will be achieved by applying the results-oriented BTG program with a continual-improvement ISO 14001-management system, such as cost savings in providing water to the citizens and improved pe1fonnance.

Water System Master Plan, Citizens Utilities Company, CA. Project Engineer. Prepared a water system master plan for Citizens Utilities of California's Parkway system including system research and inventory, system mapping, hydraulic model development in H20Net, population projections, and comprehensive capital improvement plan. Rapid decline in the water table underlying Parkway led to the recommendation of increased conjunctive use of surface water and associated infrastructure improvements.

West Basin Municipal Water District, Ocean Desalination Siting and Integration Study, Irvine, CA. Project Manager. Plal1lled the implementation of a new 25 mgd ocean desalination plant near El Segundo, CA. Services included alternative site evaluation, hydraulic integration and blending analyses, water quality evaluation and analysis, preliminmy feasibility planning of treatment and distribution facilities and integration with MWD's regional distribution systems, cost modeling of the proposed improvements, and CEQA compliance support services.


Yucaipa Valley Water District, Yucaipa Valley Regional Water Filtration Facility Design and Construction, Yucaipa, CA. Design Manager. Completed design and bidding assistance for new 12 mgd microfiltration and nanofiltration facility. Design included influent flow control, microfiltration using Pall membranes, nanofiltration and blending facilities for DBP precursor removal, dissolved air floatation treatment for MF backwash, disinfection using sodium hypochlorite, 7-million gallon prestressed concrete reservoir for finished water storage, 1000 feet of 48" diameter finished water piping including 600' of 66-inch jack-and-bore tunnel, security features, and slope protection for the adjacent flood control channel. Microfiltration system operates on gravity head and does not require pumping, and building incorporates craftsman style architectural elements. Treated MF backwash water is re-used in the District's non-potable water system.

City of San Diego, Preliminary Process Evaluation and Optimization Analysis, Otay Filtration Plant, San Diego, CA. Project Engineer. Conducted an evaluation of the City of San Diego's Otay Filtration Plant to develop alternatives to improve process performance. The evaluation included analysis of water quality data, chemical usage and dosing points, current operational practices, unit process hydraulics and performance, and operational costs. Preliminmy findings led to the development of improvement alternatives for further consideration by the City. Developed a pilot testing strategy to evaluate alternatives for sedimentation basin improvements in addition to THM reduction, and overall process optimization. Pilot study results identified potential process improvement alternatives such as high rate ballasted floculation and dissolved air floatation, filter modifications to increase filter loading rate, disinfection system improvements, and several additional strategies for optimizing the process perfmmance using the existing infrastructure including backwash stream recycle options and filter to waste.

Victor Valley Water District, Arsenic Pilot Study at Well31. Project Manager. Conducted a pilot study at Victor Valley Water District's Well 31 to evaluate and test three coagulation and filtration treatment alternatives for removing naturally occuring arsenic fi·om the District's groundwater supply.

Victor Valley Water District, Arsenic Pilot Testing at Well29. Project Manager. Conducted a pilot study at Well 29 to assess the perfonnance characteristics of iron-based adsmptive media for arsenic removal from drinking water.

Victor Valley Water District, Arsenic Rule Compliance On-Call Consulting. Project Manager. Contracted with Victor Valley Water District to provide on-call consultant services for groundwater treatment, regulatory review, technology evaluation, system implementation, and long term planning.

Victor Valley Water District, Prop 13 Grant Services. Project Manager. Provided services to assist VVWD obtain grants for their arsenic removal facilities through Proposition 13.

Apple Valley Ranchos Water Company, Arsenic Pilot Testing, Apple Valley, CA. Project Manager. Conducted a pilot study program to assess the perfmmance characteristics of iron-based adsmptive media and co-precipitation followed by pressure filtration for arsenic removal from the groundwater of two wells in the Company's potable water system. The study included testing at two well sites, preliminmy wellhead treatment system design, budget level cost estimation, and life cycle cost analysis.

Jeffery Mitchell Szytel, P.E. , M.B.A. -Page 6

California American Water, California American Water- Ambler Park and Luzern Wells Arsenic Removal Pilot Testing, Monterey, CA. Technical Advisor, QA/QC. Provided comprehensive Arsenic Removal Pilot Testing Study, the first step in complying with the Arsenic Rule. The Study identified, evaluated, and recommend the most efficient and appropriate treatment method for reducing arsenic levels in the identified Ambler Park and Luzern wells. The primary treatment processes that were considered to remove arsenic from CAWC's water included coagulation/filtration and iron-based media adsorption.

Placer County Water Agency, Chemical Feed Facility Design, Foothill Water Treatment Plant Expansion, CA. Project Engineer. Designed chemical storage and feed facility for 60 mgd expansion of the Foothill Water Treatment Plant. Facility included all components necessary to feed polymer, potassium pennanganate, powdered activated carbon, and sodium hypochlorite to support a new 60 mgd ballasted flocculation/sedimentation process.

City of Fresno, Filter Backwash, Pump Station, and Water Storage Clearwell Design, Fresno, CA. Project Engineer. Designed filter backwash equalization basin, wash water · pump station, and a partially buried, 1.5-mg concrete clearwell for a new 30-MGD surface water treatment plant for the City of Fresno. The wash water facilities were designed to accommodate ultimate plant capacity in addition to filter-to-waste equalization. Clemwell overflow was routed above grade to reduce constmction costs, and tank was sited to provide maximum hydraulic efficiency and flexibility. Future design will incorporate three additional storage reservoirs that will operate in conjunction with the existing tank.

Fluoridation System Design, City of Yuba City, CA. Project Engineer. Designed a fluoridation system that included bulk chemical storage/containment, chemical feed piping and pumping, and monitoring/control for an existing 40 mgd water treatment plant.

Semitropic Water Storage District, Stored Water Recovery Unit Arsenic Removal Water Treatment Facility Preliminary Evaluation, Bakersfield, CA. Project Manager. The proposed Stored Water Recove1y Unit will provide a pump-in capacity of 160 mgd to the California Aqueduct during periods of low flow. Performed technology screening, evaluation, testing, and preliminmy design for the proposed 160 mgd arsenic removal treatment facility.

Southern California Water Company, Full-Scale Testing of Combined Arsenic and Manganese Removal, Downey, CA. Project Engineer. Converted an existing full-scale manganese removal treatment plant from direct greensand filtration to coagulation assisted filtration process for the concurrent removal of arsenic and manganese. Added ferric chloride feed system with a static mixer upstream of the existing greensand filters. Added washwater storage and settling tanks and conducted studies to optimize ferric chloride feed to achieve the combined treatment objective.

Water Systems Consulting, Inc. December 2007 to present

Peterson, Bmstad and Pivetti, Inc. December 2005 to November 2007

HDR Engineering, Inc. 1998-2005

Citizens Utilities 1997- 1998


Laine E. Carlson, P.E.

Education B.S., Civil Engineering, California State Polytechnic University, Pomona, CA

Professional Registrations Professional Engineer- Civil, California, No. C72424

Certifications CDPH Registered T2 Operator #34907

CDPH Registered D2 Operator #41981


California Water Environment Association, Member

High Desert Mountain Water Association, Member

Professional Experience Mrs. Carlson has over 8 years of experience working for a public utility and as a consulting engineer, focusing on water, wastewater and recycled water systems. Her experience includes project management, constmction administration, capital improvement planning, hydraulic analysis, water and wastewater master planning, pipeline design, pump station design and analysis, and water standard development. She has developed an intimate understanding of how a water and sewer utility operates and the challenges they face. Her experience has enabled her to identify and analyze initial project concepts, prepare constmction documents, and monitor constmction of the project through completion.

Representative Projects

Big Bear Lake Department of Water and Power, Preliminary Engineering Report for the 2013 Water System Improvements. Project Engineer. Prepared a Preliminary Engineering Repmt to accompany BBLDWP's application to USDA Rural Development to request $4.157 Million in grant and loan funding. The PER provided the background, analysis, justification, cost estimates and implementation schedule for two projects: (1) a 1.0 MG potable water reservoir and 2, 750 LF of 12-inch transmission main and (2) drilling and equipping of a potable well and pumping plant and 5,600 LF of 8-inch transmission main. The application was accepted by USDA and has the potential to be funded, subject to USDA receiving adequate budget.

Amantha Waterline Replacement, Park Water Company, Compton, CA. Project Manager. Preparing design plans for 5,600 LF 8-inch pipeline and 2,520 LF 12-inch pipeline. The new pipelines will be located in street right-of-way and will replace nearly 5,000 LF of existing water mains that are aging, leaking and difficult to access due to their location in inaccessible backyard easements.

Northwood Waterline Replacement, Park Water Company, Compton, CA. Project Engineer. Prepared design plans for 7,600 LF 8-inch pipeline and 4,100 LF 12-inch pipeline. The new pipelines are located in street right-of-way and will replace nearly 10,000 LF of existing water mains that are aging, leaking and difficult to access due to their location in inaccessible backyard easements.

California American Water, Design of 300 Linear Feet of 8-inch mainline in Borchard Rd, City of Thousand Oal{S, CA. Engineering Support for the design of 300 linear feet of 8-inch mainline in Borchard Rd. The new pipeline will cmmect an existing turnout connection with Calleguas Municipal Water District to CAW's system. Project includes the preparation of design drawings and specifications and constmction suppmt services.

Air Force Hangar & IWWTP Waterline, Victorville Water District, Victorville, CA Project Engineer and Resident Engineer. Prepared design plans and specifications for 2,500 LF 12-inch, 1,500 LF 8-inch and 5,500 LF 4-inch pipeline. The pipeline provided potable water service and fire flow to new and existing Air Force hangars at the Southem California Logistics Airport, as well as potable water service to a new wastewater treatment plant. Acted as resident engineer during constmction phase of the project; tasks included reviewing submjttals, responding to RFis and reviewing and negotiating change orders.

Northern Reclaimed Waterline, Victorville Water District, Victorville, CA Project Engineer and Resident Engineer. Prepared design plans and specifications for 7,500 LF 18-inch recycled water pipeline. Included designing a crossing under a 24-inch high pressure natural gas pipeline and coordinating with Kern River Gas to comply with their standards and ensure the line was protected during constmction. The pipeline transmitted Title 22 effluent from a new wastewater treatment plant to an existing recycled water distribution line operated by the District. Acted as resident engineer during constmction phase of the project; tasks included reviewing submittals, responding to RFis and reviewing and negotiating change orders.

HDPP Reclaimed Water Service, Victorville Water District, Victorville, CA Project Engineer and Resident Engineer. Prepared design plans and specifications for 1,600 LF 18-inch recycled water pipeline. The pipeline provided new recycled water service to the High Desert Power Project, an existing power plant planning to conduct a pilot study using recycled water for cooling tower makeup. Acted as resident engineer during constmction phase of the project; tasks included reviewing submittals, responding to RFis and reviewing and negotiating change orders.

Reclaimed Water Booster Station, Victorville Water District, Victorville, CA Project Engineer. Prepared design plans and specifications for suction and discharge piping and booster pump cans for a future triplex vertical turbine recycled water booster station. The piping and pump cans were installed as pati of the site piping for a new recycled water storage tank and the pumps and electrical controls were to be designed and installed in a later phase. The piping served a dual purpose as temporaty discharge piping for an existing aging and undersized booster station slated to be replaced by the new triplex station. Developed a system head curve and performed preliminary pump selection to size the booster cans and piping. Incorporated provisions to accommodate installation of the new pumps, discharge piping and control valves without taking the existing booster station and pipeline out of service.

Air Expressway Water Pipeline Replacement Project, Victorville Water District, Victorville, CA. Project Manager. Managed design of pipeline plans and prepared specifications for 2,500 LF of 12-inch DIP waterline in conjunction with the City of Victorville's road widening project. The project replaced an existing 8-inch AC waterline, which would not have adequate cover under the new road profile. The line size was upgraded to provide improved fire flow for a new industrial customer and accommodate future growth. Tasks included designing connections to the existing water system and tieovers of existing customer services. Acted as resident engineer during construction phase of the project; tasks included reviewing submittals, responding to RFis and reviewing and negotiating change orders.

National Trails Highway & Turner Road Waterline Realignment, Victorville Water District, Victorville, CA. Resident Engineer. Served as Resident Engineer for the constmction of 1,300 LF of 12-inch DIP waterline, in conjunction with the City of Victorville's National Trails Highway Bridge project. The project replaced the 6-inch AC waterline in Tumer Road, which was slated for demolition by the City, and realigned the pipeline into the new bridge. During constmction, the District extended the scope of the project to connect to the Air Expressway Pipeline on one end and provide new water service to a City park on the other end. Designed 650 LF 12-inch DIP waterline and 1,100 LF 8-inch DIP waterline to be added to the contractor's scope of work via change order. Acted as resident engineer during constmction phase of the project; tasks included reviewing submittals, responding to RFis, and reviewing and negotiating change orders.

Laine E. Carlson, P.E. - Page 2

Well144 Design, Victorville Water District, Victorville, CA. Project Manager. Managed the preparation of design plans and specifications for equipping a new well with a 4,000 gpm vertical turbine pumping unit with a 1 ,250 hp motor. Coordinated with Southem Califomia Edison to provide a new 4160 Volt electric service to the site.

Reservoir 211 Construction, Victorville Water District, Victorville, CA. Construction Manager. Managed the construction phase of a 5 million gallon welded steel reservoir. Acted as construction manager and resident engineer; tasks included managing submittals, responding to RFis, tracking change orders, coordinating special inspections, reviewing pay requests and reviewing contractor's work for general conformance to the plans and specifications. Assisted with obtaining the Department of Public Health water supply pe1mit to operate the tank

Wells 38, 39, 40 and 41, Victorville Water District, Victorville, CA. Construction Manager. Managed construction of four new wells, constructed simultaneously under one $2.6 million contract. Well capacities were 910 gpm, 3055 gpm, 3220 gpm and 1749 gpm, respectively and were equipped with ve1iical turbine pump sets. Acted as construction manager and resident engineer; tasks included managing submittals, responding to RFis, tracking change orders, coordinating special inspections, reviewing pay requests. Performed construction observation for the project, including installation of pump, column and shaft, above and below ground piping, electrical conduit and concrete placement. Perfmmed pump efficiency tests at stmiup to verify pump station pelfmmance met the requirements of the specifications.

Seneca Road Pipeline Relocation, Victorville Water District, Victorville, CA. Project Manager and Project Engineer. Designed pipeline relocations in two intersections in conjunction with a City of Victorville Road reconstruction project. The existing pipeline crossings were discovered to be too shallow during construction so the design had to be performed quickly to avoid pipeline damage and construction delays. Obtained contractor bids, coordinated pre-purchase of the materials to expedite installation and interfaced with City project team to ensure the waterline was protected and to schedule the relocations. Also coordinated installation of a section of the Wel141 Arsenic Pipeline that was planned to cross the road in the near future to avoid cutting the new pavement. Acted as resident engineer during construction phase of the project; tasks included reviewing submittals, responding to RFis and reviewing and negotiating change orders.

Zone 4 Pipeline, Phase 1, Victor Valley Water District, Victorville, CA. Project Manager. Managed design of pipeline plans and preparation of construction documents for 22,000 LF of 24-in ductile iron pipe. This was the first of several major transmission mains necessmy to implement a District-wide re-zoning project and enabled the conversion of a portion of the District to a higher pressure zone and increased available fire flow. The schedule was driven by the opening of a new Home Depot store, which needed the additional fire flow capacity to obtain occupancy permits. Acted as construction manager and resident engineer; tasks included managing the project schedule, reviewing submittals, responding to RFis, managing change orders, coordinating special inspections, reviewing pay requests and reviewing contractor's work for general conformance to the plans and specifications.

Zone 3485 Transmission Main, Victorville Water District, Victorville, CA. Project Manager. Managed design of pipeline plans and preparation of specifications for 7,000LF 30" CML&C Steel Pipe. Coordinated with the City of Victorville to identify and mitigate potential conflicts with City planned capital projects and approved development projects. Assisted with resident engineering duties during construction; tasks included reviewing steel pipe shop drawings and other submittals.

Laine E. Carlson, P.E. -Page 3

Oro Grande Wash Groundwater Recharge Pipeline, Victorville Water District, Victorville, CA. Program Manager. This project was undetiaken by Mojave Water Agency to bting State Water Project water from an existing turnout on the California Aqueduct to proposed percolation basins in the Oro Grande wash. The District assisted MW A on this regional groundwater recharge project as it was constructed entirely within their service area. Served as District representative and worked with MW A's design consultant to select the alignment of 1,400 LF 36" and 12,300 LF 30" CML&C steel pipe. Coordinated with the City of Victorville to ensure the proposed pipeline location did not conflict with any City planned capital projects or approved development projects.

Seneca Road Zone 3170 Pipeline, Victorville Water District, Victorville, CA. Project Engineer. Prepared design plans for 2,000 LF 12-inch pipeline, including designing connections to the existing water system and tie-overs of existing customer services. The project was pali of the Zone 3170 Conversion Plan and enabled the conversion of over 250 homes and businesses to the new pressure zone. Prepared construction sequencing and valve turning plan to convert the area to the higher pressure zone once the pipeline is in service.

Well41 Arsenic Treatment Pipeline, Victorville Water District, Victorville, CA. Project Manager. Managed design of pipeline plans and construction document preparation for 8,300 LF of 16-inch DIP waterline and 14,400 LF 20-inch DIP waterline, including 250 LF of28-in casing installed by jack and bore. The project connected Well41 to the District's existing Balsam Arsenic Treatment Plant after the Arsenic levels in the well rose above the MCL. The pipeline was designed with excess capacity and provisions for future connections to accommodate the addition of other nearby District wells that may require treatment.

Well129 Re-Equipping, Victorville Water District, Victorville, CA. Project Engineer. Designed a new piping connection to re-route an existing well discharge into a nearby raw water transmission main to be treated at an Arsenic removal plant nearly 4 miles away. The well had previously been equipped with a package Arsenic treatment plant but the merging of two water districts enabled more cost effective regional treatment. Developed a new system head curve for the changing operational conditions, and selected new pumping equipment for the well to maintain operating efficiently under the new conditions.

Well203, 205, 207 Pump Redesign, Victorville Water District, Victorville, CA. Project Engineer. The wells, 1,050 gpm, 960 gpm, and 370 gpm respectively, previously pumped directly to the distribution system with reasonable efficiencies. Under the Arsenic rule, they required treatment and were reconfigured to pump into a manifold pipeline to be treated at a single treatment facility. The additional pumping head pushed the pumps into inefficient operating ranges and each well lost approximately 30% of the former pumping capacity. Developed system head curves for multiple scenarios under the new operating conditions and selected new pumping equipment to regain the pumping capacity and efficiency lost due to the changing operation conditions.

Arsenic Treatment Plant Vertical Turbine Pump Evaluation, Victor Valley Water District, Victorville, CA. Contributing Engineer. Evaluated 2 deep well vertical turbine pumps and 3 vetiical turbine booster pump and booster can submittals for confmmance with the project requirements. Provided comments to the contractor and recommended alternate pump selections to maximize pumping plant efficiency.


Zone 3170 Conversion, Victorville Water District, Victorville, CA. Program Manager. Managed the pla1ming, design and implementation of a massive pressure zone conversion that extended an intermediate pressure between 2 zones whose HGLs differed by 225 feet. The project resulted in both increased and decreased pressures and affected thousands of existing customers and many proposed developments. Organized a team of engineers and operators to select the new zone boundaries, consider the phasing, the ability of the system to function properly during the interim periods, the impacts to existing customers, and make provisions to allow for future expansion. Developed detailed phasing plans and coordinated with District crews to implement the conversions and update the District atlas maps accordingly. Due to budget shortfalls, the project schedule was extended by several years, which required revision of the phasing plans and complicated the process of keeping the altas maps current. Coordinated analysis of multiple scenarios in the District's H20NET hydraulic model to ensure the water system could provide adequate service throughout this extended interim period.

Water Master Plan, Victorville Water District, Victorville, CA Project Manager. Managed the preparation of a 20-year comprehensive water master plan, updated atlas maps and hydraulic model for the District's water system using H20NET. Coordinated the collection of data from various depmiments and worked with the District's engineering consultant to establish reasonable assumptions and criteria as the basis for their work. Reviewed draft deliverables and conducted internal review meetings to consolidate recommendations and cmmnents from multiple District staff. Coordinated hydraulic model calibration activities, reviewed calibration and modeling results and attended a general and District-specific training course on the operation and maintenance of the H20 NET hydraulic model.

District Engineering Support, Victorville Water District, Victorville, CA. Assisted District Engineer with ensuring proposed developments comply with District standards. Duties included reviewing proposed developments and evaluating the water system capacity availabel to serve them, identifying conditions of approval, coordinating the preparation of water feasibility studies or Water Supply Assessments and issuing will serve letters. Coordinated analysis of scenarios using the District's H20NET hydraulic model and reviewed and analyzed results. Reviewed plans submitted by developers for compliance with District standards, calculated fees, issued constmction permits and provided engineering supp01i to District inspectors during constmction. Developed and updated standard specifications, standard drawings and approved materials list.

Water Improvement Inspector, Victor Valley Water District, Victorville, CA. Pipeline Inspector. Conducted inpections of water improvments installed for development projects under permits issued by the District. Inspected pipelines, restraints and appurtenances, hot taps, trench bedding and backfill. Conducted bacteriological and hyrdostatic testing and flushing and coordinted third pa1iy testing ofbackflow devices.

Professional Endeavors

Water Systems Consulting, Inc. April2012 to present

Victor Valley Water District I Victorville Water District I City of Victorville April2005 to April 2012 · ·

Kjewit Pacific Company 1999 to 2004


Joshua H. Reynolds, P.E.

Education B.S., Civil Engineering, California Polytechnic University, San Luis Obispo, CA

Professional Registrations Professional Engineer · Civil , California, No. C65400


American Public Works Association, Member

American Society of Civil Engineers, Member

Professional Experience Mr. Reynolds has over 13 years of experience in pipeline design, hydraulic analysis, pump station design and analysis, construction administration, city engineering, and water and sewer master planning. His experience allows him to identify and analyze initial project concepts, prepare construction documents, and monitor construction of the project through project completion.


Big Bear Lake Department of Water and Power, 2010 Water System Improvements Program, Big Bear Lake, CA. Resident Engineer. Managing the construction of 6, 700 LF of 8 tolO-inch PVC pipeline, drilling of two new municipal supply wells, and equipping of two new municipal supply wells. The projects are organized into three separate construction contracts that are proceeding simulaneously and are scheduled to be completed by the fall of 2011. Overseeing the efforts of two prime contractors and three design engineers in delive1'ing this program.

Amantha Waterline Replacement, Park Water Company, Compton, CA.QA/QC Engineer. Preparing design plans for 5,600 LF 8-inch pipeline and 2,520 LF 12-inch pipeline. The new pipelines will be located in street right-of-way and will replace nearly 5,000 LF of existing water mains that are aging, leaking and difficult to access due to their location in inaccessible backyard easements.

California American Water, Design of 300 Linear Feet of 8-inch mainline in Borchard Rd, City of Thousand Oaks, CA. Projewct Manager. Design of 300 linear feet of 8-inch mainline in Borchard Rd. The new pipeline will connect an existing tumout connection with Calleguas Municipal Water District to CAW's system. Project includes the preparation of design drawings and specifications and construction support services.

Nipomo Community Services District, Waterline Intertie Project, Nipomo, CA. Project Engineer. Prepared plans and specifications for design of water transmission, metering, pumping, and treatment facilities to deliver supplemental water from the City of Santa Maria to the Nipomo Cmmnunity Services District. Project components included design of 15,800-lf of 12-in diameter PVC transmission main; 1,150-lf of24-in diameter ductile iron pipe main with 40-ft of cover; 5,1 00-lf of 18-in ductile iron pipe transmission main; 2,650-lf 30-in diameter HDD under the Santa Maria River and up onto the Nipomo Mesa; 200-lf of 36-in diameter jack and bore under the levee of the Santa Maria River; 200-lf of 28-in diameter jack and bore under Highway 101 ; 175-lf of 36-in diameter jack and bore under the Blosser Ditch; magnetic flow metering and flow control station; five (5) pressure reduction valve stations in Nipomo to create a new pressure zone; 500,000-gallon buried concrete reservoir; transmission pump station with four (4) 100-hp vertical turbine pumps; four (4) well head chloramination systems; and a chloramine monitoring and boosting station.

Santa Ynez Band of Chumash Indians, Casino Expansion, Santa Ynez, CA. Project Engineer. Design and preparation of construction documents for all on and off-site water and waste water facility improvements. Services included the design and preparation of construction documents for an off-site 900-lf, 8-inch diameter PVC potable water main; design and p1~eparation of construction documents for a 5,000-lf off-site potable water main comprised of 16-in diameter welded steel pipe 12-in diameter welded steel pipe, and 12-in PVC pipe including a highway crossing and a bridge crossing. Offsite waterline extensions were designed to be owned and operated by Santa Ynez River Water Conservation District IDl.

\V.\H M SY!.II A I ~ Co NS\11\J '•·. INt .

San Miguel Community Services District, River Road Bridge Waterline Crossing, San Miguel, CA. Project Engineer. Designed and prepared conshuction documents for a 2,100-lf waterline crossing the 1, 100-lf River Road Bridge. The pipeline is comprised of 8-inch PVC and 12-inch ductile iron pipe. The project replaced the 8-incb line crossing the old bridge, which is slated for demolition by the County, and realigned the pipeline within the approach and departure roadway to accmmnodate future utility expansion.

City of Pismo Beach, Hollister A venue Upgrades, Pismo Beach, CA. Project Manager/ Engineer. Prepared plans, specifications and cost opinions for 500-lf of 8-in water main as well as rehabilitation of the existing concrete pavement, and curb, gutter and sidewalk upgrades.

McDonalds Corporation, Five Cities Drive Waterline Relocation, City of Pismo Beach, CA. Project Manager/Project Engineer. Designed and prepared constmction documents for a 450-lf 12-inch PVC waterline relocation. The project re-aligned and upgraded the existing 8-inch pipeline to 12-inch as recommended in the City of Pismo Beach Water Master Plan, and moved the pipeline off the proposed McDonald's site. Project included constmction observation and record drawing preparation.

J.H. Land Development Co., Potable Water Booster Station and Water Storage for The Woodlands Development, Nipomo, CA. Project Engineer. Designed and prepared constmction documents for a 4,500-gpm peak flow capacity potable water booster station to serve a proposed 1320-unit development. The booster station contains six pumps at buildout, four 25-hp and two 50-hp. The booster station was designed to accommodate various flow conditions associated with the phased nature of the development, and is controlled by variable frequency drives.

City of Arroyo Grande, Reservoir 1 Replacement Project, City of Arroyo Grande, CA. Project Engineer. Prepared constmction documents for a 2.0 million gallon buried concrete water storage tank. Duties included preparation of site grading plans, waterline alignment and details, storm drain alignment, coordination of dry utility relocation, and conshuction phasing documents.

City of Paso Robles, 21st Street Reservoirs, Paso Robles, CA. Project Engineer. Prepared constmction documents for 2 buried concrete reservoirs with a volume of 3 million gallons each. Responsibilities included access road design, stonn drainage design, water main design, sanita1y sewer design, site grading, and specification preparation.

San Miguel Community Services District, Preliminary Engineers Report for San Miguel Tank and Transmission Main, San Miguel, CA. Project Engineer. Prepared Preliminmy Engineer's Report evaluating project altematives for United States Department of Agriculture loan/grant application. The report evaluated three tank configuration altematives including development of preliminmy site design for each altemative and development of preliminary probable costs for the project. The recommended project contained two 0.6-million gallon welded steel storage tanlcs; approximately 1,800-lf of 16-in diameter welded steel transmission main, with a crossing under USIOI Freeway; and approximately 3,600-lf of 8-in diameter PVC distribution main.

Templeton Community Services District, Lift Station #3 Replacement, Templeton, CA. Project Engineer. Designed and prepared construction documents for a duplex submersible sewage lift station and 800-lf 8-inch diameter sewage force main. The lift station is designed to pump an average daily flow of 190,000 GPD and is capable of pumping a peak flow of 325 GPM.

Joshua H. Reynolds, P.E. -Page 2

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Santa Ynez Band of Chumash Indians, Casino Expansion, Santa Ynez, CA. Project Engineer. Design and preparation of constmction documents for all on and off-site water and waste water facility improvements. The project included a 190,000 SF casino complex with 105-room hotel and parldng stmctures. Project responsibilities included: analysis of the existing sewage collection system capacity to serve the casino expansion including recommendations for improvements to meet the needs of the proposed casino and hotel; design of 12-in and 8-in diameter gravity sewer pipeline improvements; design of two sewage lift stations, one a duplex grinder station, the other a solids handling duplex station capable of 600-gpm; design of a 700-lf, 4-in diameter sewer force main.

City of Arroyo Grande, Lift Station # 1 Upgrade, City of Arroyo Grande, CA. Project Engineer. Designed and prepared constmction documents for a retrofitting an existing drypit/wet-pit sewage lift station to a duplex submersible pump sewage lift station. The new lift station contains two 60-hp submersible solids handling pumps on variable frequency drives, capable of pumping a peak flow of740-gpm. The design included the addition of a new emergency generator, and analysis of flow data to establish the lift station design flow.

City of Paso Robles, Bar Screen Replacement, Paso Robles, CA. Project Manager/ Project Engineer. Prepared plans and specifications for replacement of one of the existing mechanical bar screens with a continuous screen and washer, compacter, bagger unit. Work included hydraulic analysis and design of weirs to control water surface upstream and downstream of the new barscreen.

Templeton Community Services District, Water System Master Plan Update. Project Engineer. Prepared updated water distribution and treatment system master plan including: updated system mapping; development of GIS dataset for the distribution system; spatially allocated water demands using customer consumption records; development of land use water demand factors; creation and calibration of a new hydraulic model; estimated buildout and future demands; hydraulic capacity evaluation; development of a 20 year CIP plan; and preparation of an Integrated Resources Plan combining master plan updates for the District's water and sewer systems.

Descanso Community Water District, Comprehensive Planning Study. Project Manager. Performed a comprehensive analysis of the Descanso Community Water District's water system. Investigated and evaluated integrated treatment systems for the removal of iron, manganese and radon at the District's two production wells. Reviewed demand projections, supply availability, water quality data, and production records to develop a 20 year CIP plan for the District.

City of Pismo Beach, Water Master Plan, City of Pismo Beach, CA. Project Engineer. Developed and calibrated a water model for the city's water distribution system. The water system is comprised of7 pressure zones and over 277,000-lfofpipeline. The model was used to prepare a comprehensive master plan, with detailed recommendations for zone consolidation, water storage, water supply, and distribution system capital improvements, and a CIP to serve cunent and 20-year build-out needs.

State of California, Kern Valley State Prison 500 Bed Expansion. Project Engineer. Prepared preliminary design repmi and facilities plan for the expansion of the existing prison. Responsibilities included preliminary grading, preliminmy design of water, sewer and storm drainage utilities as well as preparation of a Facilities Master Plan depicting the proposed uses and control of the facility.

Joshua H. Reynolds, P.E. -Page 3

Heritage Ranch Community Services District, District Engineering Services, Paso Robles, CA. District Engineer. Heritage Ranch C01rununity Services District is responsible for providing domestic water and sewer service for the community of Heritage Ranch. Responsibilities as District Engineer include plan checking of improvement plans submitted by developers; consultation for operations and maintenance of water and sewer facilities; development of standard specifications and drawings; review of proposed ordinances; updating water and sewer connection fees; existing facility condition review; and the design and construction administration of a galle1y well expansion.

City of King City, City Engineering Services, King City, CA. City Engineer. King City is a growing community of 14,000 people located in the Salinas Valley. Responsibilities as City Engineer include plan checking of improvement plans submitted by developers; plan checking subdivision maps; coordinating/enforcing conditions of approval for tentative tract maps and other proposed developments; consultation for operations and maintenance of sewer collection and treatment, storm drain, and street facilities; development of standard specifications and drawings; review of proposed ordinances; and existing facility condition review and capacity assessment.

Nipomo Community Services District. Development Review, Nipomo, CA. Project Manager/ Project Engineer. Perf01med plan reviews for proposed developments to ensure projects are confonning to District standards; updated District Standards and Specifications; designed Hetrick Avenue waterline upgrades for a 900-lf 12-in PVC potable water line; assessed capacity of the Black Lake Water Booster Station and recommended improvements to remedy existing deficiencies.

Nipomo Community Services District, Plan Check and Inspection, Nipomo, CA. Project Manager/ Project Engineer. Responsible for reviewing development plans submitted to the District seeking permits to build public improvements for housing and commercial developments. Plans are reviewed for adherence to District Standards, comments letters are delivered and tracked. Also inspect the actual improvements when installed and prepare inspection reports for the District.

San Miguel Community Services District, District Engineering Services, San Miguel, CA. Project Engineer. Assisted District Engineer by reviewing improvement plans submitted by developers, and evaluating water and sewer system capacity to serve proposed development prior to issuing will serve letters.


Water Systems Consulting, Inc. February 2011 to present

Boyle I AECOM March 2005 to February 2011

Wallace Group Februmy 2001 to March 2005

Fehr and Peers Associates July 2000 to February 2001

City of San Luis Obispo 1999 and 2000

Joshua H. Reynolds, P.E. - Page 4

Christy L. Stevens, P.E. WAHR S n· II-'1!!- CossutnN• ... , IN l .

Education B.S., Civil Engineering, California Polytechnic University, Pomona, CA


Certifications CDPH Registered D2 Operator, No.41823

CDPH Registered T2 Operator, No. 34939

Professional Affiliations High Desert Mountain Water Association, Member

Inland Counties Water Association, Member

Southern California Water Utilities Association, Member

Professional Experience Ms. Stevens has over seven years of experience working for a public utility, focusing on water, recycled water and wastewater systems. Her experience includes project management, construction administration, pipeline design, pump station design, hydraulic analysis, water and wastewater master planning, and capital improvement planning. Her experience allows her to identify and analyze initial project concepts, design distribution components, prepare construction documents, and monitor construction of the project through project completion.


Big Bear Lake Department of Water and Power, Preliminary Engineering Report for the 2013 Water System Improvements. Project Manager. Prepared a Preliminmy Engineering Repmi to accompany BBLDWP's application to USDA Rural Development to request $4.157 Million in grant and loan funding. The PER provided the background, analysis, justification, cost estimates and implementation schedule for two projects: (1) a 1.0 MG potable water reservoir and 2,750 LF of 12-inch transmission main and (2) drilling and equipping of a potable well and pumping plant and 5,600 LF of 8-inch transmission main. The application was accepted by USDA and has the potential to be funded, subject to USDA receiving adequate budget.

Big Bear Lake Department of Water and Power, Construction Management for the 2011 Water System Improvement Projects: Pipeline Replacements- Construction Contracts la, 4 and 5. Construction Manager. Project involves installing more than 28,900 LF of 8-inch PVC pipeline for a total capital investment of 4.5 million dollars. The projects are organized into three separate construction contracts that are proceeding simultaneously along with two well equipping contracts and are scheduled to be completed by the fall of 2012. Primmy point of contact for the Owner and Contractor. Coordinate weekly progress meetings, RFI responses, submittal and pay estimate reviews and change order negotiations.

Big Bear Lake Department of Water and Power, Construction Management for the 2011 Water System Improvement Projects: Well Equipping- Construction Contracts 6A and 6B. Construction Manager. Project involves equipping three previously drilled municipal-supply water wells with submersible pumps and a package filtration plant. The projects are organized into two separate construction contracts that are proceeding simultaneously along with the three pipeline contracts and are scheduled to be completed by the winter of 2012. Acting as main point of contact for the Owner and Contractor. Coordinate weekly progress meetings, directing the flow of RFI' s, submittal and pay estimate review and change order negotiations.

24" SCLA West Side Water Line, Victorville Water District, Victorville, CA. Project Manager. Managed design of pipeline plans and prepared specifications for 16,400 LF of 24-inch DIP including 400 LF of 36-inchjack and bore steel casing beneath Air Expressway. The project provides the Southern California Logistics Airport (SCLA, formerly George Air Force Base) a fully looped system to ensure reliable high pressure water service and fire flow capacity. Acted as resident engineer during construction; tasks included reviewing submittals, responding to RFis, tracking and negotiating change orders, and reviewing pay requests.

Highway 395 Water Pipeline, Victorville Water District, Victorville, CA. Project Manager. Manage design of pipeline plans and constmction document preparation for 7,500 LF of 12-inch waterline. The project connected two dead end lines to create a looped system and provide the fire flow needed for two major commercial developments scheduled for constmction along Highway 395. Acted as resident engineer during the constmction phase of the project; tasks included reviewing submittals, responding to RFis, tracking and negotiating change orders, reviewing pay requests and reviewing contractor's work for general conformance to the plans and specifications. The project required obtaining constmction permits from Cal trans.

Mojave Bridge Waterline Relocation, Victor Valley Water District, Victorville, CA. Project Manager. Managed design of pipeline plans and worked closely with Caltrans to determine maximum opening size allowed in the bridge. The existing water main conflicted with the bridge abutments; therefore, the initial plan was to install a new main within the bridge. Caltrans required the waterline to be installed within a casing, severely limiting the size of the cmTier pipe. System modeling with H20NET was performed and detennined the existing system has sufficient redundancies to not require the Mojave Bridge crossing for current demands. The District abandoned the existing pipeline, did not install a waterline within the bridge and decided when growth requires the facilities to be replaced an adequately sized pipeline will be jacked and bored under the I -15 freeway.

Nisqualli Road Pipeline Replacement, Phases 1 and 2, Victor Valley Water District, Victorville, CA. Project Manager. Managed design of pipeline plans and prepared specifications for more than 12,000 LF of 12-inch DIP waterline in conjunction with the City of Victorville's road widening project. The project replaced and upgraded an existing 8-inch AC waterline, which would not have adequate cover under the new road profile. The line size was upgraded to provide improved fire flow for a new industrial customer and accommodate future growth. Tasks included designing connections to the existing water system and tie-overs of existing customer services. Acted as resident engineer during constmction phase of the project; tasks included reviewing submittals, responding to RFis and reviewing and negotiating change orders.

Valley Bull{ Pipeline, Victor Valley Water District, Victorville, CA. Project Manager. Managed design of pipeline plans and prepared specifications for 3,100 LF of 12-inch PVC waterline in conjunction with the City of Victorville's intermodal railway project, to increase fire flow to a new commercial development and accommodate future growth. The project replaced an existing 6-inch AC waterline, which conflicted with the new rail alignment and profile. Tasks included designing connections to the existing water system. Acting as resident engineer during the conshuction phase of the project included reviewing submittals, responding to RFis, reviewing pay estimates and negotiating change orders.

Sierra & Pacoima Arsenic Upgrade Pipeline, Victorville Water District, Victorville, CA. Project Manager. Designed pipeline plans and prepared specifications for 2,500 LF of 24-inch DIP. A portion of the existing raw water pipeline system canying untreated water to the Avenal Arsenic Treatment Plant became undersized when a new 1,350 gpm well came online. A parallel pipeline was required to meet the new capacity needs and allow for future growth. Tasks included designing connections to the existing raw water system and the new well discharge piping. Acted as resident engineer during constmction phase of the project which included reviewing submittals, responding to RFis and reviewing and negotiating change orders.

Christy L. Stevens, P.E. - Page 2

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Gateway Water Pipeline, Victorville Water District, Victorville, CA. Project Manager. Design and prepare specifications for 2,500 LF of 18-inch waterline and 3,300 LF of 24-inch waterline. The pipeline was installed prior to constmction of a new Dr. Pepper Snapple Group manufacturing and warehousing facility and was necessary to provide 6,000 gpm fire flow to the 850,000 SF facility. The pipeline was oversized to accmmnodate additional manufacturing industries at the Southem Califomia Logistics Airport. Acted as resident engineer during the constmction phase of the project; tasks included managing submittals, responding to RFis, tracking change orders, reviewing pay requests and reviewing contractor's work for general conformance to the plans and specifications.

Innovation Phase II & Innovation Phase IV Water Pipelines, Victorville Water District, Victorville, CA. Project Manager. Managed the design and constmction of3,600 LF of 16-inch DIP and 4,100 LF of 18-inch DIP respectively. The projects improved fire flow capacity and system redundancy for the existing Newell-Rubbennaid warehouse facility at the Southem Califomia Logistics Airport and provide cmmection access for future commercial developments. The projects were funded by EDA grants which required special considerations to ensure reimbursement. Acted as resident engineer during constmction phase of the projects which included reviewing submittals, responding to RFis and reviewing and negotiating change orders.

National Trails Highway Bridge Waterline Realignment, Victorville Water District, Victorville, CA. Project Manager. Managed design and prepared specifications for 1,300 LF of 12-inch DIP waterline in conjunction with the City of Victorville's National Trails Highway Bridge project. The project replaced the 6-inch AC waterline in Turner Road, which was slated for demolition by the City, and realigned the pipeline into the new bridge. The pipeline was upsized to improve fire flow and accommodate future growth. Tasks included designing connections to the existing water system, tie-overs of existing customer services and developing a phasing plan to minimize water service interruptions for existing customers.

Mariposa Road Zone 3170 Water Pipeline, Victor Valley Water District, Victorville, CA. Project Manager. Managed design of pipeline plans and preparation of constmction documents for 1,500 LF of 12-inch waterline. The project enabled the conversion of a portion of the District to a higher pressure zone and increased available fire flow; the schedule was driven by the opening of a new Costco Warehouse store, which required the additional fire flow capacity to obtain occupancy permits. Acted as resident engineer during constmction phase of the project; tasks included managing submittals, responding to RFis, tracking change orders, reviewing pay requests and reviewing contractor's work for general confmmance to the plans and specifications.

Reservoir 121 Construction & Reservoir 109 Retrofit, Victor Valley Water District, Victorville, CA. Project Manager. Managed design and preparation of constmction documents for a new 500,000 gallon welded steel reservoir and retrofits of an existing 500,000 gallon welded steel reservoir. Reservoir 109 was the only storage tank in an isolated pressure zone. Reservoir 121 was conshucted on the same confined site and had to be brought online before 109 could be taken offline for much needed repairs and retrofits. Acted as resident engineer during constmction phase of the project; tasks included reviewing submittals, responding to RFis and reviewing and negotiating change orders.


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Wells 38, 39,40 and 41, Victor Valley Water District, Victorville, CA. Constmction Manager. Managed constmction of four new pumping plants, constmcted simultaneously under a single 2.6 million dollar contract. Well capacities were 910 gpm, 3,055 gpm, 3,220 gpm and 1,749 gpm, respectively and were equipped with vettical turbine pump sets. Acted as construction manager and resident engineer; tasks included reviewing submittals, responding to RFis, tracking and negotiating change orders, coordinating special inspections, reviewing pay requests and reviewing contractor's work and materials for general confonnance to the plans and specifications. Performed construction observation for the project, including installation of pump, column and shaft, above and below ground piping, electrical conduit and concrete placement. Performed pump efficiency tests at startup to verify pump station perfmmance met the requirements of the specifications.

Zone 2 Balancing Pipeline, Victorville Water District, Victorville, CA. Project Manager. Managed design of pipeline plans and prepared specifications for 8,550 LF of 30-inch DIP. The four reservoirs at the El Evado site west of the I-15 freeway were being undemtilized as piping restrictions did not allow the reservoirs to fill to capacity. Installing a dedicated balancing main between these and the reservoirs on the east side of the I-15 freeway allowed the reservoirs to float at a similar level providing the district with 1.6 MG additional storage. Acted as resident engineer during construction phase of the project; tasks included reviewing submittals, responding to RFis and reviewing and negotiating change orders.

Zone 4 Pipeline, Phase 2, Victorville Water District, Victorville, CA. Project Manager. Managed design and constmction of 18,400 LF of24-inch DIP and 5,250 LF of 16-inch DIP. The project extended Zone 3170 nmthwest across the District to aid in the implementation of the Districts Zone 3170 Conversion Plan and to provide the South em California Logistics Airpmt with higher pressure. Acted as resident engineer during construction phase of the project; tasks included reviewing submittals, responding to RFis, reviewing and negotiating change orders and perfmming construction observation for correctness and conformance with the constmction documents.

La Mesa/Nisqualli Interchange Waterline Relocations, Victorville Water District, Victorville, CA. Project Engineer. Provided plan review and comments during design of the joint project between the City of Victorville and the San Bemardino Associated Governments. All existing waterlines within the project area were being relocated to accommodate the new interchange. Tasks included designing connections to the existing system, tie-overs of existing customer services, providing record drawings and clarification maps to ensure the designer connected to the conect pressure zones and developing a phasing plan to minimize water service interruptions for existing customers.

Well144 Construction, Victorville Water District, Victorville, CA. Construction Manager/Resident Engineer. Managed the construction of a 4,000 gpm pumping plant. The vertical turbine pump set required a 1,250 horsepower motor and 4,160 Volt electrical service. Acted as constmction manager and resident engineer; tasks included reviewing submittals, responding to RFis, tracking and negotiating change orders, coordinating special inspections, reviewing pay requests and reviewing contractor's work and materials for general conformance to the plans and specifications. Performed constmction observation for the underground facilities, and electrical equipment to ensure conformance with the contract documents. Worked closely with Southem Califomia Edison to ensure the high voltage electric service was provided in time for well start up to meet system summer demands. Witnessed pump efficiency tests at statiup to verify pump station perfmmance met the requirements ofthe specifications.


Amethyst Rd Waterline, Victor Valley Water District, Victorville, CA. Project Manager. Designed and prepared contract documents for construction of2,700 LF of24-inch DIP. The pipeline provides an integral com1ection for system redundancy within the Districts' Zone 3170 Conversion Plan west of the I-15 freeway. Acted as resident engineer during construction phase of the project; tasks included reviewing submittals, responding to RFis and reviewing and negotiating change orders.

Water Master Plan, Victorville Water District, Victorville, CA. Project Manager. Managed the preparation of a 20-year comprehensive water master plan and hydraulic model development for the District's water system using H20NET. The system is comprised of36 wells, 26 storage reservoirs, 12 pressure zones, 4 booster pumping stations and over 700 miles of pipeline. Coordinated the collection of data fi·om various departments and worked with the District's engineering consultant to establish reasonable assumptions and criteria as the basis for their work. Reviewed draft deliverables including atlas map updates and conducted internal review meetings to consolidate recmmnendations and cmmnents from multiple District staff. Coordinated hydraulic model calibration activities, reviewed calibration and modeling results and attended a general and District-specific training course on the operation and maintenance of the H20NET hydraulic model.

Zone 3170 Conversion, Victorville Water District, Victorville, CA. Program Manager. Managed the planning, design and implementation of a massive pressure zone conversion that extended an intermediate zone between 2 zones whose HGLs differed by 225 feet. The project resulted in both increased and decreased pressures and affected thousands of existing customers and many proposed developments. Prepared planning maps and organized a team of engineers and operators to select the new zone boundaries, consider the phasing, the ability of the system to function properly during the interim periods, the impacts to existing customers, and make provisions to allow for future expansion. Developed detailed phasing plans and coordinated with District crews to implement the conversions and update the District atlas maps accordingly. Due to budget shortfalls, the project schedule was extended by several years, which required revision of the phasing plans and complicated the process of keeping the atlas maps current. Coordinated analysis of multiple scenarios in the District's H20 NET hydraulic model to ensure the water system could provide adequate service throughout this extended interim period.

District Engineering Support, Victorville Water District, Victorville, CA. Assisted District Engineer with ensuring proposed developments comply with District standards. Duties included reviewing proposed developments and evaluating the water system capacity to serve them, identifYing conditions of approval, coordinating the preparation of water feasibility studies or Water Supply Assessments and issuing will serve letters. Reviewed plans submitted by developers for compliance with District standards, calculated fees, issued construction pennits and provided engineering support to District inspectors during construction. Created plan check procedure guidelines used for training technical staff. Reviewed Ordinances before being subtnitted to City Council.

Water Standard Drawing Development, Victorville Water District, Victorville, CA. Project Manager. Two separate water districts merged to fonn the Victorville Water District, necessitating consolidation of their standards and requirements. Organized a team of managers, operators, inspectors and engineers representing both former entities to discuss the differences in standards and collectively develop a set of standards and requirements for the new combined District. The project also included the development of an approved materials list to be referenced on the standard drawings. Oversaw the preparation of the new standards and managed subsequent revisions and additions.


SCLA Water System Field Investigation, Victorville Water District, Victorville, CA. Contributing Engineer. The Southern California Logistics Airpmi (SCLA), Former George Air Force Base, is home to large commercial warehousing and manufacturing facilities that require a fire flow of 6,000 gpm at 20 psi. The water system is adequately sized to meet these requirements but during the fmal inspection of a newly constmcted distribution facility, the fire flow test results were inadequate and significantly lower than calculated values. Researched record drawings for potential valves not shown on atlas maps and calculated the expected pressure and flow at selected locations throughout the system. Performed selective field flow tests for comparison with calculated flows to field verify the position of system valves and PRY settings. Used a systematic approach to narrow down the problem and successfully identified a closed valve as the cause of the reduction in flow.

Federal Bureau of Prisons Water Service Contract, Victorville Water District, Victorville, CA. Project Engineer. Secured a 10-year contract with the Department of Justice, Bureau of Prisons to provide domestic water service to the Victorville Federal Correctional Complex (FCC). Tasks included coordinating closely with the Contracting Officer to ensure all deadlines were met, calculating the estimated monthly fees and determining if water rights were available for the FCC.

Bear Valley Rd, 2nd Ave to 3rd Ave Waterline Lowering, Victorville Water District, Victorville; CA. Project Engineer. During the constmction of a business complex along Bear Valley Road the Developer encountered a shallow water main between 211

ct Ave and 3rct

Ave. In an effort to not delay the Developers' schedule the waterline was quicldy redesigned in an aftemoon.

Lorene Drive Waterline Relocation, Victorville Water District, Victorville, CA. Project Engineer. Designed a 200 LF 8-inch PVC waterline relocation. The project re-aligned an existing 8-inch AC waterline and moved the pipeline out of the proposed Auto Zone's building footprint.


Water Systems Consulting, Inc. April2012 to present

Victor Valley Water DistrictNictorville Water District/City of Victorville April2005 to April2012


Christopher John Malejan, P.E.

Education M.S., Civil and Environmental Engineering, California Polytechnic University, San Luis Obispo

B.S., Environmental Engineering, California Polytechnic University, San Luis Obispo


Certifications CADPH Registered T2 Operator #32607

CADPH Registered D2 Operator #41543

Course Training Competent Person in Excavation and Trenching

Permit Confined Space Entry Course Completion

NPDES Qualified SWPPP Developer & Practitioner


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Professional Experience Mr. Malejan has over three years civil engineering experience including constmction management, program management, design, and planning for various water resomce projects throughout the State. Mr. Malejan's experience in constmction management includes bidding assistance and recmmnendation, document manager, claims negotiations manager, scheduler, and budget tracker. Mr. Malejan has worked with the USDA to secure funding and has knowledge of the obligations and requirements of USDA throughout the constmction project.


Big Bear Lake Department of Water and Power, 2010-2011 Water System Improvements Program, Big Bear Lake, CA. Assistant Program Manager. Development and implementation of a $13 million capital improvement program which includes four new municipal supply wells, one wellhead water treatment plant, and more than 35,000 LF of distribution and transmission pipeline replacement. Prepared funding applications and supporting documentation to bring more than $11 million in grant and low interest loan financing to suppmt the program through the USDA. Prepared bid packages for three constmction contracts, managed the bidding process and prepared final contracts to initiate constmction. Prepared requests for proposals for professional design engineering services for the 2011 projects, and patticipated in consultant selection. Performing design review and contract administration throughout design development, bidding and contracting.

Big Bear Lake Department of Water and Power, Construction Management for the 2010 Water System Improvement Projects: Construction Contract 1- Pipeline Replacement. Assistant Constmction Manager. Project involves installing 6,700 linear feet of 8-inch and 1 0-inch PVC pipe. Prima1y point of contact for the Owner and Contractor. Prima1y involvement in coordinating weekly progress meetings, directing the flow ofRFI's and Submittals, Pay Estimates and main negotiator in all Change Orders.

Big Bear Lake Department of Water and Power, Construction Management for the 2010 Water System Improvement Projects: Construction Contract 2- Well Drilling and Construction. Assistant Constmction Manager. Project involved drilling and fully developing two (2) new municipal-supply water wells; one well to a depth of730 feet and the other well to a depth of 100 feet. Primaty point of contact for the Owner and Contractor. Primmy involvement in coordinating weekly progress meetings, directing the flow ofRFI's and Submittals, Pay Estimates and main negotiator in all Change Orders.

Big Bear Lake Department of Water and Power, Construction Management for the 2010 Water System Improvement Projects: Construction Contract 3- Well Equipping. Assistant Constmction Manager. Project involves equipping two (2) previously drilled municipal-supply water wells. Acting as main point of contact for the Owner and Contractor. Prima1y involvement in coordinating weekly progress meetings, directing the flow ofRFI's and Submittals, Pay Estimates and main negotiator in all Change Orders.

California American Water, Design of 300 Linear Feet of 8-inch mainline in Borchard Rd, City of Thousand Oal\s, CA. Project Engineer for the design of 300 linear feet of 8-inch mainline in Borchard Rd. The new pipeline will connect an existing tumout connection with Calleguas Municipal Water District to CAW's system. Project includes the preparation of design drawings and specifications and constmction support services.

California American Water, Moorpark Booster Station Replacement, City of Thousand Oaks, CA. Project Manager. Managing the planning, permitting, and design of the Moorpark Booster Station replacement project. Project includes the replacement of an existing 700 gpm booster station in an underground vault with an equivalent sized underground booster station adjacent to the existing. The project also includes the calibration of the existing water model through hydrant testing to assist in the identification of existing fire flows in the service area. Tasks include scheduling and budget management, technical oversight over design, review of fire flow analysis and basis of design report, permitting coordination, overview of design documents, and contract administration.

California American Water, White Stallion Booster Station Replacement, City of Thousand Oal<s, CA. Project Manager. Managing the planning, permitting, and design of the White Stallion Booster Station replacement project. Project includes the replacement of an existing 150 gpm booster station with a 450 gpm booster station within the existing CMU building. Prepared water demand memo to evaluate and recotmnend the capacity of the White Stallion booster station. Tasks include scheduling and budget management, teclmical oversight over design, review of basis of design report, permitting coordination, overview of design documents, and contract administration.

California American Water, Los Robles Tank #1 Replacement, City of Thousand Oal<s, CA. Project Manager. Managing the planning, permitting, and design of the Los Robles Tan1c #1 replacement project. Project includes the replacement of a 140,000 gallon bolted steel tan1c with a 400,000 gallon welded steel reservoir. Prepared the grading plans, demolition plan, and site piping plans. Tasks include scheduling and budget management, technical oversight over design, permitting coordination, overview of design docwnents, and contract administration.

California American Water, Reservoir Replacements, City of Thousand Oaks, CA. Project Manager. Managing the planning, permitting, and design of the Pace, Potrero #1, and Moorpark Reservoir replacement projects. Project includes the replacement of the liner, roof, and structural improvements for three rectangular hopper bottom style reservoirs with capacities of 660,000, 1,600,000 and 1,800,000 gallons. Tasks include scheduling and budget management, technical oversight over design, pe1mitting coordination, overview of design documents, and contract administration.

City of Morro Bay, On-Call Construction Management Services, Morro Bay, CA. Resident Engineer. Perfmming on-call construction management services for several of the City's water and wastewater infrastructure improvement projects including upgrades to two (2) of the City's sewer lift stations, installation of new forcemain, gravity sewer rehabiltiation and new water distribution pipelines.

California American Water, Ventura Districts Steel Reservoir Rehabilitation and Restoration. Assistant Project Manager. Providing project management support for the restoration and rehabilitation of 6 separate above ground steel reservoirs for the Ventura Districts. Responsibilities include managing the schedule for which each tan1c will be taken offline during the restoration. Managing all permits associated with the project. Invoice review and approval and monthly budget tracking.

Professional Endeavors Water Systems Consulting, Inc. April 2010 to present

Los Angeles County Sanitation Districts 2008

Christopher J. Malejan, M.S., P.E. -Page 2

Lianne S. Williams, P.E., M.S.

Education M.S., Civil and Environmental Engineering, Stanford University

B.S., Mechanical Engineering, California Polytechnic State University, San Luis Obispo

Professional Registrations Professional EngineerMechanical, California, No. M35941

Presentations How "green" is your water? Forecasting greenhouse gas emissions from a large California water utility. AWWA Sustainable Water Management Conference, Portland, Oregon . March 2012.

Professional Experience Ms. Williams has mechanical engineering experience specializing in energy efficiency and utility program supp011. Her experience includes energy analysis for utility incentive programs, energy efficiency appliance standards development, energy efficiency education, and construction field engineering. Her most recent experience has been focused on the water-energy nexus, integrating energy and climate considerations into water planning. Ms. Williams' graduate studies focused on energy efficiency, renewable energy development, and energy policy.

Representative Projects City of Pismo Beach, Well Condition Assessment, Pismo Beach, CA. Project Manager. Performing an evaluation of the City's two drinking water production wells, Well #5 and Well #23. The project includes an evaluation of specific capacity, well perfmmance, plant efficiency, energy intensity trends, energy savings potential, condition of motor, pump, and electrical system, and improvement costs. WSC is coordinating with PG&E to obtain baseline data and subsidized pump testing. Results will be incorporated into a prioritized well capital improvement plan.

City of Pismo Beach, Five Cities Lift Station Replacement, Pismo Beach, CA. Project Engineer. Preparing design plans and specifications for the upgrade to the City's Five Cities Lift Station and forcemain. Project includes lift station alternatives analysis, pump selection, design of new submersible duplex lift station with a design flow of 625 gpm, and design of new 2,200-LF forcemain. Coordinating with PG&E to obtain energy efficiency incentives. Managing geotechnical, environmental and surveying work.

Templeton Community Services District, Water and Sewer Master Plan Update, Templeton, CA. Project Engineer. Pe1formed lift station capacity evaluation as part of the sewer master plan update. Assisting with development of water and sewer Capital Improvement Plan, including pefmming cost estimating for water and sewer capital projects.

City of Morro Bay, On-Call Construction Management Services, Morro Bay, CA. Project Engineer. Perfonning on-call construction management services for several of the City's water and wastewater infrastructure improvement projects including upgrades to two (2) of the City's sewer lift stations, installation of new forcemain, gravity sewer rehabiltiation and new water distribution pipelines.

County of San Luis Obispo, Coastal Branch Supplemental Modeling Scenarios, San Luis Obispo, CA. Staff Engineer. Investigated the capacity relationship between the Lopez turnout and the Santa Barbara County turnouts of the Coastal Branch pipeline to understand the impact of increasing flow rates to the Lopez tumout on the Santa Barbara County tumouts. Utilized the WaterGEMs® hydraulic model from the Coastal Branch Capacity Assessment and the maximum operating HGL from the Coastal Branch Pressure Class Evaluation to run five (5) supplemental steady state modeling scenarios.

City of Arroyo Grande, Well Condition BasedAssessment, Arroyo Grande, CA. Staff Engineer. Pe1fonned a well condition based assessment, which included an evaluation of overall plant efficiency, energy intensity, estimate of potential energy savings, evaluation of specific capacity, and prioritization of well improvements.

City of Arroyo Grande, Water System Master Plan, Arroyo Grande, CA. Staff Engineer. Assisted with developing a Master Plan for the City's drinking water production and distribution system. Work included a condition assessment of the water distribution system, a condition assessment of the City's groundwater wells, an evaluation of energy usage, and a ·prioritized risk-based Capital Improvement Plan.

West Valley Water District, Recycled Water Master Plan- Part 1, Rialto, CA. Staff Engineer. Assisted with Part 1 of the District's Recycled Water Master Plan. Performed a beneficiaries analysis and evaluated funding and financing options for the District's potential recycled water program. Developed a conceptual cost allocation model and a preliminary financial strategy.

California American Water Company, San Diego County District 2010 Urban Water Management Plan, San Diego, CA. Staff Engineer. Primmy author of the UWMP. Prepared the 2010 UWMP to fulfill the requirements of the Urban Water Management Planning Act. Developed 20 year per capita water use projections by census block within the CAW boundary in accordance with California Senate Bill x 7-7. Evaluated supply, supply reliabilty, demand, supply and demand comparisons, demand management measures and climate change mitigation and adaptation strategies.

California American Water Company, Sacramento, Monterey County, Ventura County and Los Angeles County Districts 2010 Urban Water Management Plans, Various Cities, CA. Staff Engineer. Developed the demand management measures analysis for the UWMPs, to fulfill the requirements of the Urban Water Management Planning Act. Prepared an optional energy evaluation and evaluated climate change mitigation and adaptation strategies.

California American Water, Energy Use Study for the Sacramento and Monterey County Districts, Sacramento and Monterey, CA. Staff Engineer. Performed an analysis of operational optimization and energy efficiency oppmtunities to reduce energy usage, as well as an assessment of renewable generation potential from solar PV and in-conduit hydropower. Work included analysis of control strategy for the Arden service area in Sacramento to improve controls to allow a reduction in system operating pressure. Identified energy efficiency oppmiunities for the highest energy consuming wells and booster stations in Monterey.


Water Systems Consulting, Inc. March 2011 to present

Pacific Gas and Electric Company August 2007 to September 2009

Unlimited Construction Services, Inc. June 2005 to September 2005 (Intern)

Lianne 5. Williams, P.E., M.S. -Page 2

Daniel Eric Heimel, P.E., M.S.

Education M.S., Civil and Environmental Engineering, Cal Poly San Luis Obispo

B.S., Environmental Science, California State University Chico


Operator Certifications CDPH Registered 04 Operator #28472

CDPH Registered T2 Operator #26014


Air & Waste Management Association, Member

Professional Experience Mr. Heimel has over nine years of engineering and operations experience in the water and wastewater industty. He has worked for two public water utilities in an operations capacity, making him knowledgeable of the day-to-day operations that keep water supply, water treatment, and water distribution facilities functioning. His experience includes project and program management, hydraulic modeling, GIS implementation, water quality and drinking water utility regulatmy compliance, sampling plan development and implementation, recycled water implementation, pilot studies, water quality and water supply watershed monitoring, groundwater recharge facility operations, and water quality data analysis.

Representative Projects Templeton Community Services District, Water System Master Plan Update. Prepared updated water distribution and treatment system master plan including: updated system mapping; development of GIS dataset for the distribution system; spatially allocated water demands using customer consumption records; development of land use water demand factors; creation and calibration of a new hydraulic model; estimated build-out and future demands; hydraulic capacity evaluation; development of a 20 year CIP plan; and preparation of an Integrated Resources Plan combining master plan updates for the District's water and sewer systems.

Central Coast Water Authority, Coastal Branch Pressure Class Evaluation. Evaluated capacity of the Coastal Branch Pipeline through the development of a maximum operating HGL for Reaches 5A2, 5B and 6. Developed maximum operating HGL by incorporating GIS shapefiles with pipeline elevation data from record drawings and pressure class infonnation obtained fi·om a detailed stmctural evaluation of the pipepline. Compared pipeline HGL, under various scenarios, against the maximum operating HGL to determine maximum capacity of the pipeline to deliver State Water Project Water to the Central Coast. Developed pipeline reinforcement recommendations for increasing the capacity of the pipeline.

County of San Luis Obispo, Coastal Branch Pipeline Model Development. Created a WaterGEMS hydraulic model using GIS shapefiles and as-built construction drawings for the one hundred mile long Coastal Branch pipeline. Oversaw the calibration of the pipeline hydraulic model using historical SCAD A pressure and flow data for the pipeline. Coordinated a Model Development Workshop with the County of San Luis Obispo and the Central Coast Water Authority to review the accuracy of the model and clarify data anomalies. Developed flow test procedures to field test the modeled capacity of the pipeline.

Descanso Community Water District, Comprehensive Planning Study. Perfmmed a comprehensive analysis of the Descanso Community Water District's water system. Investigated and evaluated integrated treatment systems for the removal of iron, manganese and radon at the District's two production wells. Reviewed demand projections, supply availability, water quality data, and production records to develop a 20 year CIP plan for the District.

County of San Luis Obispo, Lopez Pipeline Capacity Re-evaluation. Evaluated the impact of a pipeline pigging project on pipeline HGL and turnout capacity. Organized a flow test to dete1mine improvement to Hazen-Williams coefficient of30,000 LF of 18" cement mmiar lined steel pipe. Utilized a WaterGEMS hydraulic model to compare pre and post piggin flow test results to determine improvement to pipeline HGL. Quantified improvement to pipeline capacity by estimating increase in turnout capacity.

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County of San Luis Obispo, Chorro Valley Pipeline Model Development. Developed a GIS based hydraulic model for the Chorro Valley Pipeline using information obtained from construction drawings, teclmical memorandums, and field interviews. Coordinated a pipeline flow test, along the twelve mile long pipeline, to detennine operating pressures at varied flow rates. Calibrated the model using historical SCAD A data and flow test hydraulic grade line data. Developed a technical memoradum that was used to resolve an observed hydraulic anomaly within the Chono Valley Pipeline.

County of San Luis Obispo, Coastal Branch Capacity Assessment. Performed a capacity analysis on the Coastal Branch pipeline to determine the potential for additional State Water Project deliveries to the Central Coast. Coordinated a Scenario Development Workshop for SWP contractors to determine the specific modeling scenarios to be used in the capacity assessment. Oversaw monthly progress report meetings with the County of San Luis Obispo and the Central Coast Water Authority. Analyzed numerous demand/deliver scenarios to determine the pipeline's maximum capacity.

Northern Cities, Lopez Pipeline Capacity Assessment. Created and calibrated a GIS based hydraulic model of the Lopez pipeline to analyze the available capacity of the pipeline to deliver additional State Water Project (SWP) deliveries to the Northern Cities. Evaluated numerous delivery scenarios to determine the maximum delive1y potential under exising conditions and potential deliveries with infrastructure improvements. Developed delive1y schedules for future SWP deliveries based on historical demand data and pipeline capacity results.

City of Redwood City, IDSE SMP Preparation. Researched and developed Redwood City's Initial Distribution System Evaluation Standard-Monitoring Plan (IDSE SMP) for compliance with the Stage 2 Disinfection By-Products Rule. Performed a fluoride tracer study to analyze hydraulic residence times within Redwood City's water distribution system. Developed a GIS water quality data tool to analyze historic chlorine residuals and aid in determining ideal disinfectant by-product sampling locations. Presented Redwood City's IDSE SMP at the 2006 Cal-Nevada A WW A Spring Conference.

Alameda County Water District, GIS Upgrade of Water Quality Mapping Tools. Performed a complete upgrade of Alameda County Water District's GIS water quality mapping tools. Convelied all program files from Mapinfo 6.5 to ArcGIS 8.2 to improve efficiency and quality of the visual data presentation.

Alameda County Water District, Groundwater Recharge Facilities Operations and Maintenance Management. Developed groundwater recharge monitoring database to track all operations of the Alameda Creek diversion facilities and groundwater recharge ponds. Directed maintenance of meters and valves at the groundwater recharge facilities. Compiled data and created regulatmy reports related to the groundwater recharge operations. Oversaw watershed water quality monitoring and used GIS to spatially analyze water quality data.

City of Redwood City, Annual Water Quality Report Development. Oversaw the development and distribution of Redwood City's Annual Water Quality Repmis (Consumer Confidence Repmis) from 2006-2008. Collected and compiled all California Department of Public Health water quality data. Coordinated and supervised all graphic design work, printing, mailing of the AIIDual Water Quality Repmis. Developed a GIS application to facilitate mailing to all of Redwood City's 85,000 residents .

Daniel Eric Heimel - Page 2

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City of Redwood City, Annual Report to the California Department of Public Health (CDPH) Drinldng Water Program. Oversaw the creation of Redwood City's development of the Annual Report to the CDPH Drinking Water Program from 2006-2008. Compiled all regulatory water system data required within the repmi. Developed GIS tools to streamline the data collection process from year to year. Developed a standard operating procedure to aid in the development of future Annual Reports to the Drinking Water Program.

Alameda County Water District, Desalination Pilot Plant Operation. Operated a brackish water desalination pilot plant at the Alameda County Water District Newark Desalination Facility to analyze the feasibility of operating without sulfuric acid addition. Evaluated several anti-sealant compounds to determine the membranes operating efficiencies under various recovery scenarios. The results of the pilot study showed that the reverse osmosis membranes could be operated without acid addition, thus saving thousands of dollars in chemical cost and eliminating the need for onsite storage of a hazardous chemical.

City of Redwood City, Water Quality Sampling and Management Program. Managed all water quality operations for the City of Redwood City's drinking water system. Developed and implemented sampling plans, ensured regulatmy compliance, created and submitted all Califomia Department of Public Health (CDPH) and Environmental Protection Agency (EPA) regulatmy repmis. Developed a water quality database to create a more efficient system for data tracking and analysis.

Bay Area Water Supply and Conservation Agency (BA WSCA), Chair of the Water Quality Committee. Member of and held the position of chair of the BA WSCA Water Quality Committee from July 2005 through December 2008. Coordinated all Water Quality Committee meetings for the 26 water utilities that receive water fi-om the San Francisco Public Utilities Commission.

Bay Area Water Supply and Conservation Agency (BA WSCA), Water Quality Notification Alerts. Oversaw negotiations between the San Francisco Public Utilities Commission (SFPUC) and the BA WSCA utilities to ensure that each retail agency received informative and timely notification of water quality upsets. Developed specific water quality criteria consisting of water quality parameter limits and durations that would trigger a water quality notification.

City of Redwood City, Distribution Storage Facility Nitrification Analysis. Developed and implemented a detailed sampling plan to analyze all of Redwood City's distribution system storage tanks and reservoirs for nitrification and short circuiting. Oversaw data collection and developed operational procedures to mitigate storage facility nitrification events. Researched and implemented a beta test of a PAX Water Systems water mixing device in Redwood City's Cambridge #2 storage tank. Upon successful completion of the beta testing, oversaw the pennanent installation of a PAX water mixing device to prevent nitrification.

Alameda County Water District, Joint Cryptosporidium Monitoring Plan. Developed and coordinated a Joint C1yptosporidium Monitoring Plan with the Zone 7 Water District, Alameda County Water District, and Santa Clara Valley Water District to monitor c1yptosporidium concentrations along the South Bay Aqueduct for compliance with the Long Term 2 Enhanced Surface Water Treatment Rule (LT2ESWTR). Coordinated testing schedules and data sharing amongst the three agencies to reduce the analytical costs . associated with compliance with the LT2ESWTR.


Alameda County Water District, Installation of USGS Stream Gage on Arroyo De La Laguna. Coordinated and oversaw the installation of a USGS Stream Gage on the Arroyo De La Laguna near Pleasanton, Ca. Investigated the site location, coordinated communication installation, and enabled real-time access to stream gage data for the Alameda County Water District water controllers. Stream gage provided early waming data necessary for the operation of the Alameda County Water District rubber dam diversion facilities during storm flow events.

City of Redwood City, Water Quality Standard Operating Procedures. Developed detailed step-by-step standardized operating procedures (SOPs) for all water quality related activities within Redwood City's distribution system. Comprehensive SOPs were developed for water main installation/repair, temporaty water main installation, customer water quality complaint investigation, recycled water sampling and all water quality monitoring/sample collection. SOPs included procedures for responding to positive samples for total coliform and E. coli in accordance with CDPH regulations and templates for the completion of Chain of Custody fmms.

Professional Endeavors Water Systems Consulting, Inc. March 2010 to present

City of Redwood City. July 2005 to July 2009

Alameda County Water District June 2002 to July 2005


1. QUALIFICATIONS OF CONSULTANT STAFF

RESUME

DAVID RAGLAND, PE, LS

EDUCATION

• Humboldt State University, CA, Bachelor of Science

REGISTRATION

• Registered Civil Engineer • Licensed Land Surveyor

HIGHLIGHTS

• 30 years of diverse experience in public and private projects.

• Managed multi-disciplinary teams dealing with the planning, engineering, entitlement, environmental permitting, development and construction of urban and rural development, and public works projects.

• Special experience on complex grading and hillside developments (40,000 acres of hillside properties).

• Project Manager for the design, construction and management of a variety of projects, including: o Major infrastructure

projects for public agencies (Freeway Interchanges, Roadways, Water, Storm Drain and Sewer Facilities and Master Plans).

o Commercial and Retail Development.

o Residential Development nd Master Planned Communities.

--~------

Civil Engineering and Surveying Manager

SUMMARY Mr. Ragland is a civil engineer and land surveyor with approximately 30 years of diverse experience in a wide variety of projects in civil engineering. He has managed numerous multi-disciplinary teams dealing with the planning, engineering, entitlement, environmental permitting, development and construction of urban and rural development, and public works projects. His experience also includes special emphasis on complex grading and hillside developments (has worked on the civil engineering and development of more than 40,000 acres of hillside properties), preparation of due diligence and project feasibility analysis, through conceptual planning and design to entitlement and construction. He served as Principal Project Manager for the design, construction and management of a variety of projects, including: • Major infrastructure projects for public agencies (Freeway

Interchanges, RoadWays, Water, Storm Drain and Sewer Facilities and Master Plans).

• Commercial and Retail Development. • Residential Development and Master Planned Communities.

PROFESSIONAL EXPERIENCE Some of significant projects managed by Mr. Ragkand are:

• Arrowhead Springs Specific Plan and Development: Development of 1,916-acre site, 1,350 residential units, 1 m sf commercial, golf course.

• San Elijo Hills Development: Development of 2000 acre master planned community, including preparation of Specific Plan, TM, Final Map, construction plans for all necessary infrastructure, environmental permits and Communities Facilities District.

• Campus Parkway Roadway: Design of a new roadway for a length of approximately 2 miles.

• CaiState University Main Access Road: Design of a new roadway for a length of approximately 1.5 miles.

• City of Commerce: Master Sewer Study Telegraph Corridor revitalization project.

• University Park Storm Drain Design: Design of storm drain system with pipes ranging in size from 18 to 60 inches.

• University of Riverside: West Campus Infrastructure, including sewer, storm drain, water, design.

• City of San Bernardino: Design of 3500 feet of 20 to 36 inch ductile iron water transmission main in the City of San Bernardino.

• City of Riverside: Water distribution analysis and computer modeling for University of California Riverside West Campus expansion.

• City of San Diego: Green Valley Water line design and construction. 5000 feet, 30" Reinforced concrete water line and pressure reducing.

1.2

I

1_ 4 MAPCO fnlwsrEch

John C. Calton, PE J Calton Engineering 5723 Oak Creek Place, Granite Bay, CA 97546 Email: [email protected] Phone: (916) 375-9797

Education B.S. /1985 I Electrical Engineering, University of California, Los Angeles

Registrations Registered Professional Electrical Engineer, CA No. E14099, 1993 Registered Professional Electrical Engineer, NV No. 17605, 2006 Registered Professional Electrical Engineer, AR No. 12497, 2006 Registered Professional Electrical Engineer, AZ No. 51217, 2010

Professional Background

Key Project Experience

Mr. Calton has over twenty-five years of experience in water and waste water related projects. He has perfmmed electrical designs for water treatment facilities, pumping plants, lift stations, ground water wells, reservoirs and fish screens. John has also provided instmmentation design for above-mentioned projects, in addition to programming programmable logic controllers (PLC) and configuring in-plant supervismy control and data acquisition (SCADA) systems. He has been involved on numerous projects during the constmction phase providing construction management support ranging from shop drawings review, contract document clarifications, change order negotiations, constmction inspection, field testing, weekly coordination meetings, staff training and system start-up. Mr. Calton has on-call support roles with Sacramento County Water Agency, CA and City of Roseville, CA.

Water Treatment Plant On-Call Support, City of Roseville, CA - Mr. Calton has an ongoing On-Call contract with the City of Roseville Water Treatment Plant to provide electrical and instrumentation design and SCADA programming as needed. On-Call suppmi has been provided since 2009. Water Treatment Plants Rehabilitation Project, City of Sacramento, CA- Lead electrical engineer performing detailed design for the project. Work included preparation of detailed construction bid documents; over 170 contract drawings and Division 16 specifications for this $114 million-dollar project. Electrical design of water treatment plant rehabilitation project including new 21 kV SMUD services to 4160 V electrical substation. Design of new High Service Pump Station with eight 1000 hp motors; including four on 4160 V variable frequency drives. Project included a 4160 V loop distributing power through out plant facilities and intake pump station. Design included new Flocculation/Sedimentation Basins, eight new Filters, and Dewatering Building with 250 hp centrifuges, Thickeners, and Waste Water Lagoons and miscellaneous process pump stations. Design completed 2012. Bridge District Lift Station, West Sacramento, CA- On site electrical and instrumentation constmction management suppmi including field inspection, submittal review, RFI response, as-built drawings and both factmy and field witness testing. Project specifics included three 70 HP submersible pumps, stand-by power generator, programmable logic controllers, station flow, pressure, bubbler, and power monitoring. Mr. Calton provided Owner with a complete set of redlined drawings that were coordinated with the Contractor. John also provided the witnessing of on-site PLC and SCADA system testing and stmi-up, and coordinating effmis between Contractor and Owner's Operational staff. Project was completed in 2012. Parlin Ranch Lift Station, West Sacramento, CA - Lead electrical engineer perfmming detailed design of the Parlin Ranch Lift Station. Project specifics included two 10 HP submersible pumps, stand-by power generator, programmable logic controllers, station flow, pressure, bubbler, and power monitoring. Provided office Construction Management suppmi. Anatolia Lift Station, Sacramento County, CA - Lead electrical engineer performing detailed design of the Anatolia Lift Station. Work included preparation of construction bid

documents, drawings and specifications for this 3.6 MGD facility. Project specifics included two 45 HP submersible pumps with option for two more VFD driven 250 HP submersible pumps, stand-by power generator, programmable logic controllers, station flow, pressure, and power quality control monitoring. Provided office Constmction Management suppmt. Fluoridation Project of 32 Sites, Sacramento County Water Agency, CA - Mr. Calton provided electrical and instmmentation design, and constmction management support for addition of fluoride facilities at 26 wells and 6 water treatment plants. Well sites included upgrades to hypochlorite facilities as well. Scope included addition of fiberglass sheds to house chemical tanks and pumps. Chemical feed systems tied into SCADA system for monitoring and control. This First 5 funded project ($4.7 million) was completed late 2012. Woodcreek North and Diamond Creek Well Pump Stations and Recharge Facilities, Roseville, CA- Lead electrical and instmmentation engineer for these 350 HP well and aquifer recharge facilities including chemical treatment. Work included preparation of detailed electrical design drawings; including site layouts, interconnect diagrams, control schematics and conduit schedules. Provided instmmentation drawings, P&IDs and control panel layouts. Project scope included water quality monitoring equipment and remote control from City SCADA system. Mr. Calton assisted in site start-up and functional testing for the Diamond Creek Well. Woodcreek North Well was completed in 2008. Callaway Canal and Lerdo Canal Interconnection, North Kern WSD, Kern County, CAMr. Calton was lead electrical and instmmentation engineer for design of this 400 cfs pumping facility. Project includes four 800 HP motors and one 400 HP motor and one 200 HP motor, all operating at 4160 volts. Project includes outdoor medium voltage switchgear rated for continuous operation in high heat conditions. Design includes sonic style flowmeter; solid state motor protection relays and reduced voltage sta1ting. Constmction completed in 2011. San Carlos h-rigation Project Rehabilitation, San Carlos I&DD, Pinal County, AZ - Mr. Calton was lead electrical and instmmentation engineer for design of Ashurst-Hayden Diversion Dam headworks rehabilitation and Florence-Casa Grande Canal Settling Basin project. Project included electrical sluice gate actuators, trash rake system, sediment removal system, instmmentation, closed circuit television (CCTV) and SCADA. SCADA remote monitoring and controls was via radio telemetry to Bureau of Indian Affairs office located 30 miles away. Local programmable logic controllers and touch screen interface panels allowed for on-site control, alarm management, and status monitoring. CCTV system was designed with local and remote video storage functionality. Project design was completed in 2010. Mather and Bear Hollow Drainage Pump Station, Sacramento County, CA - Lead electrical engineer performing detailed design of the Mather and Bear Hollow Drainage Pump Station. Work included preparation of constmction bid drawings and specifications for this 45 cfs facility. Project specifics included four 75 HP vertical turbine pumps and one low-flow 30 HP submersible pump, stand-by power generator housed in a permanent control building, motor control center with an automatic transfer switch, automatic trash rack, level monitoring, and remote monitoring and control using County standard SCADA equipment integration. Anatolia Parks, Rancho Cordova, CA - Lead electrical engineer performing detailed design of the Anatolia Park located in City of Rancho Cordova. Work included preparation of detailed design drawings for illumination of two tennis comts, one basketball comt, pedestrian pathway lighting and provisions for water feature. Working with the landscape architect, lighting fixtures were selected that were functional as well as supplemental to design theme. Lighting levels met IES standards .

EDUCATION

Hashmi Quazi, Ph.D., P.E., G.E. Principal in Charge/Project Manager

Ph.D., Civil Engineering, University of Arizona, 1987 M.S., Civil Engineering, Arizona State University, 1982 B.S., Bangladesh Engineering University, 1978

REGISTRATIONS/CERTIFICATIONS California, Civil Engineer, #46651 California, Geotechnical Engineer, #2517

PROFESSIONAL MEMBERSHIPS American Society of Civil Engineers (ASCE) National Society of Professional Engineers American Water Works Association (AWWA) American Council of Engineering Companies (ACEC)

EXPE~ENCESUMMARY

Dr. Quazi has over 26 years of experience providing geotechnical engineering services and has earned a reputation for quality work provided in an honest and ethical manner, on time and on budget. In his capacity as Principal in Charge or Project Manager, Dr. Quazi provides quality control, budget oversight, and technical assistance on various types of projects, including pipelines, wastewater treatment plants, reservoirs, and other related studies. He has supervised site investigations and prepared technical reports for facilities located in areas of high liquefaction potential and difficult subsurface conditions Dr. Quazi is also responsible for the operation and management of our offices in Redlands, Monrovia, Temecula, and Costa Mesa.

REPRESENTATIVE PROJECTS

2010-2011 Water System Improvements - Distribution and Transmission Main Replacement, City of Big Bear Lake, CA: Principal in Charge- Provided technical oversight and budget allocation for the geotechnical observation and testing. The project consisted of 25 planned pipeline alignments of approximately 30,000 linear feet of 8-inch diameter distribution and transmission main and 3 planned wells located at various locations in the greater Big Bear Area. The project consisted of providing building foundation recommendations for a 30 feet by 20 feet masonry block wall building to house the proposed well head, filtration plant, booster station, sodium hypochlorite storage and feed and electrical and control systems.

Mojave Water Agency R3 Pipeline, San Bernardino County, CA: Principal in Charge -Provided technical and budget oversight, resource allocation and contract management for the geotechnical investigation. The project involved 10 miles of proposed Phase 1 Water Conveyance pipeline, utilizing trenchless crossings under BNSF railroad tracks, under Interstate 15 along Mesa Street, and under Highway 395 at Mesa Street. The project also included proposed Turnout Structure Nos. 6 and 7 to be located at Mesa View Drive in the City of Victorville, & proposed steel reservoir and pump station in the City of Hesperia.

Morongo Basin Water Pipeline Project, Mojave Water Agency, High Desert, CA: Principal in Charge - Provided technical and budget oversight, resource allocation and contract management for the geotechnical investigation. The project consisted of 70-mile of pipeline, a turnout structure, pump stations, and water reservoirs.

,

B_RUCE M. PHILLIPS, MS, PE PACE Hydrology and Stonn\flla fer Managen7ent

EDUCATION M.S. Civil Engineering

Water Resources California State University,

Long Beach

M.S. Petroleum Engineering University of Southern California

B.S. Civil Engineering University of Southern California

YEARS OF EXPERIEf CE Member of PACE for 10 Years

With others over 21 years

REGISTRATIONS Professional Engineer I AZ

34867 Professional Engineer I CA

38635

AFFILIATIONS American Society of Civil

Engineers (ASCE)

Floodplain Management Association (FMA)

PUBLICATIONS Aquascape Solutions for

Stormwater Management Effectiveness of Storm Water Detention Basins for Pollutant

Removal

Stream Bank Restoration Design with Vinyl Sheet Pile Grade

Control Structures Design of Riparian Habitat Replacement within Active

Floodplains

Bruce Phillips has water resources civil engineering experience dating back to 1981 . With two master degrees, one in Civil Engineering and one in Petroleum Engineering, his areas of expertise include watershed hydrology analysis, stormwater quality assessment studies, detailed hydraulic structure analysis and design, urban drainage facility master plan development, floodplain analysis, watershed modeling, sediment transport and regional flood control facility plans. He has developed significant specialized experience in river engineering and geomorphic studies, including assessment and design of river/stream restoration programs that incorporate unique biological control measures as well as creative stabilization techniques.

RE ATED EXPERIENCE

Carrari Ranch Hydrology & Hydraulics Analysis- San Bernardino County, CA Mr. Phillips led the hydrology and water quality impact study for the proposed Gary Miller Development located in the steep foothills of the San Gabriel Mountains. The 75-acre developed site will be home to 110 single family residents. The two onsite BMP basins provide stormwater detention and treatment, decrease erosion and sedimentation of the project site, and decrease the sediment capacity of the local tributary streams. Given the steep slopes and tight configuration of homes and open space, the basins are strategically placed to maximize water quality treatment and decrease sedimentation and erosion within the foothills.

Lytle Creek Floodplain and Geomorphic Stream Stability StudySan Bernardino County, CA Through geomorphic techniques rather than just solely through hydraulic modeling, Mr. Phillips was Project Manager of this assessment that focused on the most effective method of attempting to predict lateral stream erosion for a San Bernardino Kangaroo Rat Upland Habitat Conservation Area "island" within a dynamic ephemeral river system of Lytle Creek near Rialto, CA. In order to predict future lateral erosion, past river behavior must be thoroughly understood through geomorphic analyses since hydraulic modeling is not completely sufficient. In addition, the unique and active nature of the braided alluvial channel system present in Lytle Creek suggests the application of geomorphic techniques to predict the trends naturally occurring in the system that cannot be analyzed through mathematical models. Sophisticated hydraulic modeling was also performed with one dimension and two dimension models in order to validate the results of the hydraulics.

CEMEX Levee Repair- San Bernardino County, CA As Project Manager, Mr. Phillips prepared a sediment study, hydraulic study and final improvement plans for 2,600 lineal feet of a rock rip-rap, soil cement and earthen levee in Lytle Creek. The project will repair a previously non-engineered breached levee and provide freeboard and toe-down based on regulatory requirements. The proposed improvements include 1,800 feet of revetment constructed from a combination of soil cement and grouted rock rip-rap with a varying height of 30 feet to 52 feet. An additional 800 feet of rock rip-rap revetment is proposed along a portion of the levee that is eroding but has not yet breached.

~~l)_g_g_ M. _ P.ti_I_~_L_!~~Lfyl~~~--- ---------- -

Newhall Ranch Homestead Hydrology and Hydraulics Analysis - los Angeles County, CA Mr. Phillips served as Principal and Sr. Project Manager for this project scope which includes analyzing the existing and proposed capital flood hydrology for three tributaries and two additional watersheds that drain into the Santa Clara River. The project is located along the Santa Clara River in Los Angeles County from the Los Angeles/Ventura County border and east several miles. The capital flood hydrology is used to determine project impact on the tributaries and watersheds and the associated erosion and sedimentation that will develop. Water quality and debris basins have been strategically placed within the proposed developments to capture, treat, and detain stormwater runoff from the development and tributary areas. In addition, drop structures and soil cement bank revetments within the channel are a part of the proposed design. Sediment accumulation and transport within the channels have been extensively studied to produce innovative and environmentally friendly alternatives to the traditional concrete channel bank linings.

Newhall Ranch EIR Watershed Studies- los Angeles County, CA Mr. Phillips played a principal role in the hydrology and water quality impact studies for the EIR for the proposed Newhall Ranch development in Los Angeles County, CA The project spans the 1-5 to the Los Angeles I Ventura County border and the watershed analysis of the pre and post development hydrology and hydraulic conditions for the four major tributaries to the Santa Clara River encompassed over 14 miles of watershed analysis. A hydraulic analysis of the pre and post development was performed for the 2-year, 5-year, 1 0-year, 20-year, 50-year and 1 00-year storm events using HECRAS. Under a tight schedule of six months, the analysis was performed based on available topographic maps, aerial photography, and the proposed land use plan. The analysis included the identification of three to four alternative bank/channel stabilization approaches for all the project creeks and rivers, which included location and sizing. This entailed hydraulic analysis, which essentially required the development of grading plans for several miles of creek improvements.

Antonio Parkway I Ortega Highway Fluvial Analysis- South Orange County, CA Mr. Phillips led a technical investigation of the fluvial characteristics and long-term stability of 12,000 feet of San Juan Creek at Antonio Parkway and Ortega Highway Bridges, Rancho Mission Viejo, California. Modifications to existing bridges are planned and these modifications may result in changes in stream bed response. The intent of this analysis was to evaluate these impacts from (1) fluvial modifications of the riverbed from single hypothetical storm events, and (2) changes in the floodplain fluvial operation over the long-term. Using ACOE HEC-RAS software, a floodplain hydraulics analysis was performed for the 1 00-year, 24-hour storm event The peak discharge of the 1 00-year storm event is 30,000 cfs for both the baseline (existing condition) and proposed conditions analysis. At the bridge locations, the hydraulic results were averaged for approximately 1,000 feet immediately upstream and downstream. Additional analyses were performed using ACOE HEC-6T.

San Juan Creek Watershed Study- Orange County, CA Mr. Phillips was responsible for this regional watershed study composed of three different elements including: (1) hydrology, (2) floodplain hydraulics, and (3) sediment transport. The watershed hydrology analysis will generate the "ultimate unmitigated" hydrology for the mainstem San Juan Creek based upon hydrograph analysis. The ultimate land use condition include;:; the proposed Rancho Mission Viejo development The technical approach for the development of a regional watershed analysis of San Juan Creek from the headworks to the ocean outlet will follow approved procedures in the County of Orange Hydrology ManuaL Determine the maximum hydraulic conveyance capacity of the existing mainstem channel system within the study area from the Ocean outlet to La Novia Bridge that may be limited by physical constraints or hydraulic controls. In addition, the analysis will also provide hydraulic characterization of the ultimate floodplain along the study reaches that fluvial analysis will be applied. Estimate the anticipated long-term streambank erosion limits and stream stability along the portion of the mainstem San Juan Creek from the ocean outlet to Caspers Regional Park. The proposed work program has adopted a similar methodology that has been followed by other regional flood control agencies, including FEMA The vertical stability of the streambed will be estimated through assessment of equilibrium slope requirements and moveable bed models.

Downtown High Groundwater Mitigation- San Bernardino, CA The downtown San Bernardino region is on the verge of a complete transformation of image and function by seizing its opportunities to reinvigorate the area and restore its place as the central hub of business, commerce and family lifestyle of the Inland Empire. Under the direction of Mr. Phillips, PACE is .providing design services to mitigate natural hazardous. characteristics created by historically high groundwater and liquefaction risks by drawing down the groundwater and putting the collected water to productive use. This water resource will be used by the City to develop a water feature that promotes sustainability by recycling the groundwater resource for beneficial use. Mr. Phillips is leading the team to provide groundwater recovery, integrate groundwater and surface water supplies, non-potable irrigation water system, and stormwater treatment and reuse. Sustainable design elements include landscape plantings, energy efficient pump and electrical systems, reuse of urban dry-weather and nuisance water, and use of recycled construction materials as important design features.

ALLSHOUSE ENGINEERING, INC.

3765 S. HIGUERA ST. SUITE 102 ·SAN LUIS OBISPO, CA 93401 P:805.439.1910 F:866.783.4813 W:ALLSHOUSEENGINEERING.COM

RESUME

EXPERIENCE

.,· .. rt: .-- -~ ..-._r'_~l ."·· ··- ,, . ! ' '

~

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EDUCATION

LICENSE

Allshouse Engineering is a civil engineering company devoted to the growth of residential and commercial development on the Central coast. Company President, Mike Allshouse, has been providing excellent structural plans for many residential and commercial projects over the past 13 years.

Allshouse Engineering is committed to providing cost efficient, time sensitive, and safe structural designs to all our clients. We believe in an enjoyable building and design experience and the collaborative process between Architects, Engineers, Developers, Builders, and Owners.

Mike Allshouse is the owner and licensed engineer of Allshouse Engineering. His experience and quality engineering over the past ten years has established him as one of the coast's most trusted professional engineers. Mike is responsible for the review and approval of the engineering done for each project. His engineering judgment and creative thought process allows him to resolve complex engineering issues and maintain project timelines. His experience with providing solutions for a broad range of engineering problems will help in the success and completion of this project.

California Polytechnic State University Bachelor of Science in Civil Engineering

Civil Engineer License Board for Professional Engineers and Land Surveyors License #C-62506

Allshouse Engineering

March 1998

June 2001

Page 1

PROJECTS HIGHLAND GATEWAY MONUMENT San Luis Obispo, CA

Structural engineering calculations, drawings, and construction administration for a reinforced masonry entry monument for the City of San Luis Obispo.

2012

BIG BEAR RETAINING WALL 2012 Big Bear Lake, CA

Structural engineering calculations, drawings, and construction administration for a retaining wall for the Big Bear Lake Department of Water and Power.

ATASCADERO COURTHOUSE FLAG POLE 2012 Atascadero, CA

Structural engineering calculations, drawings, and construction administration for foundation of premanufactured flag pole for the City of Atascadero.

PISMO PIER 2011 Pismo Beach, CA

Structural evaluation of wooden pier in Pismo Beach to support a large temporary tent for the City of Pismo Beach.

BEVERLY HILLS FIRESTATION #2 2011 Beverly Hills, CA

Structural engineering calculations for the overturning of an AT&T Cabinet and the design of a free-standing CMU Wall for the City of Beverly Hills.

STREET LIGHT FOUNDATION 2011 Martinez, CA

Structural engineering calculations, drawings, and construction administration for concrete foundations and anchorage for light poles for the City of Martinez.

SANTA FE BIKE PATH 2012

Tulare County, CA

Structural engineering calculations, drawings, and construction administration for pre-manufactured bridge abutments for Tulare County.

KNICKERBOCKER DRAINAGE CHANNEL Big Bear Lake, CA

2012

Structural engineering calculations, drawings, and construction administration for pre-manufactured bridge abutments and a wood boardwalk and deck for the City of Big Bear Lake.

IQMS COMMERCIAL BUILDING 2012 Paso Robles, CA

Structural eng ineering calculations, drawings, and construction administration for a 30,000 sq. ft. 2-story steel framed office building with 25 ft. tall entry monument and cantilevered walkway canopy structures.

Allshouse Engineering Page 2

SERRA MEADOWS TRACT HOUSING DEVELOPMENT San Luis Obispo, CA

2012

Structural engineering calculations, drawings, and construction administration for a 177 residential housing development including the homes, landscape trellises, mailbox kiosks, entry monument, and site retaining walls.

PISMO BEACH MEDICAL CENTER

Pismo Beach, CA

Structural engineering calculations, drawings, and construction administration for a 23,500 sq. ft. medical office building with utility area, covered walkway/stairways, and trellis structures.

CALIFORNIA MERIDIAN FINANCIAL CENTER Atascadero, CA

Structural engineering calculations and drawings for a 16,000 sq. ft. two-story commercial building.

2008

2005

MISSION CREEK VILLAGE COMMERCIAL 2009 Santa Maria, CA

. Structural engineering calculations, drawings, and construction administration for a 13,500 sq. ft. two-story commercial building.

THE MIX 2010 San Luis Obispo, CA

Structural engineering calculations, drawings, and construction administration for 15,000 sq. ft. 4-story MixedUse project with a detached concrete parking structure.

COTTONWOOD CANYON HOSPITALITY FACILITY Santa Maria, CA

2010

Structural engineering calculations and drawings for a 10,000 sq. ft. 2-story winery event building.

FORT HUNTER LIGGETT HOUSING San Luis Obispo, CA

Structural engineering calculations, drawings and construction administration for a 5-unit military housing project.

NIPOMO OAKS

Nipomo, CA

Structural engineering calculations, drawings, and construction administration for a 24 lot planned unit development consisting of three 2-story residential plans.

2010

2008

MATTEI'S LANDING LANDSCAPE STRUCTURES 2008

Santa Maria, CA

Structural engineering calculations and drawings for an entry gate, site retaining walls, trash enclosure, trellis, and mailbox structure.

Allshouse Engineering Page 3

LESSEL RESIDENCE Arroyo Grande, CA

Structural engineering calculations, drawings, and construction administration for a 5,000 sq. ft. two-story residence with a 2,200 sq. ft. detached garage and shop .

2007

WALNUT GROVE 2007 Arroyo Grande, CA

Structural engineering calculations, drawings, and construction administration for a 30 lot planned unit development consisting of four 2/3-story residential plans.

LA VENTANA TOWNHOMES 2006 San Luis Obispo, CA

Structural engineering calculations, drawings, and construction administration for a 60 lot planned unit development consisting of three 2-story residential plans.

TRINITY RV RESORT Paso Robles, CA

Structural engineering calculations and drawings for a 3,500 sq. ft. administration building and a 10,000 sq. ft. recreation facility building.

RATNER MIXED-USE A vi/a Beach, CA

Structural engineering calculations, drawings, and construction administration for 4,000 sq. ft. 2-story Mixed-Use project with a roof deck.

LA VIGNA RESIDENTIAL TRACT

Santa Maria, CA

Structural engineering calculations, drawings and construction administration for a 142 residential housing development including the homes, pool house, and landscape trellis structures.

AUTUMNWOOD RESIDENTIAL TRACT

Santa Maria, CA

Structural engineering calculations, drawings and construction administration for a 53 residential housing development including three 2-story residential plans.

Allshouse Engineering Page4

2005

2005

2005

2005

4/17/2013

Mr. Reggie Lamson Big Bear Lake DWP P.O. Box 1929 Big Bear Lake, CA 92315 Delivered Via Email

WATER SYSTEMS CONSULTING, INC.

SUBJECT: CLARIFICATIONS TO PROPOSAL TO PROVIDE PROFESSIONAL ENGINEERING DESIGN

SERVICES FOR THE 2013 WATER SYSTEM IMPROVEMENT PROJECTS

Dear Reggie,

Thank for providing feedback on our proposal for the subject project and for allowing us an opportunity

to clarify our scope of services. This letter shall serve as a supplement to our original proposal dated

April15, 2013. In addition to the scope clarifications provided below, a revised fee estimate is attached

that supersedes the fee estimate provided with our original proposal.

Offsite Electrical Design & Coordination for the Klamath Booster and Arrastre Creek Well. WSC

will coordinate with Bear Valley Electric Service (BVES) for the offsite electrical service designs for

the Klamath Booster and Arrastre Creek Well. WSC will have an initial discussion with BVES (either

at the kickoff meeting or on a separate phone conference) to determine BVES's general service

capabilities in the project areas and coordinate with BVES to determine the most appropriate

service approach for the respective project sites. WSC will provide BVES with electrical load

calculations and a preliminary site layout for each site. It is assumed that BVES will design the

"offsite" electrical facilities, including the transformer and pad located on the project site, the utility

service panel and all conduit and conductors between the connection point to their existing system

and the utility service panel. WSC will review BVES's offsite electrical design to verify that the

recommended improvements and associated costs are reasonable and appropriate for the projects.

WSC will incorporate BVES's design into the contract documents and the design plans, as

appropriate. Any fees required by BVES will be paid directly by BBLDWP. The level of effort for this

work was included in our original proposal and does not impact the proposed fee.

Electrical Service for the Angel's Camp Reservoir. An underground electrical service will be

extended to the Angel's Camp Reservoir site from the Klamath Booster station. WSC will include a

dedicated circuit breaker for the reservoir site in the Klamath Booster station electrical design. One

electrical conduit and one signal conduit will be included in the design plans. The electrical conduit

will terminate in a panel at the reservoir site, which will provide power for site lighting, a pressure

transducer and intrusion switch, if applicable. A signal conduit from the transducer to the panel and

then to the Klamath Booster site will carry signal cable for integration into the SCADA system.

SCADA system integration is anticipated to be provided by BBLDWP's integration consultant, and is


Mr. Reggie Lamson, Page 2 4/17/2013

not included in this scope. The level of effort for this work was included in our original proposal and

does not impact the proposed fee.

Building Design for the Klamath Booster and Arrastre Creek Well. The Klamath Booster and

Arrastre Creek Well buildings will be designed with a concrete foundation, CMU walls, wood roof

trusses and a metal gable roof, consistent with BBLDWP's existing pumping plant facilities. Building

gables will be either CMU or masonite, per BBLDWP preference. During the design phase, the use of

pre-cast concrete buildings may be considered as an alternative to reduce the design cost. The

attached fee proposal had been updated to include the level of effort for this task.

Hydrology Analysis and Design for the Angel's Camp Reservoir. Based on the observations made

during our site visit, WSC anticipates that a Floodplain Hydraulic Analysis to determine flood

elevations in the channel on the site may not be necessary and recommends a phased approach to

the hydrology analysis.

It may be reasonable to estimate conservative flood elevations in the channel based on the results

of the Hydrology Analysis and Watershed Mapping study (Phase 1). The reservoir site will be placed

beyond the limits of the conservatively estimated flood elevations and the site design will include

elements necessary to protect the site from erosion and scour, including onsite drainage

improvements and armoring of perimeter fill slopes.

If the site layout cannot be confined to the area above the estimated flood level, or if the results of

the Phase 1 study indicate that the peak flow across the site is more substantial than anticipated, a

more detailed Floodplain Hydraulic Analysis (Phase 2) to determine flood elevations will be

warranted. The attached fee proposal has been updated to include the level of effort for the Phase

1 and Phase 2 studies. The results of the Phase 1 study will be reviewed and discussed with

BBLDWP prior to deciding whether to proceed with the Phase 2 study.

We welcome the opportunity to discuss these clarifications with you in more detail, and to answer any

questions you may have. Feel free to contact Jeff at (805) 457-8833 ext. 101 or Laine at (951) 880-0415



Sincerely,




BBLDWP • 2013 Water System Improvement Projects Revised Time and Materials Not to Exceed Fee 4/17/2013

Task No. Task Description

BilfJng rates, S/hr

0 Pto'ect Management and Qua \ltv Control 0.1 Project Administration 0.2 OA/QC 1 Meetin sand Coordination

1.1 Klck·OffMeetln 1.2 Workshop 1: Preliminary Des! n Review 1.3 Workshop 2: Final Des! n Review 1.4 Conference Call 2 Preliminary En&{neerinc

2.1 Soils Invest! atlon 2.2 Prepare Geotechnical Re ort 2.3 Tooo~rraohlcal Survev 2.4 PrQp_erty Acquisition 2.5 Utility Research 2.6 PothollnR 2.7 HvdroloRV Anal sis (Phase 1 and Phase 2 3 Permittin Support

3.1 CECA/N EPA Documentation SUPPOrt 3.2 Permit Suooort 4 Ana:ers Cllmp Reservoir

4.1 Reservoir Plans 4.2 ReservoirS eclficatlons 4.3 0 Inion of Probable Construction Cost 4.4 Draft Design Submittal 4.5 Draft Final Des! n Submittal 4.6 Final Des! n Submittal s An£el's tamp & Arl"llstre Creek Transmission Mains

5.1 Transmission Main Plans 5.2 T~nmls slon MainS eclflcations 5.3 Opinion of Probable Construction Cost 5.4 Draft D~IRn Submittal 5.5 DraftFinai Desl nSubmlttal 5.6 Final Des l~tnSubmlttal

6 Arrastre Creek PumpinR Plant 6.1 Well Plans 6.2 Well Specifications 6.3 0 Inion of Probablt: Construction Cost 6.4 Draft Desl n Submittal 6.5 Draft Final Des! n Submittal 6.6 Final Des! n Submittal 7 Klamath Boom!r Stadon & Pipeline

7.1 Boostt:r Station and PI ellne Plans 7.2 Booster Station and PI ellne Specifications 7.3 0 Inion of Probable Construction Cost 7.4 Draft Des! n Submittal 7.5 Draft Final Desl n Submittal 7.6 Final Design Submittal 8 Bid Phase Support

8.1 Bidd ln 8.2 Attt:nd Pre-Bid Conferenct: 8.3 Addenda Preparation 8.4 Acct: tabll_ltyEvaluatlon 8.5 Bid Recommendation 8.6 Conformed Contract Document Preparation

Column Totals(

Project Principal

Manager

$235 $185

0 16 16

0 24

6 8 8 2

0 11

1 1 4 2 1 2

0 1

1 7 41

19 10

1 6 2 2 2 2 2 2 7 47

29 10

1 2 2 2 2 2 2 2 7 42

20 10

1 6 2 2 2 2 2 2

7 42 20 10

1 6 2 2 2 2 2 2 0 57

1 20 16 2 8

10

wsc

Senior Intern/ Project St.ff Clerical/

OA/QC Eneineer En£ineer

CAD Admin

Eneineer Tech

$180 $152 $133 $85 $80

30 10 0 0 12

10 12 30 0 36 0 0 0

8 12 12 4

1 2S 0 24 0

2 1 3 8 4 24 3

1 4

0 8 0 0 0

8 a.s 42 53 116 0 8.5 20 31 92

8 12 8 4 2 2 8 2 2 8 2 2 8

7 37 90 182 0

7 19 70 158 8 12 4 2 2 2 8 2 2 8 2 2 8

0 43 so 136 0 19 20 112 10 20 8 4 2 2 8 2 2 8 2 2 8

0 48 40 128 0 20 20 104 14 10 8 4 2 2 8 2 2 8 2 2 8

10 27 35 40 0 4 4

14 14 16 2 3 3 4 2 6 4 4 12 20

57! 268! 626! 121

J calton EnclneerinB Converse Mapco Allshouse

PACE ALLFlRMS En~:ineerlne:

Total Labor Hours

Tota!Lllbor Expenses ... Total labor Hours

TotalLllbor Expenses ... Fee ... . .. Total Fee Total Fee

68 $10,844 $1,000 $11,844 0 s 0 so so so so s $11,844 38 $5,444 ssoo $5,944 0 s 0 $0 $0 so so s $5,944 30 $5,400 $500 $5,900 0 s 0 so so so so s $5,900 60 $9,918 $900 $10,818 2 s 334 0 $334 so so so s $11,152 14 $2 328 $200 $2528 0 s 0 so so so so s $2,528 20 $3 306 S300 $3606 1 s 167 $167 so so so s $3,773 20 $3306 S300 $3606 1 s 167 $167 so so so s $3,773 6 $979 S100 $1,079 0 s so $0 $0 $0 s $1,079

61 $8,058 $1,400 $9,458 0 s 0 $0 S27,370 $45,655 so $ 20,162 $102,645 2 S304 so S304 0 s so so $0 $0 s S304 2 $337 so $337 0 s so $17 308 so so s $17,645 4 S641 S100 $741 0 s so 510063 $43 930 so s $54,734 12 $1 957 S200 $2157 0 s so so so so s $2,157 30 $3,019 S300 $3 319 0 s so so so so s $3,319 4 S641 S100 $741 0 $ so so $1,725 so s $2,466 7 $1,159 $700 $1,859 0 s so so so so $ 20,162 $22,020 9 $1,401 $100 $1,501 0 s 0 so so so so s $1.501 0 so $0 so 0 s so so so so s so 9 $1,401 S100 $1,501 0 s so so so so s $1,501

267.5 $34,063 $4,900 $38,963 0 s 0 $0 so so so s $38,963 l70.S $20033 $1,800 $21833 0 s so so so $0 s $21,833

30 $4,665 $400 $5,065 D s so so so so s $5,065 19 $3095 S300 $3 395 0 s so so so so s $3,395 16 $2,091 S800 $2,891 0 s so so so so s $2,891 16 $2 091 $800 $2891 0 s so so so so s $2,891 16 $2,091 S800 $2,891 0 s so so so so s $2,891

370 $44,676 $5,800 $50,476 0 s 0 so so so so s $50,476 283 $32,260 $2,900 $35.160 0 s so so so so s $35,160 30 S4 665 $400 $5065 0 s so $0 so $0 s $5,065 9 $1,480 S100 $1,580 0 s so so so $0 s $1,580 16 $2091 ssoo $2891 0 s so so so so s $2,891 16 $2091 ssoo $2891 0 s so so so so s $2,891 16 $2,091 $800 $2,891 0 s so so so so s $2,891

278 $34,172 $4,900 $39,072 126 s 19.199 0 $19.199 so so $4.195 $ $62,466 171 $18,773 $1,700 $20,473 91 s 13,363 0 $13,363 so so $3,175 s $37,011 40 $6033 ssoo $6533 29 s 4 836 0 $4,836 so so $1020 s $12,388 19 $3,095 S300 $3,395 6 s 1,001 0 $1,001 so so so s $4,395 16 $2091 saoo $2891 0 s 0 so so so so s $2,891 16 $2091 $800 $2 891 0 s 0 so $0 so so s $2,891 16 $2.091 $800 $2,891 0 s 0 so so $0 so s $2,891 265 $32.922 S5,2SO $38,1n 119 s 18,032 0 $18,032 so so $4,195 s $60,399 164 $18,245 $1,600 $19.845 86 s 12.529 $12,529 so $0 $3,175 s $35,549 34 $5 311 ssoo $5 811 27 s 4,502 $4 502 so so $1020 s $11,333 19 $3,095 S300 $3,395 6 s 1,001 $1,001 so so so s $4,395 16 $2091 $950 $3041 0 s so so so so s $3,041 16 $2,091 $950 $3041 0 $ so so so so s $3,041 16 $2,091 S950 $3,041 0 s so so so so s $3,041

169 $24,518 $4,700 $29,218 0 s 0 so so so so s $29,218 9 $1.133 S100 $1,233 0 s 0 so so $0 so s $1,233

20 $3 705 S300 $4005 0 s 0 so so so so s $4,005 60 $8,314 S700 $9,014 0 s 0 so so $0 so s $9,014 10 $1586 S100 $1686 0 s 0 so so so so s $1,686 20 S3304 S300 $3604 0 s 0 so so $0 so s $3,604 50 $6,477 $3,200 $9,677 0 s 0 so so so so s $9,671

1547.5( $200,571( $28,950( $229,5211 247( $ 37,565 ! $ $37,S65( $27.370( $45,655( $ 8,39o I s 20,162! $368,663!

I Total Cost I $368,663

P3£e 1 of 1

Proposal to Provide Professional Engineering Design Services

2013 Water System Improvement Projects

Prepared for

April15, 2013

A L B E R T A.

ALDA Inc. inassociationwith WEBB As soc iATES

• • • • • • • • • • • • • • • • • I

• • • I I I I I I I I I I I I I

• I I I I I I I I

ALD 5928 Vineyard A venue Alta Loma, CA 91701 Tel: (909) 587-9916 Fax: (909) 498-0423

April15, 2013

IIlC .

Bill La Haye, Contracts and Water Conservation Manager

Big Bear Lake Department ofWater & Power

41972 Garstin Drive

Big Bear Lake, CA 92315

A l 8 t: n T A.

A s s 0 C I A T £ S

Corporate Headquarters 3788 McCray Street I Riverside, CA 92506IT: 951.686.1070 IF: 951.788.1256

Subject: Engineering Design Services for the 20 7 3 Water System Improvement Projects

Dear Mr. La Haye:

The Big Bear Lake Department ofWater and Power (DWP) is seeking proposals from qualified consulting firms

to assist them in the implementation of the2013 Water System Improvements Project. The selected firm must be

thoroughly familiar with DWP's needs, have strong project management and design experience, and be ready to

deliver a complete design for the Angel's Camp Reservoir pad, access road, and pipeline in time for construction

by early Fall 20 13 .

ALDA Inc., in response to DWP's needs, has partnered with Albert A. Webb & Associates (WEBB) in developing

a strongly qualified team that will exceed DWP's expectations for early delivery of a complete design of the above

referenced facilities, as well as those scheduled for construction in 2014. Our team has been supplemented by the

inclusion of Design West Engineering out of San Bernardino for Electrical Design, Soil Exploration Company

from Riverside for Geotechnical Services, and Mapco/Transtech, a local Big Bear Lake company, for surveying

services.

The ALDA Team offers DWP the following advantages:

• An experienced team with a proven track record that is fully familiar with DWP requirements for the design

of the 2013 Water System Improvement Projects.

• Local knowledge, experience, and thorough understanding of DWP's project needs, schedule requirements,

and USDA guidelines and requirements for this project.

• A committed team that is ready to proceed with design of the facilities under consideration and able to

deliver a final design that will enable DWP to construct the Angel's Camp reservoir pad, access road, and

delivery pipeline in 2013 and the remaining of the projects in 2014.

We look forward to working with you on this project. If you have any questions or require additional information,

please call me at 909-587-9916.

v;;~ F. Anibal Blandon, P.E. Principal

ALDAinc.

I

. ···-·-·- - ···---··- ----------------------------,

TABLE OF CO NTENTS

Project Understanding

Project Approach

Project Scope of Work

Experience of Team

Project Staff Experience

0 Project Understanding

EXISTING SYSTEM OVERVIEW

Over the last few years, Big Bear Lake Department of Water

and Power (DWP) has constructed a number of significant im

provements to replace old and undersized facilities and to

address deficiencies initially identified in the 2006 Water

Master Plan. Conveying excess groundwater production

from the Erwin Lake subunit to the Upper Moonridge

area through the Sugarloaf system and providing a safe

and reliable source of potable water to the Lake William

system represent two significant challenges that DWP is intending to address through the implementation the

2013 Water System Improvements Project.

Historically, excess groundwater production from the

Erwin Lake subunit has been conveyed to the Upper

Moonridge area through the Barton Reservoir and the

Sugarloaf system by pumping into the Yosemite reser

voir (HWL 7,552 ft) and pressure reducing down into

the Wolf pressure zone (HWL 7,440) and subsequent

lower pressure zones such as the Travertine, Lassen, Min

ton, Butte, and Lower Moonridge pressure zones. This

historical mode of operation has resulted in significant Angel's Camp Reservoir and Klama th Booster

waste of energy as water is pumped to the highest eleva- Site Overview

1

5

11

17

23

25

29

tion point in the system to then be pressure reduced to serve lower elevations in the service area. In addition,

water from the Barton Reservoir is lifted three times before it is conveyed into the Yosemite reservoir through a

ALDA Inc. in association with Albert A. i\'4 M:m Associates

.------------------------- ------------·-· .. series of on-line boosters without storage facilities. Lack of storage in the Sugarloaf system has also been identi

fied as a significant concern in this portion of the service area given the higher density of development and the

potential for devastating forest fires.

PROPOSED SYSTEM IM PROVEM ENTS - SUGAR LOAD SYSTEM

To address the lack of storage in the Sugarloaf system and to reduce energy consumption to convey available

groundwater supply sources from Erwin Lake into the Upper Moonridge area, the DWP is considering, as part of

the 2013 Water System Improvements, the construction of a 1.0 MG reservoir, a 500 gpm pump station, and associated pipelines. The reservoir, known as the Angel's Camp reservoir will be located at an elevation of approxi

mately 7,350 ft, which will provide adequate storage and pressure to the Upper Sugarloaf service area. To operate

this reservoir, the construction of approximately 2,800 ft of 12-inch transmission pipeline will be required. This

pipeline will run west from the vicinity of Orange Street and Mahogany Road in the Upper Sugar Loaf system along an easement on the Zimmerman's property access road to the easterly end of Klamath Road. From this

point, the pipeline will run south for approximately 1,600 ft along a 50-ft wide strip ofland owned by DWP to the proposed reservoir location. The construction of an access road, along this 50-ft strip of land, will be required

to locate the pipeline and to provide access to the reservoir site.

To complete the transfer of water from Sugarloaf to the Upper Moonridge system while bypassing the Yosemite

reservoir, a booster station will be required. This proposed booster station, known as the Klamath booster, will be constructed at the end of Klamath Road and will take water from the proposed 12-inch Angel's Camp reservoir pipeline and boost it to the Wolf pressure zone. The construction of approximately 800 ft of 8-inch pipeline along Klamath Road to Angel's Camp Road will be required to finalize this connection. The Klamath booster

station will be considered as a transfer station and be equipped with two identical 500 gpm units (one duty and one stand by units) .

LAKE WILLIAM SYSTEM---NON-DEVELOPM ENT

ORDINANCE

The development of a reliable source of supply to Lake William is of paramount importance to DWP. '

Since 2008, the Lake William system has been under an ordinance from the Regional Water Quality Control Board -Santa Ana Region that precludes the construction of additional septic systems in the area until the nitrate issues are

resolved. Nitrates from septic systems have been found to significantly contribute to the water quality degradation of existing wells in a portion of the Erwin Lake subunit that currently serves the Lake William system. In addition,

long-term water supply availability represents a concern in this portion of the Erwin Lake subunit. Hydrologic studies conducted by DWP have identified additional supply sources in the Arrastre Creek Drainage area, east of Lake

William and outside the Erwin Lake subunit, that could be developed to address the long-term water quality and water supply needs of the Lake William system. As part of the project, the construction of a potable groundwater well in YMCA's Camp Oakes property and a mile long pipeline along the existing access road to the camp will be

required to address the short and long-term water supply needs for the Lake William system. Production from this

well, anticipated at 200 gpm, would replace the production from the three existing wells in Lake William which will then be used as backup sources of supply. It is our understanding that Bear Valley Electrical has a 3-phase transmis

sion line and transformer (4,000V to 480V) approximately one quarter of a mile from the proposed Arrastre Creek

well site that would be used to provide energy to the proposed well facilities.

PROJ ECT FUNDING

To fund the construction of these projects, DWP is currently seeking a $4M low interest loan with the US De

partment of Agriculture's (USDA) Rural Utility Service (RUS). In addition, DWP is also seeking grant funding

ALDA Inc. in association with AlbertA. IWM;m Associates

.. . - - -- . - -- --- ------------------------------.

Yosemite Reservoir HWL~7.552ft

Sugar Loaf to Upper Moon ridge System Schematic

for a larger program through the Federal Water Re

sources Development Act (WRDA) Funding Program.

Total funding from the WRDA program could be in

the range of $9M to $15M and would require a 25

percent matching funds from DWP. If awarded fund

ing through both the USDA and WRDA programs, DWP could use USDA funds as their matching fund

contribution to the WRDA funds. DWP intends to

use approximately $1M of USDA's low interest loan

during 2013 reserving the remaining $3M for 2014 as

the WRDA matching fund contribution. Preliminary

estimates provided by DWP indicate that the Angel's

Camp reservoir pad elevation and access road could be

graded as part of the $1M to be spent in 2013 along with the construction of 2,800 ft of 12-inch pipeline

and the drilling of the Arrastre Creek well, which is be

ing procured by DWP under a separate contract. The design schedule for the proposed facilities must incor

porate these issues to make sure construction of the projects is commensurate with funding availability.

PROJECT SCHEDULING

To maximize funding availability and use, DWP would like to complete approximately $1M worth of construction during calendar year 2013 with the rest of the facilities to be constructed in 2014. We understand the need

to significantly expedite the design of certain facilities to meet DWP's expectation for the consulting firm to be selected; our team has the expertise, resources, and commitment to make this possible. Our project approach

details how we will accomplish this for the DWP. The design schedule for the facilities to be constructed in 2014 is less aggressive, but needs to be completed before the winter season so that projects can be bid in late winter for

Angel's Camp Reservoir Site

Constructing some of the facilities in 2013 will enable DWP to maximize the use of their available funds from

the USDA's RUS program as well as WRDA funding. ,

construction to begin in mid spring 2014.

GEOTECHNICAL INVESTIGATIONS

Soils investigations and geotechnical reports will be

necessary for all three major project sites: Angel's Camp Reservoir, Arrastre Creek Well Plant and Klam

ath Booster Pumping Plant. The geotechnical work

should all required geotechnical reviews, field investi

gations, sampling, testing, evaluations, etc. to provide

suitable recommendations and design criteria from a

geotechnical standpoint.

DESIGN CONSIDERATIONS

The proposed water facilities will be designed in accor

dance with applicable laws which include but are not

limited to the Safe Drinking Water Act, Clean Water

Act and the Resource Conservation and Recovery Act.

ALDA Inc. in association with AlbertA. l \'4j:m Associates

.------------------------------------------------------------·-----In addition, design requirements of the California

Department of Public Health must be met. Further,

design submittals must fulfill USDA guidelines for en

gineering projects.

Other important aspects of the project that need to be

considered and/or incorporated into the design of the proposed facilities include:

Angel 's Camp Reservoir and Pipeline

• Conduct hydrologic evaluation of existing creek

near proposed reservoir site to estimate 100 year

How event and incorporate into the design of reservoir facilities.

• Incorporate 2" gas line along Mr. Zimmerman's access road into the design of the pipeline.

Arrastre Creek Well Transmission Line Location Within Camp Oakes Access Road

• •

Design 12" pipeline to cross over/under three stormdrain conduits along Zimmerman's access road .

Design retaining walls, if necessary, on the reservoir site and access road for proper site development .

• Klamath Booster St ation and Pipeli ne

• Use of submersible motors to minimize potential noise complaints from neighbors.

• Bring electric service from Angel's Camp Road to booster site. • Design building structure similar to the existing Lake Plant No. 6 and Magnolia well site. • Coordinate with Byrd Electric on the design of SCADA facilities.

Arrastre Creek Well and Pipeline

• Coordinate with Bear Valley Electric Service to bring power to well site. • Design building structure similar to the existing Lake Plant No. 6 and Magnolia well site.

• Conduct survey of well site to develop a parcel map and pipeline alignment to obtain permanent easement.

Angel's Camp Reservoir Access Road & Pipeline

Klamath Booster Pumping Plant Site Existing Bear Valley Electrical Facilities at Camp Oaks.

This 480 V, 3-phase transformer is located about 7/4 mile from the pro

posed wei/location.

ALDA Inc. in association with AlbertA. Jv4M:m Associates

- --------····------ ---· - ----------------------,

8 Project Approach

To develop this project approach, the ALDA Team has gained extensive knowledge of the projects involved

through the review of the Request for Proposal and the Preliminary Engineering Report for the 2013 Water Sys

tem Improvements, attendance to the pre-proposal meeting, personal meetings with DWP's management and

operations staff, interviews with Bear Valley Electric Company engineering staff and YMCA's Camp Oakes opera

tions staff. In addition, we have extensive knowledge of the operations of the various water systems operated by

DWP as our proposed Project Manager completed the 2006 Water Master Plan and is currently conducting the

long-term Capital Improvement Plan for DWP.

Considering the need expressed by DWP to design and construct facilities worth $1M during calendar year 2013,

we have grouped the projects identified in the RFP into five construction contracts. It should be noted that our

contract numbering differs to the one used in Section 7 of the Preliminary Engineering Report. Our proposed

contracts are as follows: Because of the need to complete the design and con

struction of certain facilities in 2013, we have devel

oped an approach for the expedited services and an

other for the remaining facilities.

PROJECT APPROACH FOR EXPEDITED SCHEDULE

FACILITIES TO BE CONSTRUCTED IN CY 2013

The ALDA Team would design and put out to bid a set

of contract documents for Contract No. 1 by mid-sum

mer so that the facilities could be constructed by mid

Fall2013. DWP has expressed its preference to construct the facilities associated with Contract No. 1 to quickly

close their negotiations with Mr. Zimmerman. We concur with DWP's stated preference; further, the surveying

of the access road and reservoir site would take considerably less time than for other contracts as it only involves

ground survey. Designing Contract No. 5 facilities is another option that we could explore; however, it may take

two extra weeks to complete as an initial ground survey to set targets followed by aerial survey and final ground

survey will be required.

We recognize DWP's desire to include the construction of the Angel's Camp lMG Reservoir in the same con

tract as the access road and pipeline; however, we have removed it from this contract as the evaluation of steel

vs. concrete tank (see additional discussion later in this section), design of the foundation, retaining walls, and

appurtenant facilities would take considerably longer

to complete. Additionally, the design of these facilities

could jeopardize the construction of the access road

and pipelines within calendar year 2013.

... surveying of the access road and reservoir site would take 1

considerably less time than for other contracts as it only involves ground survey.

Our approach to complete the expedited design of Contract No. 1 begins with a conference call on April 18th,

one day after selection of consultant, to DWP to discuss the merits and drawbacks of expediting the design for

this contract or reconsidering Contract No. 5. The purpose of this immediate conference call is to gain concur

rence so that instructions can be provided to the surveying and geotechnical teams to proceed with their field

activities. To minimize down time during surveying, we have retained the services of MAPCO/Transtech, the

surveying company that completed the surveying of Mr. Zimmerman's access road for DWP. MAPCO has indi-

ALDA Inc. in association with Albert A. MM:J:j Associates

cated that they could complete the ground survey within one week and provide digital information within two

weeks. Simultaneously, our Geotechnical subconsultant, Soils Exploration Company Inc. (SEC Inc) anticipate a

three week completion schedule to report their findings. The ALDA Team has worked extensively with SEC Inc.

in the past and is confident with their proposed schedule . .,

1111111 Obtaining the topographic survey of the access road I and reservoir pad as well as geotechnical information

would enable the design team to quickly proceed with

at the PDR, 60%, and 90% levels dlong wnn o•-weeKIY c nference calls will allow the Team to stay on schedule and meet DWP's expectations.

this project. We have developed the expedited sched-

ule for Contract No. 1 (design, bidding and construction) for your consideration (See Figure below). Please

note that the design schedule proceeds directly to 90 percent after PDR approval in order to complete the design

phase of the project in an expedited manner. A detailed design, bidding, and construction schedule is included in Appendix A.

Preliminary Design Report

Final Design

Bidding

Construction

FALL

Oct Nov

11/8

- --------. - - . - - -

Expedited Contract No. 7

MEETINGS AND COORDINATION

Dec o Apri/23 - Design contract NTP

o May 10 - Surveycompletion

o May 13 - Geotechnical completion

o May 24 - Submittal of PDR to DWP

for review

May 31 - DWP's Comments due

June 21 - Submittal of 90% Design

June 28 - DWP's comments due

o July 11 - Submittal of bid package

Aug 1 - Bid opening (3 weeks)

o Aug 26 - Beginning of construction

o Nov 8 - Construction complet ion

(10 weeks)

The completion of the expedited design and preparation of bid documents will require close coordination within

the ALDA Team and with DWP staff. We proposed an initial kickoff meeting during the week that NTP is given followed by one coordination meeting to present to the PDR the 90 percent submittal. Meeting minutes will be prepared documenting findings, actions, and recommendations. To maintain active communication, we propose

weekly conference calls between the ALDA Team and DWP staff to address any issues that may arise during the

PDR, complete design, and bidding phases of the project.

DESIGN ISSUES

Our approach to Contract No. 1 design issues is as follows:

• All facilities will be designed in accordance with the California Department of Health Services; specifications will be prepared to conform to the 16-division format of the Construction Specifications Institute. Materials, appurte

nances, installation and testing procedures to be incorporated in the design will comply with ASTM and AWWA

standards as wells as DWP's construction standards. Building documents will comply with USDA's requirements. • Lighting and SCADA Controls - DWP staff has indicated that lighting at the reservoir would not be necessary at

this time; therefore, we would recommend the installation of solar panels on top of the reservoir to supply

power to an on-site set of batteries to operate the radio control SCAD A instruments.

ALDA Inc. in association with AlbertA. J\JM:m Associates

.. ------ --~------------------------~

• Stormdrain Crossings - Pipeline along Zimmerman's access road will be encased in concrete over the three exist

ing culvers located just outside access gate. We will check for minimal clearance requirements.

• Geotechnical Studies - One boring and one backhoe pit at the proposed tank site are recommended to evaluate

the soil profile class for the reservoir site, collect samples, and perform laboratory testing. The ALDA Team

will determine soils criteria for retaining wall design, recommendations for over excavation, allowable bearing

capacity, sliding factors, etc. • Gas Line - The design of the pipeline along Zimmerman access road will incorporate a 2" gas line in the same

trench. Minimum vertical and horizontal separation will be incorporated in the design per Southwest Gas'

Standards.

• Access road to reservoir site - The road will be designed for a single vehicle travel 12-feet in width. Contract

No. 1 will specify a 6-inch crushed asphalt sub-base after pipeline installation. Asphalt paving over sub-base

Major Utility Crossing for Angel's Camp Reservoir Pipeline

MEETING USDA REQUIREM ENTS

will be part of Contract No. 2 (Reservoir) to be

completed in 2014.

• Hydrologic Studies - To properly size the stormdrain facilities to move potential storm flows away

from reservoir pad and fill areas, the ALDA Team will conduct a 1 00-year flood analysis on the local

creek to determine maximum flow rates antici

pated and design accordingly. • A cathodic protection system is assumed not to be

required for the Angels Camp Reservoir, considering the high water quality of the DWP potable

water system.

During the past number of years, WEBB was retained to perform the Project Engineering for the following Wa

ter Improvements, generally located nearby a member of the ALDA team, the San Bernardino National Forest (SBNF) mountain areas. WEBB's experienced personnel prepared the pre-design documents, final design plans

and specifications, along with the necessary engineering services during construction of the following Water

Projects, involving funding by Federal/State Programs, sometimes supplemented by local financial participation:

1. Crestline-Lake Arrowhead Water Agency, "Phase 1 Early Construction", New Transmission Pipeline and

Booster Station, constructed prior to DWR drilling their tunnel under the mountains. 2. Crestline-Lake Arrowhead Water Agency, "Retail Improvement District 'B', Six New Distribution Systems

for Eight Communities, replacing existing old water facilities. 3. Crestline Village Water District, New Distribution Systems for Portion of the Original District's Service

Area, replacing existing old water facilities.

4. Fern Valley Water District, New Distribution Systems for Portion of Service Area, replacing existing old

water facilities. 5. Arrowhead Villas Mutual Service Company, New Distribution System for Total Company's Service Area,

replacing existing old water facilities .

PROJ ECT APPROACH FOR CONTRACTS NO. 2THROUGH NO.5

Flexibility in Contract Arrangement - The initial planning of five construction contracts can be re-arranged depend

ing on whether DWP decides to proceed with the design of Contract No. 1 (Angel's Camp Reservoir access road

ALDA he. in association with Albert A. 1''4M:J:J Associates

and pipeline) or Contract No.5 (Arrastre Creek Pipeline) for construction in 2013. If Contract No. 1 is favored

then Contracts 4 and 5 could be incorporated into a single contract for construction in 20 14; however, if Con

tract No. 5 is preferred, then we can combine Contracts 1 and 2 (Angel's Camp Reservoir) into a single contract

as there would be more time available to incorporate the design of the reservoir and appurtenant facilities.

Angel's Camp Reservoir - Steel vs. Concrete - Considering that the proposed 1.0 MG tank site would be located on a

slope, a welded steel tank will require grading a permanent circular pad to accommodate the tank plus a perma

nent 12-feet wide on-site vehicle access roadway for construction and operations and maintenance, along with

suitable retaining/ debris walls and cut/fill slopes, as required. The ALDA Team proposed scope of work includes a possible alternate of a 1.0 MG DYK concrete tank which would require less earthwork, less retaining/debris

walls, only a temporary 1 0-feet wide working space around the tank for construction purposes, with the finished

grade backfilled against portions of the tank's walls; thus making the completed tank less visible than a steel tank on a flat pad.

The ALDA Team will include in the PDR a comparative evaluation of the welded steel tank versus the alternate concrete tank, including both a capital and a lifetime economic comparison along with other pertinent issues,

such as maintenance, painting, reliability, etc., to assist DWP in making their final decision in this matter.

Geotechnical Studies - Backhoe pits will be excavated at the Klamath Booster Station site and the Arrastre Creek Well site to evaluate the soil profile class for the building sites, collect samples, and perform laboratory testing. The ALDA Team will determine soils criteria for over excavation, allowable bearing capacity, sliding factors, etc.

Surveying - Surveying of the Arrastre Creek well site and pipeline will require setting initial ground controls before aerial photogrammetry of the area is conducted; this will be followed by ground survey of the selected pipeline alignment between the proposed well site and the easterly end of the access road to YMCA's Oakes Camp. Ad

ditional ground survey along the access road will not be required. In addition, record of survey, plats, and legal descriptions will be prepared for the pipeline and associates easement from the entrance to Camp Oakes to the

The ALDA Team will include in the PDR a comparative eval- , uation of the welded steel tank versus the alternate con- ' cretetank l

. - - - ~ . --

proposed well site.

Electric Service and SCADA Systems - Based on our initial survey of the site and through preliminary coordina

tion with BYES and Camp Oakes operations staff, the ALDA Team will incorporate in the design an electric line extension through BYES from the existing service

point at the Camp Oakes Facility 480V transformer location to a new 480V 3ph service located at the proposed Arrastre Creek Well site, approximately 1.4 of a mile away. Both overhead and underground alternatives will be

considered. Telemetry will be accomplished via radio system. All new SCADA systems will be coordinated with

Byrd Electric and will be designed to be compatible with the existing SCADA system. Control design will conform to DWP's standards and requirements and include latest Level Control requirements.

A new underground or overhead line extension will be requested for a new 480V 3ph service at the new Klamath

Booster Station from an existing connection point approximately 800ft from the proposed site.

Klamath Booster Station Surge Analysis - Considering the relatively small lift from the proposed Angel's Camp Reservoir to the existing Wolf Tank, estimated at approximately 100 ft, and the relatively low flow rate of 500 gpm

in an 8-inch diameter pipeline with a velocity just over 3 fps, a surge analysis for this pump station is not recommended.

Klamath Booster Station By-pass line - The design will include two identical submersible pumping units and a by

pass line with a small PRV to move water from the Wolf tank system into the Upper Sugarloaf, if needed. Provi

sions for a third pumping unit will not be considered.

ALDA Inc. in association with AlbettA. IWM:J:j Associates

. . .. --- - ·- ·---·--- ---------- -------------,

Hydraulic Analysis - While DWP staff has indicated that they will supply system head curves for both the Klam

ath booster station and the Arrastre Creek, the ALDA Team will conduct an independent confirmation of the

hydraulic parameters provided.

M EETINGS AND COORDINATION

For the completion of Contracts No. 2 through No. 5, we propose to conduct coordination meetings after the initial kickoff meeting. Submittals for the facilities involved in these four contracts will be done concurrently to

minimize downtime. Meetings are anticipated to present PDR, 60% and 90% submitals with an extra coordi

nation meeting scheduled. Meeting minutes documenting findings and pertinent discussions will be prepared. In addition, bi-weekly conference calls between the ALDA Team and DWP will be conducted throughout the

design and bidding phases of the project.

SCHEDULE

Considering the recommended facilities included under Contracts No. 2 through No. 5 would not be construct

ed until the spring of2014, we have developed a slightly less aggressive schedule that allows DWP to advertise for bids in early winter and award contracts in late winter 2014 for construction to begin in mid-spring as illustrated

iri the figure below. A detailed design, bidding, and construction schedule is included in Appendix A.

2013 2014

- ------l-"-----"'--+----+-----l--+----+-_...___,'4----+---+------ • Apr 23- Design contract NTP

Preliminary Design Report

• May 24 - Survey completion

• Jun 14 - Submittal ofPDR to DWP

for review

• Jun 28 - DWP's comments due Final Design • Aug 16- 60 percent submittal

~-----~---+-~==~====~==~--+----+------~---+----~ · Aug30 - DWPscomment • Oct 18 - Submittal of 90& Design

Bidding • Nov 1 - DWP's comments due

~---------~-----+------+-----+-----+--"""""-=o..-r----+-----~---+----- • Dec 6- Submittal of bid package • Jan 28, 2074 - Bid opening

Construction • Mar 7 - Beginning of construction

• Dec 3 7 - Construction completion

Balance of Design and Construction Schedule

A DA In c. in association with Albert A. lW ij:J :j Associates

a Project Scope of Work

ALDA TEAM has reviewed the City ofBig Bear Lake Department ofWater and Power's (DWP) Request for Proposal

(RFP) and has also visited each site with DWP staff. Based upon our understanding of the project requirements,

the DWP desires a full scope of engineering services (evaluations, geotechnical services, design engineering, bid

ding services, etc) to successfully complete the funded project(s) in its entirety. We have structured our scope of

services accordingly for each of the projects under the scope of the RFP: Angel's Camp Reservoir and pipeline;

Arrastre Creek Well Pumping Plant; and Klamath Booster Pumping Plant and pipeline; and transmission water

main for the Arrastre Creek Well. Our proposed Scope of Services has been divided into three (3) major phases:

• Task A: Preliminary Design Phase Task B: Final Design Phase Task C: Bidding Phase

Below, a summary of the detailed services and tasks for each project is followed by a detailed description of the

outlined scope and its major components.

SCOPE OF SERVICES

Task A: Preliminary Design Phase

1. PROJECT MANAGEMENT, COORDINATION, AND MEETING

• Under this task, ALDA TEAM will perform all the necessary project management and related services; in

cluding schedule monitoring and maintenance, research and data collection, attending pre-design kick-off

meeting and design review meetings. • Project management and coordination • Pre-design kick-off meeting to discuss project goals and objectives, review all project requirements, param

eters, design criteria, permitting and regulatory requirements. Scope for the kick-off meeting will include

the preparation of a detailed project agenda. • Research and data collection to obtain all applicable records, data, mapping, and related information.

ALDA TEAM will also perform utility research for all three sites

• Weekly e-mail and/or conference call project status updates

• Design Schedule Monitoring • Preliminary Design Report (PDR) for proposed project facilities to include expedited sections to meet

expedited schedule as required, and a final consolidated document keeping the project on schedule for

funding purposes. We are anticipating PDR submittals to be as follows:

• Section 1 - Angel's Camp Reservoir access road, grading and transmission pipeline (Expedited) Section 2 - Angel's Camp Reservoir including foundation Section 3 - Klamath Booster Station and transmission pipeline Section 4 - Arrastre Creek Well Pumping Plant and pipeline

• Final consolidated document • We anticipate (I) one coordination meeting suplimented as necessary by conference calls as needed to ad

dress DWP comments on the PDR sections.

• Milestone communication

2. CONTRACT NO.1 - ANGEL'S CAMP RESERVOIR ACCESS ROAD, WATER TRANSMISSION PIPELINE AND SITE GRADING

• Conduct a field tour with District staff to understand staff's vision of the project and identifY key site issues

ALDA Inc. in association with AlbettA. ( \)M:J:j Associates

• Right-of-way research and survey field services to determine project boundaries

Perform site survey and prepare detailed topographic survey over the project limits per DWP standards,

providing 1-ft contours and more detailed vertical datum where available or needed. Location and eleva

tion of all existing above-grade facilities will be included.

Preliminary access road plans The ALDA TEAM will perform all the necessary project management and related services

• Conceptual design site layout alternatives

• Preliminary grading plan to address site issues including fSL<L'-"·"F>' . . . . . . . . -. security, fencing, storm water quality management

• Preliminary earthwork volumes

• Retaining wall calculations and preliminary sections

• Preliminary horizontal alignment selection for water transmission pipeline

• Connection points, construction phasing and potholing requirements for transmission line

• Location of transmission line valves, air valves, blow-offs and appurtenances

• Coordination with Gas Company and preliminary horizontal alignment for installation of the proposed

gas pipeline • Address potential for soil corrosivity including pipe materials and corrosion protection for water transmis

sion line • Major utility crossings for water transmission line

Permit issues for water transmission line

• Perform site survey and prepare detailed topographic survey over the project limits per DWP standards,



3. CONTRACT NO.2- ANGEL'S CAMP RESERVOIR INCLUDING FOUNDATION AND APPURTENANCE PIPING

• Conduct a field tour with District staff to understand staffs vision of the project and identify key site issues

• Right-of-way research and survey field services to determine project boundaries

• Conceptual design site layout alternatives

• Life cycle analysis for concrete reservoir vs. steel reservoir

• Evaluation of alternatives for materials of Construction (steel vs. concrete)

• Perform a geotechnical investigation and provide a report. The investigation and reports will include a re

view all related soils, geologic records, and data, drilling of one (1) exploratory borings at tank site and two

(2) backhoe pits, analysis of field and laboratory findings, determination of allowable soils bearing, determination of required over-excavation and re-compaction depths,

parameters for seismic analysis and a preparation of geotechnical

report with all findings and recommendations.

• Tank seismic analysis and preliminary calculations to determine

design parameters including tank shell plate thickness, sloshing

height, and determination of any anchoring requirements etc.

• Tank configuration (height to overflow, diameter, capacity, etc.)

including separation of inlet/outlet piping

• Preliminary tank plan view and elevation

• Preliminary hydrology/ drainage analysis

• Tank appurtenances and site piping Angel's Camp Rd at Klamath Rd intersection

• Corrosion protection for site piping and internal tank surfaces

ALDA Inc. in association with Albert A. ( \)M:J:j Associates

..... ··---------------- -------- -----------------. • Coordinate with other agencies on final permit requirements for water transmission line such that issues

can be properly incorporated into the design phases. The permits and plans required from other agencies or

utilities are Bear Valley Electrical plan of service and DPH for approval of an operating permit amendment

regarding the proposed tank.

4. CONTRACT NO. 3 - KLAMATH BOOSTER PUMPING PLANT AND WATER TRANSMISSION PIPELINE

• Conduct a field tour with District staff to understand staff's vision of the project and identifY key site issues

• Right-of-way research and field survey services to determine project boundaries




• Preliminary site piping plans

• Conceptual design site layout alternatives including building size

• Perform a geotechnical investigation and provide a report. The investigation and reports will include a

review all related soils and geologic records and data, one (1) backhoe pits, analysis of field and laboratory

findings, determination of allowable soils bearing, determination of required over-excavation and re-com

paction depths, parameters for seismic analysis and a preparation of geotechnical report with all findings and recommendations.

• Building seismic analysis and preliminary struc

tural calculations

• Preliminary grading plan to address site issues in

Perform a geotechnical investigation and provide a report. I The investigation and reports will include a review all related soils, geologic records, and data

cluding grading, drainage, aesthetics, landscaping and site maintenance, security, fencing, storm water

quality management

• Coordinate intended operation and controls with DWP staff

• Pump controls, motor starter and SCADA requirements

• System efficiencies, energy management, and time of use

• Mechanical Layout including check valve selection, Row metering scheme, suction and discharge header

location and configuration, valve requirements

• Electrical Equipment layout and space allocation

• Electrical service plan application with Bear valley Electrical Company

• Safety Review and Analysis including any arc Bash design I modeling requirements

• Site layout including access for routine maintenance and major equipment removal, site piping, connection

points, drainage, paving and landscaping • Architectural and structural concept of the building including consistency with surrounding developed

properties, key dimensions, access, elevations and ventilation methods and sizing

Preliminary building plan view and elevations

• Coordinate with other agencies on final permit requirements such that issues can be properly incorporated

into the design phases. The permits and plans required from other agencies or utilities are San Bernardino

County Encroachment Permit and Bear Valley Electrical plan of service

• Preliminary horizontal alignment selection for transmission pipe

Connection points, construction phasing and potholing requirements for transmission line

Location of transmission line valves, air valves, blow-offs and appurtenances

• Address potential for soil corrosivity including pipe materials and corrosion protection for water transmission line

• Major utility crossings for transmission line including surveying of utility crossings potholing to be con

ducted by DWP.

A DA Inc. in association with AlbertA. i \jDf:J:J Associates

.------------------------ - -- --------··---· 5. CONTRACT NO.4 ARRASTRE CREEK WELL PUMPING PLANT

• Conduct a field tour with District staff to understand stafFs vision of the project and identify key site issues

• Right-of-way research and field survey services to determine project boundaries

• Mapping for legal description and plats for access road and utility easement




• Preliminary site piping plans

• Conceptual design site layout alternatives including building size

• Perform a geotechnical investigation and provide a report. The investigation and reports will include a

review all related soils and geologic records and data, one (1) backhoe pit analysis of field and laboratory

findings, determination of allowable soils bearing, determination of required over-excavation andre-com

paction depths, parameters for seismic analysis and a preparation of geotechnical report with all findings

and recommendations.

• Building seismic analysis and preliminary structural calculations

• Preliminary grading plan to address site issues including grading, drainage, aesthetics, landscaping and site

maintenance, security, fencing, storm water quality management

• Pump controls, motor starter and SCADA requirements

• System efficiencies, energy management, and time of use

• Mechanical Layout including check valve selection, Row metering scheme, suction and discharge header

location and configuration, valve requirements

• Develop design parameters for disinfection equipment

• Electrical Equipment layout and space allocation

• Electrical service plan application with Bear valley Electrical Company

• Safety Review and Analysis including any arc Rash design I modeling requirements

• Site layout including access for routine maintenance and major equipment removal, site piping, connection

points, drainage, paving and landscaping

• Architectural and structural concept of the building including consistency with surrounding developed

properties, key dimensions, access, elevations and ventilation methods and sizing

• Preliminary building plan view and elevations

• Coordinate with other agencies on final permit requirements such that issues can be properly incorporated

into the design phases. The permits and plans required from other

agencies or utilities are Bear Valley Electrical plan of service and

DPH for approval of an operating permit amendment regarding

the disinfection facilities.

6. CONTRACT NO. 5 - ARRASTR E CREE K WELL TRANSMISSION WATER

PIPELIN E

•

•

• •

Conduct a field tour with District staff to understand stafFs vi-

sian of the project and identify key site issues

Right-of-way research and field survey services to determine

project boundaries Arrastre Creek Well Pumping Plant Site

Mapping for legal description and plats for access road and utility easement

Perform site survey and prepare detailed topographic survey over the project limits per DWP standards,

.ALDA. Inc. in association with Albeit A. J\Y4M :J:y Associates



Perfor surveying of utility crossings pot holing conducted by DWP.

Preliminary horizontal alignment selection for transmission pipe

• Connection points, construction phasing and potholing requirements for transmission line .

• Location of transmission line valves, air valves, blow-offs and appurtenances

• Soil corrosivity, pipe materials and corrosion protection for transmission line

• Major utility crossings for water transmission line

Address soil corrosivity potential including pipe materials and corrosion protection for transmission line

Task B: Final Design Phase Prepare civil, mechanical, piping, architectural, electrical, instrumentation, and structural drawings and

details to be used for the construction of the Angel's

Coordinate with other agencies on final permit requirements such that issues can be properly incorporated into the I design phases ,

Camp Reservoir, Arrastre Creek Well Pumping Plant, and Klamath Booster Pumping Plant, and all facilities with associated transmission pipelines. The commissioning and construction sequence of the proposed facilities will

be coordinated with DWP and described in the contract documents as the project start-up plan is refined at each

design phase. If required, any traffic control plans will be specifically identified in the contract documents as the responsibility of the contractor. Plans will be prepared in accordance with the Preliminary Design Report, the DWP's standards and other applicable agency requirements.

The ALDA TEAM will also prepare the technical specifications and special provisions using DWP boilerplate documents for the "Contract Documents, Specifications and Standard Drawings". The technical specifications

will include special provisions for all civil, mechanical, piping, architectural, electrical, instrumentation, and structural work necessary for the construction of the new facilities, and other necessary technical provisions to

· provide a complete technical specification package(s).

In addition, ALDA TEAM will provide the detailed Bidding Sheet(s) and the Certified Materials Data Sheet(s) for the Bid Proposal. It is anticipated, subject to DWP approval, that all the work to be performed on each facility

is to be incorporated into (4) four separate bid packages(s).

For the expedited Contract No. 1 (Angel's Camp Reservoir Access Road, Water Transmission Pipeline and Site

Grading), ALDA Team will start to prepare the 90% submittal immediately following approval of the expedited PDR section. We are anticipating one (1) design review meeting for this expedited Contract and weekly update conference calls.

The ALDA TEAM will provide DWP progress submittals of the drawings and technical specifications includ

ing 60%, 90% and final submittal. We anticipate four (4) coordination meetings supplemented as necessary by

biweekly update conference calls between ALDA Team and DWP staff to obtain their comments on the plans

as well as input on specific key issues with the primary purpose of keeping the design and the overall project on

schedule. The final copies of the drawings and technical specifications will be provided to DWP in digital format for incorporation into the overall Specification package.

CONSTRUCTION COST ESTIMATES

The ALDA TEAM, using its extensive in-house construction cost database, will prepare a preliminary construc

tion cost estimate for all project work after the concept plans have been developed and the Technical Memoran

dum approved by DWP. The estimates will be prepared separately for each specific project. We will refine the

A DA Inc. in association with Albert A. f.'4M:J:j Associates

,------------------ ----------·----- - -- ·

estimate as the project designs develop. Once the plans and specifications are given final approval by DWP, ALDA

TEAM will prepare a final construction cost estimate for the project for bidding purposes.

The ALDA Team will prepare construction documents that meet USDA's requirements.

Task C: Bidding Phase During the bidding period for the construction of the Angel's Camp Reservoir, Arrastre Creek Well Pumping Plant, and Klamath Booster Pumping Plant, all facilities with associated transmission pipelines, ALDA TEAM

will assist DWP by providing the support services as described herein.

We will attend the pre-bid site tour for each of the projects, along with DWP staff, for purposes of answering

technical questions from prospective bidders. During the designated bidding period we will respond to Bidder

Requests for Information and assist the DWP with the preparation of Addenda to the Contract Documents as necessary.

After the project bid proposals have been opened, ALDA TEAM will assist DWP in reviewing the docu

ments for conformance to the specification and bid proposal submittal requirements, and will provide an

award recommendation letter for the successful bidder(s).

ALDA TEAM, using its extensive in-house construction cost · database, will prepare a preliminary construction cost estimate for all project work.

QUALITY ASSURANCE & QUALITY CONTROL

-L -- - - ----

The assigned QNQC Manager will advise the

Design Engineers on the appropriate design

quality checks that will be accomplished during

the design process. At several points during

this process, the assigned QA/QC Manager will

perform various design checks to ensure proper

adherence to quality standards. At the completion

of the project, final examination and review will

be conducted by other design professionals not

involved in the original design using design quality

assurance procedures associated with the project.

This proven process provides the highest level of

quality expectation available.

llLDA Inc. in association with Albert A. lWM:m Associates

J

- -- ·----------------------------, a Experience of Team LDA Inc. Related Project Experience

ALDA Inc. has been assisting DWP since its inception and it is thoroughly familiar with the operations of DWP water system. Starting with the completion of the 2006 Water Master Plan, ALDA has conducted numerous feasibility studies for DWP including Talmadge Road, Big Bear Zoo relocation, Unique Mountain, Moon Camp in Fawnskin, McAlister track, Marina Point, and Jeffries Road track. ALDA completed preliminary engineering studies for the North Shore Well No. 1 and complete design of the Lower Moonridge pipelines Phase I and II, Erwin Lake, Chipmunk and Metcalf pipelines.

ALDA has provided planning and design engineering services for numerous clients in the Inland Empire including, the City of Pomona, Three Valleys MWD, West Valley Water District, East Valley Water District, the San Bernardino Municipal Water Department, the City of Riverside, the Riverside Highland Water Company, the San Bernardino Valley MWD, and the Beaumont Basin Watermaster.

A listing of relevant projects is listed below. A brief description of these projects is presented in Appendix B.

Bunker Hill Regional Water Supply Preliminary Design- ALDA was responsible for the management of this water resources and design project to develop up to 30,000 ac-ft/yr. of new groundwater production in the Bunker Hill Basin for the San Bernardino Valley Municipal Water District. ALDA developed the initial scope of services, participated in the selection of consultants, and provided overall coordination of the technical work conducted by three consulting firms. ALDA provided project management, coordinated a 30 percent preliminary design of wells, pump stations, pipelines, and a GAC groundwater treatment plant, and coordinated activities with participating agencies.

Baseline Feeder Flow Control and Metering Improvements for SBVMWD - ALDA was responsible for the management and overall design of flow control and metering facilities for six delivery points along the 48-inch Baseline Feeder regional pipeline. The design of the improvements required significant modifications to three existing pump stations, integration with existing SCADA systems, and required significant coordination with numerous agencies including the City of Rialto, West Valley Water District, the City of San Bernardino, and the San Bernardino Valley Municipal Water District.

Lower Moonridge Pipeline Replacement - Phases I and II - ALDA was responsible for all technical aspects involved in the design and construction management of Phase I and II of the Lower Moo midge pipeline replacement project for DWP. Through the implementation this project, approximately 9,000 ft. of undersized pipelines were replaced to provide adequate fire flow protection to this area of the City of Big Bear Lake.

Erwin Lake, Chipmunk, and Metcalf Bay Pip elines - ALDA was responsible for all technical aspects of the design of approximately 8,500 ft. of 8-inch and 1 0-inch diameter pipelines for the BBLDWP. These pipelines were constructed in the summer of 2010-11 and replaced old and undersized pipelines in various portions of the service area. Rogers Lane Pipeline. For the East Valley Water District, ALDA was responsible for the design of approximately 4,000 ft. of 8-inch diameter pipeline. This pipeline was constructed to replace undersized pipelines with limited fire flow capacity in this portion of the City of Highland, CA.

-

L~ _ --- - ~ - ~ • -~

Client Contact Mr. Jim Oravets Engineering Division Chief SB County Special Districts 909.387.5940

A l R l: R T A .

mouJ:3 A,;s o c t ,, T ,. ~

WEBB was responsible for the design of this multi-facility water system improvement project for San Bernardino County Special Districts CSA 64. Facilities included in the preliminary engineering and final design include drilling and equipping of new Well No. 7, grading and construction of new 3 MG Huerta Reservoir, grading and construction of new 3 MG Reservoir 2C, 16-inch water transmission pipeline, retro-fitting of existing Reservoir No. 1 (Pebble Beach), and construction of Huerta Pressure Reducing Station. Engineering services ranged from conceptual planning, including architectural rendering for Huerta Reservoir for aesthetic considerations through final design and preparation of the contract documents for the several separate bid packages. The final phases and bid packages for the project are currently in the process of being completed. (200301 25)

J Project Cost r Completion Date $5 Million July 2007

ALDA Inc. in association with Albert A. 1\VDJ:m Associates

.--------------------------------·----- -

Gient Contact Ms. Aida Hercules-Dodaro Lake Arrowhead Community Services District 28200 State Highway 189, Ste 100 Lake Arrowhead, CA 92352

Client Contact Mr. Karl Drew, General Manager Crestline Village Water District 909.338.1727

Client Contact Mr. Derek Kawaii, Principal Engineer Western Municipal Water District 951.789.5000

WEBB designed a 3.2 MG pre-stressed concrete tank for Lake Arrowhead Community Services District. The design included civil, mechanical, electrical and tank details to construct the tank and connect it into the distribution system. LACSD had two existing welded steel tanks on the existing Mittry tank site which did not meet current seismic design standards and needed to be recoated and relined due to failures of the existing coating system. WEBB performed an economic analysis and determined that replacement with a 3.2 MG concrete tank provided the best value per gallon stored versus recoating and seismic retrofitting of the existing tanks. The project team was able to maximize the storage capacity on the existing site by incorporating the steep backslope into the wall of the concrete tank meeting critical fireflow and operational storage needs of LACSD. The tank was squeezed inbetween vacation cabins, and mature pine trees on LACSD's existing tank site. The concrete tank is the tallest pre-stressed concrete tank constructed to date in the State of California.

(20100137)

r Project Cost J Completion Date $3.5 Million 2010

WEBB provided design engineering services and construction inspection of two 1.0 MG welded steel reservoirs which included design of the concrete ringwall foundations, design of reinforced concrete caissons, and site grading on a mountainous slope. The new reservoirs are constructed on an existing site. Several alternative concept plans were developed during preliminary engineering so as to provide adequate area for the two reservoirs during construction, while keeping the existing old tank in service until the new reservoirs were in service. The engineering was conducted in two phases. The first phase was the reservoir site grading and drainage facilities. The second phase, under a separate construction contract, was for the construction of the two 1.0 MG reservoirs and associated reservoir appurtenances and site piping. (19930055)

J' Project Cost J Completion Date $750,000 December 2007

Design and construction support services for a 6.6 MG welded steel tank at an existing tank site. Project design included plans and specifications, site grading, and site drainage, retaining crib wall, site lighting, intrusion alarm, SCADA system integration, site landscape irrigation system, internal tank piping for improved water quality, and separate inlet/out pipes equipped with flexible joints for better seismic protection. Project design also included seismic retrofit (conversion ofbottom inlet/ outlet pipes to side piping), as well as, exterior coating of the existing 7.0 MG welded steel tank.

Environmental documentation, design, permitting and construction support services for a 6.6 MG welded steel tank at an existing tank site. Project design included plans and specifications, site grading, and site drainage, retaining crib wall, site lighting, intrusion alarm, SCADA system integration, site landscape irrigation system, internal tank piping for improved water quality, and separate inlet/out pipes equipped with flexible joints for better seismic protection. Project design also included seismic retrofit (conversion of bottom inlet/ outlet pipes to side piping), as well as, exterior coating of the existing 7.0 MG welded steel tank (20070070)

J Project Cost J Completion Date , $4.5 Million October 2008 ;

ALDA Inc. in association with Albert A. (\'4 M;m Associates

Client Contact Mr. John Thurman Riverside County EDA 951.955.6693

Client Contact Mr. Tom Safford, PE Principal Engineer Western Municipal Water District 951.789.S022

Client Contact Robert 0. Tock

-· -------- ---------------------------,

WEBB - in a joint effort with The Holt Group (THG) - was commissioned by the County to provide necessary preliminary engineering, final design and construction services for the new water production and related transmission facilities necessary for the City of Blythe Airport Water System and the CSA 122 Mesa Verde System. The complete Preliminary Design Report (PDR) that WEBB prepared detailed the necessary new water facilities (12-inch diameter pipelines, 1MG water storage reservoir, 1000 gpm supply well (Well 8) and water booster facility with sufficient fire flow capacity) and outlined the need for the project and a program for implementation.

Based upon the need for an arsenic and fluoride removal system for the water supply, WEBB, with concurrence by the County, incorporated an activated alumina treatment facility into the project. Upon completion of the project water pipelines and the reservoir WEBB coordinated with the City, the County and CDPH to immediately connect the new water facilities with the City's existing Well 7, their existing 300,000 gallon tank and their existing hydro pneumatic booster station and placing them into service, thereby benefitting the Airport Water System and the CSA 122 Mesa Verde System. WEBB overcame obstacles such as determining which entity would own and operate the system, CDPH water permitting for a combined system, disposal of waste stream for treatment process, obtaining two Encroachment Permits from Caltrans, and environmental considerations including Desert Tortoise and Burrowing Owl mitigations. (20050348)

r Project Cost , Completion Date $750,000 December 2007

WEBB designed and provided construction support services for the first phases of the Mockingbird Pump Station expansion to increase the pumping capacity from 12 cfs to 24 cfs, expandable in the future to 48 cfs. The project included a site analysis to provide for the ultimate facilities required at the site; a detailed design and specification for the new pumps, associated suction and discharge piping; and the required CEQA analysis for the project. Based on the project schedule to meet summer peak demands anticipated at the station, the pumps were pre-ordered by WMWD through Phase 1 of the project. Phase 2 included all the header piping, connections, pump cans and pump installation. WEBB also coordinated the installation of the electrical controls, motor control center and SCAD A modifications through WMWD's electrical contractor and staff. During construction, the contractor encountered higher than anticipated groundwater impacting the pump can installation. WEBB worked with the Contractor and WMWD's inspection staff to develop an alternative method of installation and de-watering to complete the project within the timeframe. (20 11 0097)

, Project Cost r Completion Date $1 .2 Million June 2006

Jurupa Community Services District 11201 Harrel Street

The District presently operates Wells No. 6 to the District's 980-foot pressure zone water system and Wells No. 14 and 15 to the Rodger D. Teagarden IXP. Wells No.6 is located near the intersection of Etiwanda Avenue and Philadelphia Avenue. Wells No. 14 and 15 are located between San Sevaine Way and east-bound ramp of State Highway 60 east of Etiwanda Avenue. After many years of operation, some of the facilities and appurtenances require upgrades and improvements to meet new standards. Per the District's evaluation, the facilities and appurtenances are recommended to be upgraded and replaced. The improvements will include but not limited to building/roofing, piping and appurtenances, electrical upgrades, storm drain, chlorination system, emergency standby generator, demolish existing facilities, etc. (20090204)

Jurupa Valley, CA 91752 951.685.7434 r Project Cost J Completion Date

$104,000 March 2010

ALDA Inc. in association with AlbertA. (\'4M:J:j Associates

Client Contact Mr. Greg Kowalski, PE Senior Civil Engineer Eastern Municipal Water District 2270Trumble Road Perris, CA 92572 T: (951) 928-3777

Client Contact Robert Avers City of Riverside Public Utilities 2911 Adams Street Riverside, CA 92504 951.826.5992

The Ellis Pressure Zone Study determined the deficiencies and necessary improvements to the Ellis (1693) pressure zone and all zones that currently obtain water supply through the Ellis zone. Relocating the Vista booster station to balance supply to the Vista (1811) pressure zone, constructing new pipeline capacity to accompany the booster relocation, and providing new storage at ·1720 HWL in the Ellis Zone were the three major near-term improvements that the study concluded were necessary. WEBB is currently providing preliminary and final design of the Vista and Ellis Zones Water System Improvement Project. The proposed Vista and Ellis Zones Water System Improvements will raise the pressure at numerous deficient nodes, improve fire flow capability within the zone, provide operational flexibility to optimize the Ellis Booster pumping and allow Eastern Municipal Water District (District) to inter-connect to a future expanded Walnut (1720) pressure as projects within the Lakeview/Nuevo area are constructed, providing greater flexibility and reliability for both zones. (005940)

The Improvements included: • 2,400 gpm Booster Stat ion

Chloramine disinfection facil ities 5.6 MG welded steel water storage tank 17,1 001.f. of 18-in and 24-in diameter transmiss ion mains.

,. Project Cost J Completion Date $700,000 In Progress

WEBB prepared an Initial Study/Mitigated Negative Declaration (IS/MND), Responses to Comments, and Mitigation Monitoring and Reporting Program for Riverside Public Utilities for the Flume 7 Well and Flume Transmission Main Replacement Project. This project entails the construction and operation of a raw water production well with a maximum pumping capacity of2,500 gallons per minute (GPM). The well will be enclosed within a 14-foot wide, 26-foot long, and 10-foot high prefabricated metal building that includes provisions for emergency power hookup so that a portable trailer mounted diesel-fueled electric generator could be brought out to the site. The project also included construction of approximately 1,550 linear feet (LF) of 30-inch diameter steel trarismission pipeline to replace an existing 48-inch diameter transmission pipeline from south of the Santa Ana River to the John W. North Treatment Plant. The water extracted by the Flume 7 well will be transmitted to the John W. North Treatment Plant.

The proposed Flume 7 well is located in the Riverside North Groundwater Basin and all construction will take place within the City's existing right-of-way and easements. Nonetheless, portions of the project are within the city of Colton just beyond the westerly extent of Washington Street in proximity to . Therefore, as a courtesy to Colton, WEBB exceeded the noticing requirement of CEQA by publishing notices in both the Riverside Press-Enterprise and the San Bernardino County Sun newspapers and mailed notices to the management company and residents within the Rancho Mediterrania Mobile Home Estates. In addition to preparing and transmitting the IS/MND for public review and CEQA notices, WEBB also modeled air quality and greenhouse gas emissions, coordinated preparation of a biological resources assessment, and conducted a cultural resources records search, and coordinated preparation of groundwater modeling scenarios to support the analysis in the IS/MND. (20090209)

J Project Cost J Completion Date $37,260 January 2010

ALDA Inc. in association with AlbertA. i \iM:m Associates

Oient Contact

0 - · · · -··- -----------------------------,

Lindsay Reservoir Pipeline City of Mira Lorna, California

Mr. Eldon Horst, General Manager Jurupa Community Services District

In order to connect the proposed Lindsay Reservoirs to the existing 870-foot pressure zone water system and Eastvale, WEBB assisted Jurupa Community Services District with the design of these 30 - 42-inch diameter water transmission mains in four ( 4) reaches. The last reach 42-inch diameter water transmission main extends from the intersection of Bellegrave Avenue and Van Buren Boulevard to the proposed Lindsay Reservoir Site at the base of the Jurupa Mountains in Glen Avon. The water transmission main connects to the 870-foot pressure zone 42-inch diameter Bellegrave Avenue Waterline, 36-inch Etiwanda Avenue and 30-inch, and 36-inch in Bellegrave to Hamner Avenue. (20080004)

The total footage for the projects are as follows: • Be/leg rave 30"/36" 10,000 LF 951 .685.7434

Client Contact Mr. Mike DeGhetto

• Etiwanda 36" 5,000 LF • Be/leg rave 42" 7,000 LF • Lindsay 42" 8,000 LF (Designed)

r Project Cost r Completion Date $230,000 September 2008

This project is currently under design by WEBB and is scheduled to be operational by September 2013. The project is to increase the storage in the Mojave Tank Zone and replace the existing Mojave Booster Station. The project will require the acquisition of property to construct a new 0.25 MG welded steel reservoir and 300 gpm booster station.

Capital Program Manager Golden State Water Company 909.937.0111

WEBB is currently in the design phase of the project which includes: demolition and removal of the old, existing facilities once the new booster and tank are in service; site grading and drainage improvements as required for the proposed new facilities; a new 25,000 gallon capacity welded steel tank, including all standard tank appurtenances with additional outlets for sampling and future telemetry; two new 300 gpm vertical turbine pumping units; electrical and control for the booster, a manual transfer switch for a portable generator connection; the necessary plant piping and piping connections for the new booster station; and miscellaneous site work. (20 120 196)

,. Project Cost r Completion Date $1 Million In Progress

· ---------------.____ -- . - ----- -~ -- -~- -~ ~ ~ - ---~ ~~--- -- - -· - - . -

References

Contracts and Big Bear Lake Department of 41972 Garstin Drive ALDA Bill LaHaye Water Conservation

Water & Power (DWP) Big Bear Lake, CA 92315 909.866.5050 [email protected]

ALDA Tom Crowley Assistant GM West Valley Water District 855 W. Base Line

909.875.1804 [email protected] Rialto, CA 92377

ALDA Sam Fuller Chief Engineer San Bernardino Valley 380 East Vanderbilt Way

909.387.9250 [email protected] Municipal Water District San Bernardino, CA 92408

WEBB Karl Drew General Manager Crestline Village Water 777 Cottonwood 909.338.1727 kbdrewcvwater.com District Crestline, CA 92325

WEBB Jim Oravets Engineering Division San Bernardino County 157 W. 5th Street, 2nd Floor

951.387.5940 [email protected] Chief Special Districts San Bernardino, CA 92415

WEBB Roxanne

General Manager Crestline Lake Arrowhead 24116 Crest Forest Drive

909.338.1779 clawa1 @verizon.net Holmes Crestline, CA 92325

ALDA In c. in association with Albert A. ( \1M :J Bi Associates

U Project Staff Experience

Technical Advisor

Mr. Dave Algranti, PE Chief Design Engineer

Mr. Fred Hanson Vice President

~

Pipelines

Mr. Eduardo Pinzon, PE Associate Engineer

Mr. Anibal Blandon, PE Principal

Electrical Engineering

Design West Engineering

----- - -· ----- ---------------------.,

Booster Stations

Mr. Terry Watson Senior Design Engineer

Mr. Anibal Blandon, PE Principal

__..,_. Surveying 1

Mapco/Transtech

~=-----------------~---Project Manager

Mr. F. Anibal Blandon, PE Principal- ALDA Inc.

~

Reservoirs i

Mr. Eduardo Pinzon Associate Engineer


Detailed resumes regarding our team have been included in Appendix B.

1he key personnel will be available for the extent of the proposed project.

ALDA Inc. in association with Albert A. IWDJ:m Associates

,....------------------------ ---------····--

SUBCONSULTANT PROFILES

To supplement WEBB's in-house technical staff, we would partner with the following subconsultants which, we

work with regularly.

Survey

/ MRPCO TRANSTECH

Electrical Engineering

SOIL EXPLORATION COMPANY, INC.

MAPCO/TRANSTECH is a multi-disciplinary engineering consulting firm providing professional and technical services in engineering, planning and construction to governmental agencies, educational institutions and the private sector. The firm also serves as turn-key program manager/contractor on large and complex engineering projects by providing a full service capability of comprehensive services to its clients from initial planning and design, systems engineering and technical assistance, permitting, program and construction management, and operations and maintenance services.

DESIGN W EST ENGIN EERING is a full-service Mechanical, Electrical, Plumbing and Energy Consulting Firm. We are founded on the philosophies of second-to-none service, environmental sensibility, and commitment to forward-thinking innovation. Established in 2000 and centered on these ideas, we have quickly grown to become one of Southern California's most prominent and the Inland Empire's largest MEP firms. Our office currently maintains 30 employees.

We offer a diversified range of practical experience in municipal, educational, green-building, transportation, medical, commercial, and residential building sectors. Our highly qualified and innovative engineers work in a multi-disciplined environment, each familiar with overall project requirements in addition to their specific area of expertise. We offer you the most up-to-date expertise in the latest technologies to maximize your project's potential.

Together, we approach your project and its difficult challenges using well-designed, efficient, cost effective solutions that are tailored to your environment concerns, longevity, and constructabili ty.

SOIL EXPLORATION CO., INC. offers services in geotechnical/foundation/geologic/seismic investigations, observation/compaction testing during site grading and inspection services during construction. The principals of the firm, Sid A. Siddiqui (RCE, GE) and Gene K. Luu (RCE) combined, have over 50 years of experience conducting and/or managing geotechnical studies on hundreds of development and civil works projects. Some of the pipeline, waterline and tank site projects include:

ALDA Inc. in association with AlbertA. m M:JB! Associates

e AppendixA

CITY OF BIG BEAR LAKE DEPARTMENT OF WATER AND POWER

Project Schedule 1. EXPEDITED CONTRACT No.1 ANGEL'S CAMP RESERVOIR ACCESS ROAD GRADING AND PIPELINE

ID ask Name Oc1ober 2013 November 4 7 1013·16;19·222528·31 ·3 6 9 1

EXPEDITED CONTRACT 1

NOTICE TO PROCEED 0 days Tue 4/23/13

PRE-DESIGN KICK-OFF MEETIN< 0 days Wed 4/24/13

SURVEY 14 days Tue 4123/13 Fri 5/10/13

GEOTECHNICAL 15 days Tue 4/23/13 Men 5/13/13

PDR (SECTION 1) 10 days Mon 5/13/13 Fri 5/24/13

DWP REVIEW 5days Men 5/27/13 Fri 5/31113

15 days Men 6/3/1 3 Frl &/21/13

ACCESS ROAD 5days Men 6/3/13 Fri6f7/13

PIPELINE 5 days Men 6/3/13 Fri 617/13

TANK SITE GRADING 5 days Mon 6/10/13 Fri 6/14/13

QAI/QC & FINALIZE 90% 5 days Mon 6/17/13 Fri 6/21113

90% DWP SUBMITTAL REVIEW 5days Mon 6124113 Fri 6/28/13

DESIGN REVIEW MEETING Odays Mon 7/1/13 Men 7/1/1 3

PREPARE BID PACKAGE 9 days Men 7/1113 Thu 7111113

BIDDING PROCESS" 15 days Fri 7i12!13, Thu 811713

NOTICE TO PROCEED 6 days Fri 812/13· Frl 8/9/13

CONTRACTS i ORDER PIPE 10 days 1 Mon 8/12/13 Fri 8/23/13

CONSTRUCTION 10wks Men 8/26/13 Fri 11/1/13

20 PROJEC T CLOSEOUT 5 days Men 1114/13 Fri 11/8/13

ALDA Inc. in association with AlbertA. m:iiiii Associates

Project Schedule 2.

~ I . . , .... -

B.AU.Nce o' tlmli'XN!rel5ia~mr:au""

NOTICE TO I'ROCI:!ED

'"""'"

CON50UDAT'ED I'OA

OI!:SICHR£VI£WMf.Ellt<IOn

00$0HAEV1toWMEETINON

PREPARE 810 ~ACMOD

81001NO PROCE~S RANGE

NOTtCETOPI10CEf0

CONTRACTS/CONSTRUCTION

411 1)11 UI4123JI3 HII/11/ U

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ALDA Inc. in association with Albert A. nJm Associates

CITY OF 010 8EAR LAKf OEPAATMENTOFWATERAND POWER PAOJECTSCHI!OutE2

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8 AppendixB

Education M.S. Civil and Environmental Engineering, Utah State University, (1989)

B.S. Agricultural Engineering California State Polytechnic University, Pomona, (1987)

Registration Professional Engineer California (1992) PE# (CA)

Mr. F. Anibal Blandon, PE

Principal- ALDA Engineering, Inc.

Mr. Blandon has 24 years of experience in the fields of civil and environmental engineering. His

experience has been focused on providing design and water resources consulting services throughout

the Inland Empire in particular and Southern California in general. While he has executed and managed

a wide array of local and regional water resources planning studies, his expertize has focused in the

execution and/or management of water and recycled water master plans, feasibility studies, facilities

plans, and hydraulic modeling of water distribution systems.

Mr. Blandon has also been responsible for desalting facilities feasibility studies and facilities plans,

reclaimed water marketing surveys, and other related studies. He has also been involved in the design

and construction management of water distribution facilities including local and regional pipelines and

flow control and metering facilities.

RELATED EXPERIENCE Project Manager, Bunker Hill Regional Water Supply Project Preliminary Design - Mr. Blandon was responsible for the management of this water resources and design project to develop up to 30,000 ac-ft/yr. of new groundwater production in the Bunker Hill Basin. Mr. Blandon was responsible for the development of the initial scope of services, consultant selection, and for the overall coordination of a multi-disciplinary team comprised a several consulting firms in charge of groundwater modeling, well siting studies, transmission pipeline alignment studies, GAC treatment facilities sizing, and overall 30 percent design of the facilities. As project manager, he provided technical guidance, managed consulting firms, and maintained participating water agencies abreast of the development of the project.

Project Manager/Design Engineer. Baseline Feeder Flow Control and Metering Improvements for SBVMWD- Mr. Blandon was responsible for the management and overall design of flow control and metering facilities for six delivery points along the 48-inch Baseline Feeder regional pipeline. The implementation of this project required significant coordination with the several local and regional water agencies in the San Bernardino area and outside consultants providing instrumentation and control design services for integration into West Valley Water District's telemetry system.

Project Manager, 36-inch Sterling Pipeline for East Valley Water District - Mr. Blandon was responsible for the management and design coordination of the 36-inch Sterling Pipeline, approximate length 13,500 ft. The purpose of this pipeline was to convey groundwater production in the lower portion of EVWD's service area into the Intermediate Pressure Zone. The design included close coordination with Cal trans as it included crossing state routes at three separate locations.

Project Manager/Design Engineer. Lower Moonridge Pipeline Replacement - Mr. Blandon was responsible for all technical aspects involved in the design and construction management of Phase I and II of the Lower Moonridge pipeline replacement project for the Big Bear Lake Department ofWater and Power (BBLDWP). Through this project, approximately 9,000 ft. of undersized pipelines were replaced to provide adequate fire flow protection to this area of the City of Big Bear Lalce.

Project Manager/Design Engineer. Erwin Lake, Chipmunk, and Metcalf Bay Pipelines - Mr. Blandon was responsible for all technical aspects of the design of approximately 8,500 ft . of 8-inch and 1 0-inch diameter pipelines for the BBLDWP. These pipelines were constructed in the summer of 2010-11 and replaced old and undersized pipelines in various portions of the service area.

Project Manager/Design Engineer. Rogers Lane Pipeline - For the East Valley Water District, Mr. Blandon was responsible for the design of approximately 4,000 ft. of8-inch diameter pipeline. This pipeline was constructed to replace undersized pipelines with limited fire flow capacity in this portion of the City of Highland, CA.

Continued on next page . ..

ALDA Inc. in association with Albert A. I \1M;J:J Associates

,..---------------- --------------·-- - - ···

Mr. F. Anibal Blandon, PE Principal - ALDA Engineering, Inc.

Project Manager, Water Master Plan - Mr. Blandon has been fully or partially responsible, as noted below, for the completion of water master plans for the following communities:

•

• • • • • • • • • • •

City of Big Bear Lake Department of Water and Power (P. Manager)

City of Colton (Project Manager) City of San Bernardino Municipal Water Department (P. Manager) City of Tijuana and Rosarito, BC. (Task Manager) City of San Diego (Task Manager) City of Henderson, NV, Recycled Water Master Plan (P. Manager) City of Fontana Recycled Water Master Plan (Project Manager) East Valley Water District (Project Manager) San Bernardino Valley Municipal Water District (Project Engineer) Yucaipa Valley Water District (Project Manager) San Antonio Water Company (Project Manager) County of San Bernardino Zone L, Phelan Area (Project Manager)

fu an example of the above listed studies, Mr. Blandon was fully responsible for the development, execution, and completion of the water master facilities plan for the City of San Bernardino MWD. fu part of this study, he developed a hydraulic model of the city's system which included 18 pressure zones, over 60 wells and pump stations, 15 pressure reducing stations, and over 20 large capacity reservoirs. The model was used as the basis for the development of a 20 year Capital Improvement Plan that identified over 300 improvement projects worth in excess of $450,000,000. This study also involved the assessment oflong-term water demands and the development of a water supply plan to meet projected demands.

Project Manager. Water Feasibility Studies - Mr. Blandon has been responsible for the completion of water feasibility studies to assess the potential impacts of proposed developments on existing water system facilities. In general, these studies included the assessment of water demands, hydraulic modeling to determine whether existing distribution facilities were adequate to provide service or if new facilities were needed to meet maximum day and/or fire flow conditions. When existing facilities were not adequate, one or more alternatives to provide service were developed and recommendations made for implementation. Some of the feasibility studies completed by Mr. Blandon include:

• • • • • • • • • • • • • • • • • • •

Big Bear Lake Department of Water and Power Big Bear Zoo Moon Camp in Fawnskin Erwin Lake System Lake Williams System Marina Point Development Big Bear Hilton Pine Knot Development Sandalwood Development Unique Mountain Development Jefferies Road Development McAlister Tract Bow Canyon Development City of San Bernardino Municipal Wa ter Depar tment Verdemont Development Martin Ranch Development Shandin Ranch Development Sterling Heights Development Hillwood /-215 /nterchange Warehouse Distribution Continued on next page .. .

ALDA Inc. in association with Albe1tA. 1\j M:J :) Associates

Mr. F. Anibal Blandon, PE Principal - ALDA Engineering, Inc.

• • • •

Hillwood Southgate Development Cotts Beverage West Bay Holdings Numerous development tracts

Technical Support. Integrated Water Supply Plan for the City of Riverside - k a subconsultant to CDM, Mr. Blandon played a significant role in the development and evaluation of several water supply alternatives to meet ultimate water demands and in the final evaluation of a recommended water supply plan.

Technical Support. City of Pomona Integrated Water Supply Plan - Mr. Blandon is currently assisting the City of Pomona in the execution of a long-term Integrated Water Supply Plan being conducted by RMC, an engineering consulting firm. He was responsible for developing the initial scope of services included in the request for proposals and assisted the City during the consultant selection process. Currently, he is providing technical support to the City on the various aspects of the study.

Technical Support to TVMWD's Administrative and Technical Services to Six Basins Watermaster- Over the last seven years, Mr. Blandon has been responsible for the majority of the technical services provided by Three Valleys Municipal Water District to the Six Basins Watermaster in the Pomona-Claremont-La Verne area including:

• Development of Annual Report • Determination of the Operating Safe Yield • Evaluation of Water Quality • Preparation of Annual Budget • Management of Spreadsheet Model • Evaluation of Water Level Conditions • Documentation of various technical issues related to management of water resources in Six Basins

Project Manager. Groundwater Model Development and Facilities Plan- For the Pomona Valley Protective Association (PVPA), Mr. Blandon was responsible for coordinating the development of groundwater model of the Six Basins area. The model was developed to help PVPA to manage intermediate and long-term operations of the basins. Mr. Blandon was also responsible for the development of a facilities plan to spread up to 30,000 ac-ft. of!ocal surface water at the San Antonio and Thompson Creek spreading grounds. The facilities plan identified metering, diversion, conveyance, and spreading facilities. · In addition, detailed cost estimates of the capital improvements required to construct the facilities were developed.

Project Manager. Mitigation Alternatives to Rising Groundwater Study- Mr. Blandon was responsible for the management of this study conducted for TVMWD. The study involved the evaluation of alternatives to spread up to 15,000 ac-ft per year of imported water in the San Antonio Spreading Grounds and the potential impact on rising water conditions in the Claremont and Pomona basins. He was responsible for the evaluation of groundwater model results and the assessment of pumping facilities needed to minimize rising water conditions in the area.

Project Manager. Assessment of Current Spreading Operations and Development of Spreading Operating Parameters Mr. Blandon was responsible for the management of this study conducted for PVPA. The study focused on the calibration of the groundwater model, the evaluation of spreading patterns to operate the San Antonio Spreading Grounds, and the development of management scenarios for the Six Basins Groundwater Management Area.

Project Manager. Hydraulic Modeling - Mr. Blandon has been responsible for the hydraulic modeling of water distribution systems to assess the hydraulic capacity or size water facilities including pump stations, wells, and reservoirs. Some of the hydraulic modeling applications, in addition to those involved in the preparation ofWater Master Plans or Feasibility Studies (as listed above), include:

• Existing 48-inch Baseline Feeder for the San Bernardino Valley MWD • Impact of proposed 60-72 inch Baseline Feeder South on the SBMWD5 Lower pressure zone • 19th Street Pump Station for the SBMWD • 30-inch Northpark transmission pipeline for the SBMWD • Zone 3 Transmission capacity for the City of Upland • Wells 14, 75, and 76 for the Jurupa Community Services District

ALDA Inc. in association with Albeit A. ( \jiii:J:j Associates

r------------------------- ----·---·---- - -- .. -

Education MS, Civil Engineering, University of Southern California

BS, Civil Engineering, Escuela Colombiana de lngenieria

Registration Professional Engineer PE 74869 (CA)

Affiliations American Society of Civil Engineers

American Concrete Institute

American Institute of Steel Construction

Structural Engineers Association of Southern California

USC Alumni Association

Mr. Pinzon has been the Design and Project Engineer for public works projects for clients including

Eastern Municipal Water District, Western Municipal Water District and Lake Arrowhead Communities

Services District to name a few. Eduardo has worked in multiple projects involving evaluation, planning,

design, management and construction support of water, wastewater and structural engineering

projects.

His evaluation, planning, design, and management experience includes: Site investigation, preliminary

engineering analysis, and conceptual design; Preparation of preliminary Design (PDR) and final

engineering reports; Preparation of bid documents including project drawings and specifications;

Coordination with sub-consultants, contractors, vendors, suppliers, and manufacturers during design

and construction; Preparation and review of Request for Proposals (RFP) packages, bid management

and award recommendations; Hydraulic and mechanical design/detailing of pump stations, sewage

lift stations, metering stations, pressure reducing stations, water, sanitary sewer and recycled water

pipelines; Structural and seismic design and detailing of buildings, pump stations and other water

resources structures, including liquid containing structures. Design and detailing of steel welded and

bolted water storage facilities; Design and detailing of retaining walls and special foundation structures;

Construction support services including development of final set of plans and specifications, and

maintenance, review and approval of project documentation and correspondence, submittals, shop

drawings, submittal logs, inspection reports, change orders, operations and maintenance (O&M)

manuals, as-builts, construction schedule, start-up/close-out checklist and Request for Information (RFI)

responses; Field inspections and structural observations; Quality assurance/Quality control and peer

reviews of projects; Project management including planning, organization, coordination, scheduling,

budget tracking, and progress reports of projects.

RELATED EXPERIENCE O'Ferre /1 Street Booster Station, Eastern Municipal Water District, Riverside, CA - Mr. Pinzon was the Project Engineer for this project which included three (3) 40 HP & 500 gpm Vertical Turbine Pumping Units; 18-in Steel Suction Headed and Off-Site Pipeline, Pump and Electrical CMU Building, Site Grading/ Paving, CMU Wall Enclosure and Paved Access Road. Mr. Pinzon also desgined the perimeter block wall and monument signage for this facility.

Watson Road Booster Station, Eastern Municipal Water District, Riverside, CA - Included three (3) 75 HP, 1200 gpm vertical pumping units, 24-in Steel Suction Header, Pump Station and chemical disenfection CMU building, perimeters wall & site grading/paving.

Mockingbird Pump Station Expansion (Potable), Western Municipal Water District, Riverside, CA - Mr. Pinzon was the Project Engineer for this project which included Mockingbird- Two 125 HP & 5,400 gpm VFD Vertical Turbine Pumping Units; 48-in Steel Suction and Discharge Headers. Oleander- Four 200 HP & 2,300 gpm Vertical Turbine Pumping Units; Two 12-in Pressure Reducing/Relief Units; 30-in Steel Suction and Discharge Headers, Metering Station, Electrical CMU Building and Controls, Site Grading/Paving and CMU Wall Enclosure.

Mittry Tank, Lake Arrowhead Community Services District - Mr. Pinzon was the Project Engineer for a 3.2 MG Prestressed Concrete Reservoir, Civil Improvements including site grading, paving, and retaining walls; and mechanical improvements including inlet/outlet piping, and pressure regulating and controls.

Continued on next page ...

llLD.Il Inc. in association with AlbertA. l\1M:J:j Associates

Mr. Eduardo Pinzon, PE Associate Engineer

Oleander Pump Station Expansion (Potable) Wester Municipal Water District, Riverside, CA - Mr. Pinzon was the Project Engineer for this project which included four (4) 200 HP & 2,300 gpm Vertical Turbine Pumping Units; two (2) 12-in Pressure Reducing/Relief Units; 30-in Steel Suction and Discharge Headers, Metering Station, Electrical CMU Building and Controls, Site Grading/Paving and CMU Wall Enclosure.

Potable Water Tank Life Cycle Evaluation, Lake Arrowhead Community Services District, Lake Arrowhead, CA - Mr. Pinzon completed the seismic analysis, site and coating evaluation and recommendation of 14 existing steel resevoirs.

Claraboya Tank Structural Review/Evaluation, Golden State Water Company, Castaic, CA- Mr. Pinzon prepared the seismic analysis and recommendations of the existing 0.25 MG steel water tank and the structural design of the roof/shell connection.

Roosevelt Tank Relining, Western Municipal Water District, Riverside County, CA - Mr. Pinzon prepared the structural retrofitting of the District's 5 MG welded steel Roosevelt Tank.

Peacock Hill Booster Station and Reservoir- Site & Structural Evaluation, CA - Mr. Pinzon served as Project Engineer for the seismic and site evaluation and report associated with Golden State Water Company's Peacock Plant.

Hydropneumatic Booster Station Relocation, County of San Bernardino- Special Districts, San Bernardino, CA- Reservoir 6A: Two 15 HP & 130 gpm lnline Closed Coupled Pumping Units; 6-in Steel Suction and Discharge Header and Off-Site Pipeline, Pump CMU Building and Electrical Controls.

Harley John Tank Site, Western Municipal Water District, Riverside, CA- Mr. Pinzon was the Project Engineer for this project which included Site Paving and Paved Access Road Deisgn for the Harley John Tank Site.

Reservoir Avenue Lift Station (Preliminary Design Report), Nuevo Development Coroporation, Riverside, CA- Mr. Pinzon was the Project Engineer for this project which included four 100 HP & 2,500 gpm Submer~ible Punping Units, 3-in Incoming Gravity Sewer and Two 12-in Discharge Force mains including Wastewater Generation, Phasing, Hydraulic Analysis, Site Layout and Cost Analysis.

Ivy Street Lift Station Relocation, Western Municipal Water District, Riverside, CA - Mr. Pinzon was the Project Engineer for this project which included 5HP & 197 gpm Self-Priming Pumping Units; 8-in PVC Incoming Gravity Sewer and 4-in PVC Discharge Forcemain and Site Grading for the Ivy Street Lift Station.

Willow Creek Wastewater Treatment Plant, Lake Arrowhead Community Services District, Lake Arrowhead, CA - The Willow Creek Wastewater Treatment Plant equalizes flows to the Grass Valley Wastewater Treatment Plant. WEBB designed the modifications to this plant including changing the facility to provide only primary treatment, maximizing the existing storage ponds, lining the ponds, and upgrading the existing headworks structures. Mr. Pinzon designed the retaining wall facility for this project's modifications and upgrades.

ALDA In e. in association with Albert A. (\+4 ij:m Associates

Education BS, Civil Engineering Cal Poly Pomona

Registration Professional Engineer PE26817 (CA)

Affiliations American Society of Civil Engineers

American Water Works Association

(AWWA) Standards Committee on Steel Elevated Tanks, Standpipes/ Reservoirs

Inland County Water Association

American Congress of Surveying and Mapping

Tau Beta Pi (National Engineering Honor Society)

Awards Received Recognition Award from ASCM for paper prepared for special individual study program under direction of instructor

Mr. Algranti, Chief Design Engineer for Albert A. Webb Associates, has over 35 years of experience in

the planning, design and construction of water resources projects. His impressive knowledge of water

related systems has elevated him to the position of technical advisor for all water resources project teams

and clients of WEBB. He has been instrumental in developing WEBB'S quality management program; and

coordinates and directly performs project quality assurance/quality control for the more critical aspects

of project design, ensuring that technical issues are recognized early and resolved efficiently by an expert

in the firm. Dave is a member of the American Water Works Association (AWWA) Standards Committee

on Steel Elevated Tanks, Standpipes, and Reservoirs because of his recognized excellence in the industry.

Dave has significant experience in hydraulic analysis of water systems, preparation of Master Plan reports,

preparation of project specifications, special water storage reservoir/tank evaluations, evaluation and

analysis of pumping plants and booster stations, development of Standards Manuals and specifications

for public agency projects, preparation of Engineer's Reports to the California Department of Corporations

and other agencies, and project cost determinations. His design and supervisory experience has included

water storage reservoirs; major water pumping plants; surge and water hammer control equipment;

water treatment plants; water wells; water transmission mains; pressure station and metering facilities;

utility relocation projects for state freeway projects; Clean Water Grant sewer construction projects;

and Department of Water Resources and USDA Rural Development-funded water system and sewer

system upgrading projects; and sewage lift stations and force mains. Dave's construction management

responsibilities have included all aspects of construction management such as conducting pre-bid

meetings, reviewing bid proposals and providing recommendations, preparation of change orders,

periodic site visits to monitor construction, review of contractors' shop drawings and submittal data and

assisting with the conducting of field start-up, testing and operational demonstrations for many varied

water resources projects.

RELATED EXPERIENCE

Reservoir Evaluation/Upgrading Projects City of Beverly Hills

• Structural and Seismic Evaluation of five (5) Steel Water Storage Tanks, including life cycle and benefit-cost analysis, and preparation of Engineering Report.

Crestline Village Water District: • Structural and Seismic Evaluation of District's Existing Welded Steel Storage Reservoirs, including prepara

tion of Engineering Report

City of Covina: • Provide structural and seismic evaluation and report for existing 3.0 MG Charter Oaks Reservoir No.2 • Prepared plans and specifications for the new 1 MG steel reservoir and appurtenances for Rancho La Merced • Rancho La Merced Water/Storage Reservoirs: Structural/Seismic Evaluation of old steel reservoior and

Design for New Replacement Reservoir

Santa Ana River Water Company: • Structural and Seismic Evaluation ofWater Company's Existing Welded Steel Storage Reservoirs, including

preparation of Engineering Report • Plans and Specifications for the Recoating and Appurtenance Upgrading of the 1.5 MG Bellegrave Welded

Steel Water Tank Continued on next page . . .

ALDA Inc. in association with Albert A. N M :m Associates


. --·· -·-· -·---· -· - ------------------------------,

Crestline-Lake Arrowhead Water Agency • Structural and Seismic Evaluation of Agency's Existing Welded Steel Water Storage Reservoir, including preparation of

Engineering Report

Golden State Water Company (GSWC) • Peacock Hill Concreate Reservoir - Structural and Seismic analysis • Structural Investigation and Evaluation of 37 Steel Reservoirs and 3 Concrete Reservoirs in Various Water Company

Districts, including preparation of Engineering Report.

Jurupa Community Services District: • Structural and Seismic Evaluation of twelve (12) of the District's Existing Welded Steel Water Storage Reservoirs, includ

ing site specific seismic risk, seismic calculations for structural stability, preparation of project cost estimates for recommened remedial work, and ranking of proposed work by priority.

Water Storage Reservoirs Crestline Village Water District:

• 0.7 MG Old Mill welded steel reservoir

• 1.0 MG MG Pinecrest welded steel reservoir • New Barn Steel Replacement Water Storage Tank

Newhall County Water District: • 1.5 MG welded steel reservoir for Curtis Development

• 3.0 MG welded steel reservoir for Northlake Development

Western Municipal Water District: • 7.0 MG Markham welded steel water storage reservoir

• 12.5 MG Orangecrest welded steel water storage reservoir

Lake Arrowhead Community Services District:

• 1.0 MG North Shore welded steel reservoir

Crestline-Lake Arrowhead Water Agency

• 2.3 MG Clea.rwell No.2 at Treatment Plant

County of Riverside EDA

• CSA 122 Mesa Verde 1.0 MG Steel Reservoir

ALDA Inc. in association with Albert A. i\i M :J :J Associates

Education University of New Hampshire, Durham, N.H. Mechanical Engineering University ofToledo, Toledo, Ohio

Affiliations American Society of Civil Engineers, Past President (1978) of Pipeline Technical Group-los Angeles Section

California Society of Professional Engineers, Past Secretary of RiversideSan Bernardino Chapter

American Water Works Association; Past member of Materials Performance Committee and Energy Committee- Southern California Section

Mr. Hanson, Vice President and Project Manager, is our Chief Water Design Engineer. He has been with

the firm for 49 years after working seven years for the City of Riverside Water Department, Engineering

Division. Fred is responsible for the complete scope of water engineering services from planning

through design and construction including coordination with civil, electrical, and soils engineers; system

start-up and initial operation; coordination with water purveyor's office and field personnel to assist

with operation and maintenance related items; regulatory compliance assistance; and review of existing

water facilities for recommended upgrading or replacement.

He has coordinated the design, plans, and specifications for water works facilities totaling in excess

of $200 million construction for companies such as San Bernardino County Special Districts, Western

Municipal Water District of Riverside County, Crestline-Lake Arrowhead Water Agency, Jurupa Community

Services District, Rainbow Municipal Water District, Golden State Water Company, Crestline Village Water

District, and many other agencies. His water/wastewater facility design experience includes transmission

and distribution pipelines, force mains, electric and engine booster stations, stand by generators, lift

stations, storage and surge tanks, wells, well pumps, surge and waterhammer control equipment,

SCADA, chlorination stations, hydropneumatic booster stations, in-place cement mortar pipelining jobs,

pressure reduction-relief-metering facilities, backflow prevention facilities, fire service facilities, water

treatment plants, and a high pressure valve/cavitation testing facility.

Fred assists in the preparation of Water Master plans and Engineer's Reports and correspondence to

Federal, State and County offices; attends water client board meetings on behalf of WEBB, works closely

with office and field personnel of our water clients regarding system operation and maintenance items;

provides energy management services for optimizing water pumping energy costs and improving

system reliability including both electric and natural gas service review and recommendations; performs

water rate studies including connection fees, capacity charges and standby levies; provides part-time

construction inspection, reviews developer's plans for proposed water facilities; prepares applications

for financial assistance for proposed water and wastewater projects; and assists in formulating water

conservation programs due to drought conditions. Fred is also qualified as an expert witness specializing

in metering facilities/cavitation/unaccounted for water.

NationaiWaterWell Fred assisted in the research and development of an anticavitation pressure reduction device. He has

Association coordinated and supported efforts to revise SCAQMD Regulations affecting existing and proposed new

High DesertMountain Water Association

Inland Counties Water Association Program Chair

Association of Professional Energy Managers -Inland Counties Chapter past member

natural gas engine installations in the water industry. His is also qualified as an expert witness specializing

in metering facilities/cavitation/unaccounted for water.

AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS COMMITTEE ON: • Regulating Valves • Air Valves • Horizontal & Vertical Turbine Pumping Units • Submersible Turbine Pumping Units

ALDA Inc. in association with Albeit A. l \1 M :J a! Associates

Education UC, Riverside, Hydraulics & Hydrology

San Bernardino Valley College Water Operations Certification

Affiliations Inland County Water Association (ICWA)

.............. ___ , .... .. .. ---------------------------~

Over the last 28 years as a Design Engineer for the Water Resources Department at WEBB, Mr. Watson has

prepared engineering designs for the firm's public works projects with clients such as the City of Ontario- Public

Works, Western Municipal Water District, Jurupa Community Services District, Crestline-Lake Arrowhead Water

Agency, City of Corona, Eastern Municipal Water District, Elsinore Valley Municipal Water District, Golden State

Water Company (formerly known as Southern California Water Company), City of Riverside and Riverside County

Economic Development Agency.

His design experience has included major water pumping plants, water wells, water transmission mains, utility

relocation projects for State freeway projects and Clean Water Grant sewer construction projects.

RELATED EXPERI ENCE 125 CFS, 5000 HP Alessandro Pumping Plant (natural gas/electric)

Western Municipal Water District, Riverside, CA

48 CFS, 975 HP Bergamont Booster Station (natural gas/electric)


16 CFS, 1200HPGage Canal Pumping Plant


16 CFS, 600 HP Riverside Canal Pumping Plant


8 CFS, 450 HP El Sobrante Pumping Plant


12,000 LF of 30-inch dia. Air Force Village water transmission line


20,000 LF of 54-inch dia. rodwrap Mockingbird Canyon pipeline


14 CFS, 300 HP Country Village Water Booster Station

Jurupa Community Services District, Riverside, CA

76 CFS, 300 HP 56th Street Booster Station


16,000 LF of 24-inch and 30-inch dia. Van Buren Blvd.


2000 gpm Van Buren and Etiwanda water wells


19,000 gpm, 600 HP River Road Lift Station 55-feet deep


ALDA Inc. in association w ith Albert A. M M :J :L Associates

r------------------------------------------------------------------ -Design West Engineering Firm Resume

Design West Engineering is a full-service Mechanical, Electrical, Plumbing and Energy Consulting Firm. We are

founded on the philosophies of second-to-none service, environmental sensibility, and commitment to forward

thinking innovation. Established in 2000 and centered on these ideas, we have quickly grown to become one of

Southern California's most prominent and the Inland Empire's largest MEP firms. Our office currently maintains 30

employees.

We offer a diversified range of practical experience in municipal, educational, green-building, transportation,

medical, commercial, and residential building sectors. Our highly qualified and innovative engineers work in a multi

disciplined environment, each familiar with overall project requirements in addition to their specific area of expertise.

We offer you the most up-to-date expertise in the latest technologies to maximize your project's potential.

Together, we approach your project and its difficult challenges using well-designed, efficient, cost effective solutions

that are tailored to your environment concerns, longevity, and constructability.

LEO MAYA Senior Electrical Engineer

EDUCATION BS Electrical Engineering at Cal Poly Pomona (in progress)

ACTIVE REGISTRATION P.E. License #E19480, IESNA Board Member

With over 10 years of electrical design experience prior to joining Design West in 2005,

Leo has worked on a wide array of projects including large commercial and industrial

buildings, health care and institutional facilities, sports field lighting, street and area

lighting, golf course electrical systems, custom residences, and various dry utility de

signs. His dedication to maintaining long-term client relationships and his diverse

electrical background have made him a valuable asset to the Design West team. Leo's

continuing education in the field of the electrical engineering and lighting design, along

with his membership and board position for the IESNA (Illuminating Engineers Soci

ety of North America), keep him up to date with the latest lighting and energy efficient

technologies.

MR. HENRY CHAN MEP Projects Director

EDUCATION B.S. of Electrical Engineering at Cal State Los Angeles

YEARS WITH FIRM Since 2008

As the former Principal of AVS MEP Engineering, Henry brings with him over 20 years

of industry experience with an emphasis in municipal and educational work, and in

cludes notable aviation experience. Henry is familiar with all installation which enables

him to perform thorough inspection and effectively enforce the design of each unique

project. Henry's confident, warm and energetic personality coupled with his dedication

to customer service and client relations makes him a perfect representative of Design

West.

SMALL BUSINESS CERTIFICATION DESIGN WEST ENGIN EERIN G is a certified Small Business Enterprise (SBE) with the state Department of General

Services, reference number 47289. Continued on next page . . .

llLDll Inc. in association with Albert A. l\'4M:m Associates

Related Project Experience

Va rious Loca l Mun icipa l and Wa ter Company Projects

Big Bear Public Worl{s -· Big Bear, CA Complete MEP design for a 6,300 square foot office building addition for the Pui) lic Wmks Depa1tment at the town City Hall . Bui lding is LEED Certified.

Bear Valley Electric · Big Bear, CA Complete MEP design for a 2,400 square foot tenant improvement to an existing bui lding and an approximate 2,400 square foot new metal bui lding.

Norca l Transfer Station - Big Bear, CA Complete MEP design for all new construction of a 40,000 square foot waste transfer station facilities with waste transfer, offices, and additiona l facility. An identica l facility was also design in Phelan .

Alpine Solar 1 Potable Water Pump Station Electrical design for the new 40HP well pump included prefab sl\id mounted with pacl<age controls and MCC, 34 .51<V -480V distribution system per NEC and LACEC requirements, step down transformer, disconnects, and conductors.

Design fm new construction of the 26,000 squa re foot City Hall BuilcJing and city depa1tment offices.

San Bernardino County Sheriff's Stat ion in Joshua Tree Complete MEP design for an all nevv state of the art 20,000 square foot slleriff's station. Included 120kW of solar PV. Facility is LEED Silver Certif ied .

El Toro Water District in Lake Forest, CA Expansion to t he district lleadqua1ters building

San Bernardino Water District Energy Ana lysis and HVAC Study

Moreno Va lley Library Complete MEP design for all new construction of a 65.000 square foot facility.

Imperial Irrigat ion District Sub Station in Therma l, CA New construction for travel station , head quarters and casino

Redlands City Fi re Station # 1 Complete renovation of a 9 ,000 square foot fi re station.

Complete MEP design for new construction totaling 15,700 square feet. Pmject is LEED Silver Ce1tifiecl.

Murrieta City Police Station Complete MEP design for new construction of a 29,000 square foot state-of-tile-art headquarters facility.

WMWD Oleander Pump Station in Riverside New domestic water pump stat ion.

Crestline Water District Multiple various remodels at the district headqua1ters.

Arrowhead Regional Water Filtration in Colton Infrastructure and Site Planning Worlc

Mission Springs Water District Solar PV Feasibility study for installation of a 130KW Photovoltaic System on a MSWD property.

Design for renovation to 32,000 square foot library facility.

Highland Police Station Complete MEP design fo1· all new construction of a 32,300 square foot police station fac ility.

Chi ld Services Depaitment in San Bernardino Complete MEP design for a 24,000 square foot mixed-use building including 20,000 to the County Child Services Depa1tment and addit iona l for future use.

A Inc. in association with Albert A. IV.J DJ:m Associates

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MRPCO fiiANSTECh

Education SBVC Drafting & Architecture courses as a minor

Riverside City College 3 semesters surveying

Registrations LSIT, State of California

Highlights 30 years of diverse experience in public and private projects.

30 years local experience in Big Bear area.

Since 1997, Mr. Carlisle has been managing Mapco/Transtech Office in Big Bear Lake City. He has completed numerous projects in the area, and is very familiar with the City of Big Bear Lake's standards and requirements.

-- - - - -Mr. Robert Carlisle Project Principal/Manager

Mr. Carlisle has approximately 30 years of experience in land surveying, engineering, land develo ment

and construction. He has worked on projects for private developers, universities and government agen

cies. He has managed numerous multi-disciplinary teams dealing with the planning, engineering, en

titlement, environmental permitting, development and construction of urban and rural development,

and public works projects. His experience includes surveying, design and plan preparation {CAD, Parcel

Maps, Tract Maps, Topographical Site-Plans, Land Planning Packages, Grading-Paving-Drainage Plans,

Streetlmprovement Plans, Sewer & Water Plans), as well as management of the projects, including man

aging the design staff and coordination with the Client as Project Manager and/or Contract Principai.Mr.

Carlisle also has surveyed in the Big Bear Valley, under the direction of numerous civil engineers and land

surveyors over the past 28 years.

RELATED EXPERIENCE

City of Big Bear Lake Fire Department Site - Grading Plans for the design-construction drawings-layout-construction staking of new city of Big Bear Lake Fire Station, City of Big Bear Lake, CA.

Nottingham's Restaurant & Robinhood Inn's Sherwood Forest wing - Complete buUding design, construction drawings, site work, civil design,grading-drainage of the new Nottingham's Restaurant and the new Sherwood Forest

Hotel wing along Bartlett Road in the City of Big Bear Lal{e, CA.

Charter Communications Storage Facility - Twin Peaks, CA - Complete building design, construction drawings, site work, civil design, gradingdrainage of the storage facility located in Twin Peaks area of Lake Arrowhead, CA.

Big Bear American Made Choppers - Complete grading and drainage Design plans, field staking and layout of the new motorcycle manufacturing facility located in The City of Big Bear Lake, CA.

Cedar Lake Campground Conference Center - New log building design as the conference center of the Christian Camp in Big Bear Lake, Ca. Complete building design, construction drawings, site work, civil design, grading-drainage of the new Camp Cedar Lake Conference Center.

Bob Dixon Commercial Office Complex - Complete Design, Structural Engineering, Building construction documents/plans and Civil-Site work. A newly completed 4 unit office/retail complex located in the City of Big Bear Lake, CA

ll.LDA Inc. in association with Albert A. (\t4 M :J ~~ Associates

MRPCO TRANSTECh

Education Humboldt State University, CA, Bachelor of Science

Registrations Registered Civil Engineer

licensed Land Surveyor

Highlights 30 years of diverse experience in public and private projects.

Managed multidisciplinary teams dealing with the planning, engineering, entitlement, environmental permitting, development and construction of urban and rural development, and public works projects.

Special experience on complex grading and hillside developments ( 40,000 acres of hillside properties).

-··-------- --------- --------------..

Mr. David Ragland, PE, LS Civil Engineering and Surveying Manager

Mr. Ragland is a civil engineer and land surveyor with approximately 30 years of diverse experience in a

wide variety of projects in civil engineering. He has managed numerous multi-disciplinary teams dealing

with the planning, engineering, entitlement, environmental permitting, development and construction

of urban and rural development, and public works projects. His experience also includes special empha

sis on complex grading and hillside developments (has worked on the civil engineering and develop

ment of more than 40,000 acres of hillside properties), preparation of due diligence and project feasibil

ity analysis, through conceptual planning and design to entitlement and construction.

He served as Principal Project Manager for the design, construction and management of a variety of

projects, including:

• Major infrastructure projects for public agencies (Freeway

• Interchanges, Roadways, Water, Storm Drain and Sewer Facilities

• and Master Plans).

• Commercial and Retail Development.

• Residential Development and Master Planned Communities.

RELATED EXPERIENCE Arrowhead Springs Specific Plan and Development- Development of 1 ,916-acre site, 1,350 residential units, 1 m sf commercial, golf course.

San Elijo Hills Development - Development of 2000 acre master planned community, including preparation of Specific Plan, TM, Final Map, construction plans for all necessary infrastructure, environmental permits and Communities Facilities District.

Campus Parkway Roadway - Design of a new roadway for a length of approximately 2 miles.

Co/State University Main Access Road- Design of a new roadway for a length of approximately 1.5 miles.

City of Commerce - Master Sewer Study Telegraph Corridor revitalization project.

University Park Storm Drain Design - Design of storm drain system with pipes ranging in size from 18 to 60 inches.

University of Riverside - West Campus Infrastructure, including sewer, storm drain, water, design.

City of San Bernardino - Design of 3500 feet of 20 to 36 inch ductile iron water transmission main in the City of San Bernardino.

City of Riverside - Water distribution analysis and computer modeling for University of California Riverside West Campus expansion.

City of San Diego - Green Valley Water line design and construction. 5000 feet, 30" Reinforced concrete water line and pressure reducing.

ALDA Inc. in association with Albeit A. IWDI:m Associates

t1RPCO TRANSTECh

Education BS Engineering, University of Iowa

Land Development Desktop, AutoCAD, and Microstation Certification -Westech College


Certifications Resident Engineer Academy, Caltrans

Water Pollution Control Compliance on Construction Sites for Resident Engineers, Caltrans

Asphalt Pavement Fundamentals: Design, Construction, and Rehabilitation

Construction Program Management Workshop, FHWA

Field Office Procedures Course, Caltrans

Highlights Experience includes working for City of San bernardino and Caltrans.

Mr. Michael Ackerman, PE Civil Engineering Support

Mr. Ackerman has approximately 15 years of experience and participated on numerous multi-disciplinary teams dealing with the design and construction of civil and transportation engineering, urban and rural development, and public works projects. His prior experience includes working for the City of San Be rnardino and Caltrans, District 8 in San Bernardino.

RELATED EXPERI ENCE City of San Bernardino-At the City of San Bernardino, Mr. Ackerman held the position of Associate Engineer under the City Engineer of the Division of Public Works in the Department of Development Services. There he was involved in a number of projects, including Development Review and Plan Check, design and review of Street Improvement Plans, Rough and Precise Grading Plans, Sewer Plans, Storm Drain Plans, Street Lighting Plans, Storm Water Pollution Prevention Plans, Water Quality Management Plans, Geotechnical Reports, and Hydrology/Hydraulic Studies, land development, industrial, commercial, residential, and transportation development projects including Tract and Parcel Maps. He also directed and performed plan check of improvement plans submitted by developers to the City. Also, he represented the City of San Bernardino at the South Tehachapi Management Team meetings, coordinated with San Bernardino County Flood Control and FEMA for the certification of City levees and updating of the Flood Insurance Rate Maps (FIRM), and oversaw permitting and tracking of Land Development Projects through the Division of Public Works/Engineering. In addition to this, Mr. Ackerman has worked intimately with Planning and Building and Safety Divisions on Land Development Projects. Caltrans District 8: Mr. Ackerman was a civil transportation engineer for Cal trans District 8 where he was involved in the design and construction of various projects.

Design Division - Designed plans, specifications, and estimates for the rehabilitation of Route 10 freeway from the Riverside/San Bernardino County line to Beaumont.

Traffic Operations Division - Performed studies and analyses to interpret and mitigate above average accident volume areas on highways and freeways. Also, he performed stop sign and traffic signal warrant studies.

Construction Division - In the Construction Division, Mr. Ackerman was Resident Engineer for various projects including Watson Wash Bridge Replacement Right (Rte 40), Replaceement of Drains and Earthwork (Rte 40), and Fenner Overhead Bridge Replacement

ALDA Inc. in association with Albert A. (\+4 M :1:¥ Associates

MRPCQ TRANSTECh

Education BS Engineering

MBA Project Construction Management, UC Irvine, CA


Licensed General Contractor A

Licensed General Contractor B

Highlights Served as Contract City/Traffic Engineer for Cities.

Federally Funded Project Experience: ' Eextensive experience in the state and federal programs and procedures, and in the management of federally and/or state funded projects in compliance with the Local Assistance Proce- · dures Manual.

Diversified experuinece in both design and construction.

. ·-·-··- ------------------------------------,

Mr. Ali Cayir, PE Management Support, QAJQC Support

Mr. Cayir has approximately 27 years of experience in engineering and construction. He served as con

tract City Engineer/City Traffic Engineer for a number of municipalities in Southern California. He has a

broad knowledge of municipal government operations, including preparation and presentation of staff

reports/resolutions to city councils, committees and interaction with public, various city departments,

city council and other governmental agencies. He has participated on numerous multidisciplinary teams

dealing with the planning and development of civil and traffic engineering, urban and rural develop

ment, and public works projects.

RELATED EXPERIENCE Project Principal for 1-770 Freeway Interim Improvements and Fremont Widening and Reconstruction -Transtech provided Turn-key Services, including Program Management, Construction Management, Design, Surveying, Right-of-Way Engineering, and Environmental. The project included major roadway improvements, removal/demolition of various buildings for additional right-of-way and reconstruction of buildings behind new rightof-way, traffic signals, infrastructure, utilities, pavement, drainage, water, sewer, landscape, street lighting, traffic signal, pavement improvements. Project was funded by Federal Funds, and was managed and inspected in compliance with Cal trans Local Assistance Procedures Manual.

Project Principal for the Alameda Corridor Agency East (ACE) Rail Grade Crossing Improvement Project Encompassing 6 agencies and 14 locations in Los Angeles County. Work involved roadway realignment and reconstruction, signalization, traffic control, and construction phasing as well as related improvements such as storm drain, water, sewer landscaping, underground utilities, etc.

Project Principal for the City of Alhambra revitalization program - Including Renaissance Plaza (multi-plex theater, public plaza with fountain and unique art features, restaurants, retail, 800 space parking structure), Fremont Plaza (modifications/reconstruction of existing buildings for lease by ToysRUs and Party City, construction of a new 30,000 SF store for PetSmart, and various other retail buildings) and Downtown Revitalization (modification/upgrade of existing buildings for Starbucks, 4 Restaurants and various retail businesses).

Project Principal for $20m Carlsbad to San Diego Rail Trail Project Report- Which is funded by State and Federal funds and required complete project and environmental report, including Right-of-Way, Relocation, SHPO, NEPA, SEQA, Noise, Parking, Economic, Hazardous Materials technical studies, and processed through Caltrans and FHWA.

ALDA Inc. in association with Albert A. 1\ij:m Associates

-....,---~- ---..

Soil Exploration Company, Inc.

Firm Resume ---"'"-"'':::.i... --.

SELECTED PIPELINE, WATERLINE & TANK SITE PROJECTS SOIL EXPLORATION CO., INC.

PERSONNEL EXPERIENCE Metropolitan MWD 12' Diameter Eastside Pipeline, Hemet, Riverside County

Albert A. Webb Associates, Rainbow MWD Waterline Across San Luis Rey River

CH2M Hill, Colton to San Bernardino Pipeline

Albert A. Webb Associates, So Cal Water Co., Lemon Heights Reservoir

Albert A. Webb Associates, Green Valley Mutual Water Co. Tank

Albert A. Webb Associates, Valencia Water Co. Tanks

Rainbow MWD, 13 Tank Sites/Seismic Analysis

South Corona Developers Consortium, Garretson-Rimpau 24" Water Transmission Line

Albert A. Webb Associates, Lake Arrowhead Tank, Seismic & Preliminary Investigation

WMWD, Elderidge PRV Station 4, Krameria Avenue Pipeline

Albert A. Webb Associates, CLAW A Tower, Probabilistic Seismic Analysis

Albert A. Webb Associates, Elsinore Water District Tanks Site

WMWD, Agriculture/Non-Potable Waterline Project, Riverside County

JCSD/Albert A. Webb Associates, IMG Indian Hills Tank No. 2

Albert A. Webb Associates/CLAW A Plantation Tank Site, Seismic Study

Crestline Village WD, Barn and Other Tanks In-Grading Soil Testing

Santa Ana Water Project Authority, 14" Magnolia/Fillmore Pipeline, Riverside

Albert A. Webb Associates/CLAW A, Strawberry Peak Tank Site Albert A. Webb Associates/CLAW A, Seven Retail Tank Sites, Seismic Studies

City of Chino Hills, CFD No. 19 Water Reservoir Investigation/In-Grading Testing

Elsinore Water District, Grand Avenue Pipeline Backfill Testing, Main & Laterals

Albert A. Webb Associates, Sunnyslope 4MG Tank & 68 Acre Site Acquisition

Crestline Village WD, Old MUI Road Tank, Alternate Concepts Study Albert A. Webb Associates/CLAW A, Backwash Storage/Clearwell Tank Sites

Albert A. Webb Associates/LACSD, Zone 1-4 Tank, Preliminary Soil Investigation/Seismic Study

JCSD, Emergency Repair, 21" CliffValley Sewer, Mira Lorna

WMWD, 1900 Pressure Zone Conversion Project, Compaction Testing Services

Albert A. Webb Associates/Fern Valley WD, Deterministic Seismic Analysis 3MG

SOIL EXPLORATION COMPANY, INC.

Albert A. Webb Assoc./3MG Charter Oal{S Tank Sites, Deterministic Seismic Analysis/Soil Investigation

Elsinore Water District, Beck & Junkie Tank Sites, Waterlines Backfill Testing

Albert A. Webb Associates/CVWD, Chamois Tank Site, Seismic Study

City of Corona, Pine/Barth/Cedar/So. Main Waterline Replacement

Albert A. Webb Associates, Sewer Lift Stations, Ripley, California

City of Chino Hills, Rolling Ridge Water Main Backfill Testing

Ashby Development Co. , CFD 98-2 Sewer/Waterlines, Iodine Springs/Clinton Keith Road

S.A. Associates/City of Riverside, Water Main Replacement Projects, Soil Investigation

WMWD, Non-Potable Waterline/Pump Station, Preliminary Soil Investigation

Santa Ana River Water Co., RCFCD/Day Creek Waterline Relocation, Soil Investigation

Webb Associates/WMWD, El Nido Tank Site, Spec W-117, Safford/Non-Potable Lines

CVWD, Saxon/Chillon Tanks, Foundation Investigations

City of Chino, 84" RCP/Monte Vista Storm Drain

Albert A. Webb Associates/WMWD, Spec #W-116, Harley-John Tank Site, Grading/Construction Testing

WMWD, Spec W-120D, Rocky Bluff Road Water Main Replacement, Riverside County

PBS&J, Welded Steel Tanks, Treatment Plant, Acorn Street, City of Riverside

PBS&J, Martin Ranch, Water Infrastructure, Pump Stations, Pipe Jacking, Geotechnical Investigations

ALDA Inc. in association with Albert A. J\f4 M!m Associates

A L B E R T A.

ALDA Inc. in association with WEBB A S S 0 C I A T E S

DATE:

TO:

FROM:

PREPARED BY:

RE:

Background:

AGENDA REPORT

Sen,ice, Quality, Community

April23, 2013


Reginald A. Lamson, General Manager P.;A L P& Danielle D. McGee, Administrative Manager~tl Resolution No. DWP 2013-07

2.4

The DWP has filed an application for funding from the United State Department of AgricultureRural Development (the "USDA"). The application anticipates a combination of federal funding in the f01m of a grant and low-interest tax-exempt bond.

Staff is requesting authorization to proceed with design and engineering services in advance of completion of the bond documents with the intention of seeking reimbursement of these costs from the bond proceeds. To maintain the tax-exempt status of the bonds, the City Council must adopt a resolution declaring the intention to reimburse prior to spending from the bond proceeds.

While it may not be necessary, staffisrequesting the Board adopt Resolution No. DWP 2013-07 (Exhibit "A"), recommending that the City Council adopt the resolution attached as Exhibit "B". Resolution No. DWP 2013-07 will clearly commemorate the series of events for the future.

Recommendation:

Adopt Resolution No. DWP 2013-07.

Exhibit A

RESOLUTION NO. DWP 2013-07

A RESOLUTION OF THE BOARD OF COMMISSIONERS OF THE DEPARTMENT OF WATER & POWER

OF THE CITY OF BIG BEAR LAKE, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA

REQUESTING THE CITY COUNCIL ADOPT A RESOLUTION DECLARING ITS INTENT TO REIMBURSE EXPENDITURES FOR THE CITY'S WATER SYSTEM FROM PROCEEDS OF

A USDA LOAN AND WATER REVENUE BONDS

WHEREAS, the Department of Water and Power of the City of Big Bear Lake ("DWP") has submitted an application for grant and loan funding with the United States Depattment of Agriculture - Rural Development (the "USDA") to provide for improvements to the DWP's water systems; and

WHEREAS, the loan from the USDA is expected to be secured and repaid from a series of water revenue bonds (the "2013 Water Revenue Bond") to be issued by the City of Big Bear Lake (the "City"); and

WHEREAS, the DWP expects to incur and pay costs associated with the improvements prior to issuance of the 2013 Water Revenue Bonds and wishes to have such costs reimbursed from the proceeds of the 2013 Water Revenue Bonds; and

WHEREAS, Section 150 of the Intemal Revenue Code of 1986, as amended, requires a declaration of intent by the City to reimburse such expenditures made by the DWP prior to the issuance of the 2013 Water Revenue Bonds from the proceeds of the 2013 Water revenue Bonds in order to maintain the tax-exempt status of the 2013 Water Revenue Bonds; and

NOW, THEREFORE, BE IT RESOLVED by the Board of Commissioners ofthe DWP, City of Big Bear Lake, recommends that the City Council of the City of Big Bear Lake adopt a resolution declaring its intent to reimburse expenditures for the DWP's water systems from proceeds of a USDA loan and the 2013 Water Revenue Bonds.

PASSED, APPROVED, AND ADOPTED this 23rd day of April2013.

AYES: NOES: ABSTAIN: ABSENT:

Date

ATTEST:


Stephen D. Foulkes, Chair DWP Board of Commissioners

Page 1 of2

CERTIFICATION

STATE OF CALIFORNIA )

COUNTY OF SAN BERNARDINO)

CITY OF BIG BEAR LAKE )

I, Diego Chavez, Secretary to the Board of Commissioners of the Depmtment of Water & Power, of the City of Big Bear Lake, California, do hereby certify that the whole number of members of said Board is five; that the foregoing Resolution, being Resolution No. DWP 2013-07 was duly passed and adopted by said Board and attested to by the Secretary of said Board, all at a Regular meeting of said Board, held on the 23rd day of April2013.

AYES: NOES: ABSTAIN: ABSENT:


SEAL

Page 2 of2

Exhibit B

RESOLUTION NO. __ _

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BIG BEAR LAKE, CALIFORNIA, DECLARING ITS INTENT TO REIMBURSE EXPENDITURES FOR THE CITY'S WATER SYSTEM FROM PROCEEDS OF A USDA LOAN AND WATER REVENUE BONDS

WHEREAS, the City of Big Bear Lake, California (the "City") owns a water system enterprise (the "Water System") managed and operated by the Department of Water and Power of the City of Big Bear Lake (the "Department"); and

WHEREAS, the Department proposes to make ce1iain improvements to the Water System, including the following: (a) a new reservoir- Sugarloaf (Angel's Camp Reservoir); (b) pipeline to Angel's Camp Reservoir; (c) new well- Lake Williams (Camp Oakes Well); and (d) pipeline from Camp Oakes Well to Lake Williams Water System (together, the "Water System Improvements"); and

WHEREAS, the City and Depmiment intend to pursue a loan and grant arrangement with the United States Depatiment of Agriculture (the "USDA Loan") to fund the cost of the Water System Improvements; and

WHEREAS, the USDA Loan is expected to be secured by and repaid from the issuance by the City and Depatiment from a series of water revenue bonds (the "2013 Water Revenue Bonds"); and

WHEREAS, the Department intends to incur certain expenditures for a pmiion of the Water System Improvements and related costs and to pay for such expenditures from the Depmiment of Water and Power's moneys on hand prior to the receipt of proceeds of the 2013 Water Revenue Bonds (the "Reimbursement Expenditures");

NOW, THEREFORE, BE IT RESOLVED, DETERMINED AND ORDERED BY THE CITY COUNCIL OF THE CITY OF BIG BEAR LAKE, CALIFORNIA AS FOLLOWS:

SECTION 1. Declaration of Official Intent. The City hereby declares its official intent, subject to the further approval of this City Council, to use approximately up to $4,000,000 of the proceeds of the 2013 Water Revenue Bonds to reimburse the Depatiment for the Reimbursement Expenditures. It is intended that this Resolution shall constitute a declaration of "official intent" within the meaning of Section 1.150-2 of the Treasury Regulations promulgated under Section 150 of the Internal Revenue Code of 1986, as amended.

SECTION 2. Effective Date. This Resolution shall take effect upon adoption.

ADOPTED this __ day of ____ , 2013.

Jay Obernolte, Mayor City of Big Bear Lake, California

19361.00108\7835259.1 1

Exhibit B

_____ ,2013

I HEREBY CERTIFY that the foregoing is a full, true and correct copy of Resolution __ _ adopted by the City Council of the City of Big Bear Lake, California, at its regular meeting held

------' 2013.

19361.00108\7835259.1

Cheri Haggerty, Deputy City Clerk City of Big Bear Lake, California

2

DATE:

TO:

FROM:

PREPARED BY:

RE:

AGENDA REPORT


April23, 2013


Reginald A. Lamson, General Manager f?..A 1..-- fJ Danielle D. McGee, Administrative Manager~ Financial Data- March 31, 2013

FinancialAnalvsis -March 31,2013

Revenues

2.5

Operating revenues for the qumier ended March 31, 2013, were $2,631,991, over budget by $220,172 (9%). Usage revenues exceeded expectations by $91,275. Extremely cold weather in J anum-y resulted in many leaks on the customers' side of the meter. While many leak adjustments have been recorded, more are expected. Standby fees of $67,807 expected in the second quarter were received in the third quarter. Capacity charges exceeded expectations due to an expansion project at the Pine Summit Christian Camp.

Year-to-date operating revenues were $8,084,003, exceeding expectations by $269,950 (3%). Usage revenues and capacity charges discussed above are the major contributing factors to this variance. Standby fees also exceeded expectations, which is expected to be a timing difference.

Operating revenues were $224,732 greater than the nine months ended March 31, 2012 (3%), also due to greater usage revenues and capacity charges.

Revenue from rates for the qumier ended March 31, 2013 were $2,422,467, exceeding expectations by $84,635 (4%) primarily due to increases in usage revenues that is most likely related to pending leak adjustments.

Revenue from rates for the nine months ended March 31, 2013 were $7,662,001, over budget by $154,035 (2%). Compared with the prior year, revenue from rates improved $118,213 (2%). Both of these variances are expected to be reduced by future leak adjustments.

Revenue from new connections for the quarter ended March 31, 2013 were $67,807, exceeding expectations by $38,296. The project at Pine Summit Christian Camp contributed over $54,000 in unexpected capacity charges.

Financial Data- March 31, 2013 April23, 2013 Page 2 of4

Revenue from new connections for the nine months ended March 31, 2013 was $193,248, exceeding expectations by $84,567 (78%). Staff projected 12 EDUs would be added to the system by March 31,2013, new connections exceeded expectations by 10.4 EDUs. Pine Summit's project added 6.6 EDUs.

Grant and loan proceeds were expected have been exhausted by December 31, 20 12; therefore no third quruier inflows from these source were unexpected when the budget was developed.

Year-to-date grant and loan proceeds have exceeded projections by $1.2 million (21 %), largely because loan proceeds relating to $965,000 in expenditures that were made in FY 11/12 were recorded FY 2012/13, when received. As of March 31, 2013, the 201 0 bond and grant, the 2012 USDA bond, and the EPA grant have been exhausted; $54,882 remains available under the 2012 USDA grant.

Expenditures

Total expenditures for the quarter-ended March 31, 2013, were $2,923,016, exceeding expectations by $1 million. Construction costs expected in the 2"d quarter were pushed to the 3rd quarter. Year-to-date total expenditures were $12,075,126, under budget by $805,783 (6%). Of this variance $579,225 relates to timing differences in the 2012 Capital Improvement Program. Well projects were expected to be completed by the end of2012. Seminole is 99% complete; Magnolia and Division #8 are 68% and 71% complete, respectively. Year-to-date capital projects spending totaled $6.1 million, under budget by $579,224.

For the quarter-ended March 31,2013, Operations and Maintenance spending was over budget by $28,295 (2%), and Debt Service is under budget by $2,495 (1 %). Year-to-date Operations and Maintenance spending totaled $4.3 million, under budget by $185,472. O&M spending increased $330,584, compared to the prior year.

Operations and Maintenance Operations and Maintenance expenditures for the quarter ended March 31, 20 13 were $1,391,119, over budget by $28,295 (2%). Operations and Maintenance costs for the third quarter increased over the prior year by $130,921 (10%).

For the nine-months ended March 31, 2013, Operations and Maintenance expenditures were $4,351,393, u~er budget by $185,472 (4%). O&M spending increased $330,584 over the same period in 20 1{1)- 1 L ~

Source of Supply (Production) spending through March 31,2013 totaled $965,697, under budget by $55,764 (6%). Various maintenance projects totaling $17,230 have been deferred. Electricity costs are under budget by $16,870. The budget anticipated a rate increase from Bear Valley Electric, which has been delayed. Lab tests are under budget by $12,610 and chemical purchases are less than expected by $5,400. Compared with the prior year, spending in this depruiment increased $150,986. Electricity costs increased $77,600. Personnel costs increased $31,930 due to increases in benefits costs and expected changes to compensation. Spending of $18,400 for pressure valve maintenance was previously accounted for in the Rehabilitation Fund and is now classified as Operations and Maintenance. Spending for telemetry maintenance increased $20,600, some of which relates to new requirements for radio frequencies


Conservation spending through March 31, 2013 totaled $72,991, under budget by $11,784 (14%). Advertising, printing and special departmental spending were under budget by $6,950 in total. Spending for this department was $3,385 less than the prior year primarily due to decreased spending on advertising.

Transmission and Distribution (r&D) spending through March 31, 2013 totaled $544,843, under budget by $55,890 (9%). Spending for basic materials contributes $40,285 to this variance and is expected to be a timing difference. Maintenance of mains, services and hydrants have been deferred contributing $16,410 to the department's variance. T &D costs increased $66,892 over the prior year. In the summer of 2011 T &D had no seasonal laborers compared with two seasonal laborers in the summer of2012. This results in an increase in wages of$17,800. Fulltime wages increased $27,810. Two utility technicians eamed promotions to level II and the remainder relates to normal step increases and cost of living adjustments. Benefits costs increased $26,485 due to increases in the required retirement contribution rates and increase in health insurance costs. Spending for basic materials and maintenance of mains decreased over the prior year, $1,775 and $4,498, respectively.

Customer Field Service spending through March 31, 2013 totaled $435,053, under budget by $17,234 (4%). Planned spending for meter maintenance, meter testing, and radio read antenna replacement has been deferred ($12,525). Payroll costs are $5,650 less than expected due to tumover in the department that resulted in staffing a meter technician at a lower step. Compared with the prior year, this department has increased spending by $36,421, which relates to increases in retirement contribution costs and health benefit costs.

Property Taxes as ofMarch 31,2013 were $115,012, over budget by $58,571 because the April installment was recorded in March.

Water Operations spending through March 31, 2013 totaled $506,404, under budget by $25,768 (5%). Personnel costs are under budget by $11,300 due departmental restructuring. Travel and education are under budget by $2,073 and 5,295, respectively. This is expected to be a timing difference. Vehicle maintenance is under budget by $3,082; funding from this account may be allocated to other areas in the 4th qumier if not needed. Printing for water quality reports was budgeted at $2,000 but new provisions allow for electronic distribution of those reports. This is expected to be a permanent difference. Those funds will be reallocated or retumed to reserves at the end ofthe year. Compared with the prior year, spending has increased $19,352. Savings in pavement impact fees of $3 7,000 were offset by increases in personnel costs of $42,400. Automotive and fuel costs increased $4,073 and 3,022, respectively. Licensing costs increased $6,930.

Customer Accounts spending through March 31, 2013 totaled $634,325, under budget by $14,181 (2%). Software maintenance fees expected in March were not billed until April $6,800. Since we have not yet implemented the fixed asset account module in our accounting system we have left our implementation purchase order open for $10,000. We hope to complete the implementation by the end ofFY 12113 or early in the summer. Compared with the prior year, spending for this department has increased $90,923. The accounting supervisor position was vacant from July 2011 through October 2011, reducing personnel costs in the prior year by $39,600. Personnel costs increased an additional $40,300 as a result of increased pension contributions, health care cost increases, step increases and promotions. Postage costs have increased $6,400.


Public Information spending through March 31, 2013 totaled $42,497, under budget by $8,606 (17%). This variance is primarily due to delays in advertising programs and development of printed materials ($6,600). Spending for this depmiment decreased by $9,090 compared with the prior year. Non-recurring costs for developing the DWP's new website were incurred in FY 2011112 ($11, 1 00). Personnel costs increased $3,000 compared with the prior year because the depmiment was unstaffed from mid-February through late April of2012 but fully staffed in FY 2012/13. Additionally benefits costs have increased over the prior year.

Administrative costs through March 31, 2013 totaled $1,034,570, under budget by $54,817 (5%). Legal and audit fees have been less than anticipated ($20,020). Provisions for maintenance of buildings, equipment and software have been less than expected ($15,600), this is expected to be a timing difference. The Board has not used much of the annual allowance for training and travel ($8,900), these fund will be reallocated to other line items. Travel costs m·e also under budget because staff elected not to attend the annual conference hosted by the accounting and utility billing software developer ($8,900). Compared with the prior year, this depmiment's spending has decreased $24,773. Personnel costs increased $142,700 over the prior year because the General Manager position was vacant for the first five months ofFY 2011/12, and pension and health care costs increased. Purchases of replacement computers, servers and new software in FY 2011/12 were non-recurring costs, contributing $66,100 to the variance from the prior year. Temporary labor hired during the vacancy in the GM position was also a non-recmring expense that contributes $45,300 to this difference. Legal fees decreased over the prior year by $27,400. Membership costs decreased because memberships in ACWA and CMUA were cancelled saving $16,900. Spending for advertising and professional services are less than prior year $11,600. We expect some ofthis funding to be used in the 4th qumier.

Capital expenditures for rehabilitation and system expansion through March 31, 2013 totaled $6.2 million, under budget by $579,225. Construction for USDA and EPA-funded projected were projected to be completed by December 31, 2012. Pipelines were completed; however the well construction has been slower than projected. Seminole is 99% complete; Magnolia and Division #8 are 68% and 71% complete, respectively. Planned spending for hydrants, meters, and meter boxes has been delayed, contributing $45,000 to this variance.

Accounts Receivable

Accounts Receivable balance as ofMarch 31 2013, was $1,613,490, which includes $785,000 in accrued water service charges plus the outstanding accounts receivable from billings of$819,000 and other miscellaneous receivables of $8,750. Accounts with balances due in less than 30 days as of March 31 2013 totaled $475,950. Balances subject to prope1iy liens totaled $208,093.

Cash and Investments

Total cash and investments as of March 31, 2013 was $12,044,862, ofwhich $7,211,272 is restricted for debt service and debt reserves, and $2,682,600 has been assigned by the Board to a variety of reserves, including but not limited to, capital improvement reserves and operations and maintenance reserves. Currently, $3,815,928 ofthe general fund is invested at LAIF.

Year to Date Operating Revenues

$9,000,000

$8,000,000

$7,000,000

$6,000,000

$5,000,000

$4,000,000

$3,000,000

$2,000,000

$1,000,000

$0

r;;' r: /

-;~/ -/ 1-

~ - -, I-

~ / - I- - -

/ -;1 - - I- - --n

/ - - 1- 1- - -

/~ I- - - - 1- - ,----

rn

c::=::J FY 11/12 Revenues r:::::::::::::J FY 12/13 Actual - FY 12/13 Budget

4/8/2013/2:48 PM

Financial Graphs

-

-

-

1-

1-

-

1-

$5,000,000

$4,500,000

$4,000,000

$3,500,000

$3,000,000

$2,500,000

$2,000,000

$1,500,000

$1,000,000

$500,000

$-

Year to Date O&M Expenditures

.. /~

/ F 1-

/ , ..... 1- 1-

~' 1-1- -

~ ~-~-- 1- 1- 1- -

~' 1- 1- 1- 1- -

~ r-- 1- - - - -

4 1- 1- 1- - - - -

-m- ~ 1- 1- 1- - - - -

c::=::J FY 11/12 Expenditures FY 12/13 Expenditures - FY 12/13 Budget

Page 1 of 6 G:\FINRPTS\BigSumMaster91-13.xlsx

Financial Graphs

Total Monthly Operating Revenues Service Charge Revenues

$1,400,000 $800,000

$1,200,000 $700,000 -

""' ""'"'- - - - -I""" -- I""" - - - -$600,000 ,.--- - r-- - r-- r- - r- -

$1,000,000 r- -- ~ $500,000 - 1- - 1- - 1- 1- -

$800,000 ---' 1- l!loo..

$400,000 - 1- - 1- - 1- 1-

$600,000 $300,000 - 1- 1- 1- - r-

$400,000 - $200,000 - 1- 1- - r- ,_ 1-

$200,000 $100,000 - 1- - - 1- - 1-

$-$-

Jul Aug Sep Oct Nov Dec Jan Feb Mar Jul Aug Sep Oct Nov Dec Jan Feb Mar

II 2009-10 c=:::J 2010-11 c:::::::::l2011-12 c=:::J 2012-13 - FY 2012-13 Budget I I 2009-10 c=:::J 2010-11 2011-12 c=:::J2012-13 - FY2012-13 Budget I

Units Billed Usage Revenues 140,000 $350,000

120,000 $300,000 1---' - --

100,000 $250,000 r - I

m 80,000 $200,000 ~ 1- - ,. 60,000 - $150,000 1- - ,_

~I' 1-~ ~r--... 40,000 - $100,000 1- - 1- 1- ... ~ ~

' ~ ....

20,000 - - $50,000 - - 1- 1- - li -0 $-


I [2 2009-10 02010-11 EJ2011-12 02012-13 I I c=:::::l2009-10 c=:::J 2010-11 c:::::J 2011-12 c=:::J 2012-13 - FY2012-13 Budget I

4/8/2013/2:48 PM Page 2 of6 G:\FINRPTS\BigSumMaster91-13.xlsx

Financial Graphs

Capacity Charge Revenues $70,000

$60,000

$50,000

$40,000

$30,000

$20,000

$10,000

. $0

- -

-

,_ ~ $ZJI9,537

- --

~ :-

' n

I

--

1- 1-

!rtf .llooo..

~ 1-

i"' h?rr ln fi h Jul Aug Sep Oct Nov Dec Jan Feb Mar

2009-10 ~2010-11 ~2011-12 ~2012-13 - FY2012-13 Budget

Monthly Cash Receipts $1,400,000

$1,200,000 f.- 1------------------

$1,000,000 f.- 1--...1 1-~~-------------

$800,000 f-., -

$600,000

$400,000

$200,000

$-

- t- 1-

1-

1-

Jul Aug Sep Oct Nov Dec Jan Feb Mar

02009-10 02010-11 02011-12 02012-13

4/8/2013/2:48 PM

12.00

9.00

6.00

3.00

$900,000

$800,000

$700,000

$600,000

$500,000

$400,000

$300,000

$200,000

$100,000

$-

Page 3 of6

EDUs Added

r-1 54 I

1- -

~~ Jh hll1- llnf1 r h


r-

02010-11 02011-12 02012-13

Utility Billing Accounts Receivable Balance

- 1- 1---

I- 1- 1- - 1-

I- 1- 1- - 1-

1- 1- - 1- 1-

1- 1- 1- 1- 1-

I- 1- 1- 1- 1-

I- 1- 1- 1- 1-

1- 1-

1- 1-

1- 1-

1- 1-

1- 1-

1- 1-


02009-10 02010-11 02011-12 02012-13

-

G:\FINRPTS\BigSumMaster91-13.xlsx

$5,000,000

$4,500,000

$4,000,000

$3,500,000

$3,000,000

$2,500,000

$2,000,000

$1,500,000

$1,000,000

$500,000

$-

Year to Date Operations Spending

by Cost Center

Production

2011/12 2012/13 Budget

4/8/2013/2:48 PM

Financial Graphs

$-

Page 4 of6

Monthly Operations and Maintenance Spending

by Cost Center

Annual Insurance Payment $261K

c::=:J Administration

c::=:J Public Information

c::=:J Customer Accounts

c::::::::J Water Operations

c::::::::J Property Tax

Customer Field Service

c::=:JTransmission & Distribution

c::::::::J Conservation

Production

~FY 12/13 Budget


$2,500,000

$2,000,000

$1,500,000

--$1,000,000

$500,000

$- n

Grant and Bond Proceeds by Month

-

r- / ~ -

- \ ~ r\ r--- - r \

·~ .

c=::::J 2011-12 Actual c=::::J 2012-13 Actual - 2012-13 Budget

4/8/2013/2:48 PM

Financial Graphs

n

$2,000,000

$1,800,000 $1,600,000

$1,400,000 $1,200,000 $1,000,000

$800,000

$600,000 $400,000

$200,000 $-

Page 5 of6

Capital Improvement Plan Expenditures by Month

c=::::J 2011-12 Actual c=::::J 2012-13 Actual - 2012-13 Budget


Financial Graphs

YTD Production vs Consumption

YTD Production= 583MG

0 YTD Consumption 0 Unaccounted for Water

4/8/2013/2:48 PM Page 6 of6 G:\FINRPTS\BlgSumMaster91-13.xlsx

Collections Graphs

Accounts Receivable Aging Status

$800,000

$700,000

$600,000 I-- 1- 0 Locked Service + 30 Days Past Due

$500,000 I-- 1-

1:1 + 30 Day Past Due $400,000 I-- -- 1-

$300,000 f-- 1-

D Liened Accounts Receivable Aging Status $200,000 I-- --1-

$100,000 I-- 1-OCurrent

$-

2012 2013

March

D + 30 Day Past Due D Liened lJ Locked Service+ 30 Days Past Due 0 Current

Page 1 of 1

18,000

16,000

14,000

12,000

10,000

8,000

6,000

4,000

2,000

10,000

8,000

6,000

4,000

2,000

Customer Service Graphs

# Connections Served #New Accounts Created

115,7681

1- 1- - 1- 1- 1- 1- 1- r-1- - 1- 1- 1- 1- 1- 1- r-

- 1- 1- 1- 1- 1- 1- 1- r-

~ 202 l21s 1

=~ .[190]. -~ - - - r- J~ ~ ,..... 129

r- r.::l - 1- 1- - - r-1- ~ - r-

r- - -

250

200

150

- - - 1- 1- 1- 1- 1- r-1- 1- - 1- 1- - -- -- r-100

- - - 1- 1- 1- 1- 1- r-

- - - 1- 1- 1- 1- 1- r- 1- - - 1- 1- - - - 1-50 - - - 1- 1- 1- 1- 1- r-


o 2011-12 o 2012-13 1 D 2011-12 0 2012-13

# Bills Generated Customer Service Call Statistics

6,000 1:39

5,000 1:35

4,000 "' -- - - ..!!!

iii 3,000 u

Qj .... 1:30 :::1

c - - - - -- - :tt

2,000 ~

1:26 - 1- r- 1,000

1:22


0 2011-12 0 2012-13 Total Call Volume - Average Call Duration

4/8/2013/2:47 PM Page 1 of 2 G:\FINRPTS\BigSumMaster91-13.xlsx

4/8/2013/2:47 PM

Customer Service Graphs

Customer Support Requests by Type January- March 2013

Page 2 of2

Payment Status

Other

D Address Maintenance

D Collections

D Account Status

C Billing Question

D Payment Methods

"Care of" Billing

D Backflow

D Payment Methods

D Website Assistance


4/10/2013

Department of Water & Power

CITY OF BIG BEAR LAKE

Statement of Change in Net Assets

By Fund- Unaudited Actual

3/31/13

Budget

3/31/13

Budget (-) = Unfav

Variance

Actual

3/31/12

Change from (-) = Unfav

Prior Year Revenue Fund (19) - - ~~--- - - YEAR~ fo:O~ - --~-

Revenues

Usage Fees $ 1,601,727 $ 1,463,079 $ 138,648 9% $ 1,480,534 $ 121,193 8% Service Charge 6,020,274 6,004,887 15,387 0% 6,023,254 (2,980) 0% Administative Fees 133,460 123,300 10,160 8% 118,802 14,658 12% Meter Installation Fees 8,632 11,200 (2,568) -23% 6,298 2,334 37% Capacity Charges 184,616 97,482 87,135 89% 102,022 82,594 81% Stand by Fees 101,631 81,382 20,249 25% 110,386 (8,755) -8% Income from Investments 4,566 8,325 (3,759) -45% 5,552 (986) -18% Other Income 29,097 24,400 4,697 19% 12,424 16,673 134% Operating Revenue $ 8,084,003 $ 7,814,053 $ 269,950 3% $ 7,859,271 $ 224,732 3%

Operations & Maintenance Fund (20) - - -- - -~~~~~~~-Y-E-A-R-TO-DATE ~~~~~~~~~~~~- -

Expenditures

Production $ 965,697 $ 1,021,461 $ 55,764 5% $ 814,711 $ (150,986) -19% Conservation 72,991 84,775 11,784 14% 76,376 3,385 4% Transmission & Distribution 544,843 600,733 55,890 9% 477,951 (66,892) -14% Customer Field Service 435,053 452,288 17,234 4% 398,633 (36,421) -9% Property Tax 115,012 56,440 (58,571) -104% 111,753 (3,258) -3% Water Operations 506,404 532,172 25,768 5% 487,052 (19,352) -4% Customer Accounts 634,325 648,505 14,181 2% 543,401 (90,923) -17% Public Information 42,497 51,103 8,606 17% 51,588 9,091 18% Administration 1,034,570 1,089,388 54,817 5% 1,059,343 24,773 2% Total Expenditures 4,351,393 4,536,866 185,472 4% 4,020,810 (330,584) -8% Capitalized Labor and Overhead N/A N/A Net Expenditures $ (4,351,393) $ (4,536,866) $ 185,472 4% $ (4,020,810) $ (330,584) -8%

[oeht Service Fund (21) --- - - --- -- -- -- - YEAR-TO-DATE ----- ----- -

Income from Investments $ 6,694 $ 11,470 $ (4,777) -42% $ 429 $ 6,264 1460% Expenditures

Principal Payments $ 205,790 $ 205,791 $ 2 0% $ 287,122 $ 81,332 28% Interest Expense 1,275,237 1,362,366 87,129 6% 1,379,530 104,293 8% Amortization and Other Expenses 56,203 10,159 (46,044) -453% 4,825 (51,378) -1065% Total Expenditures 1,537,230 1,578,316 41,086 3% 1,671,477 134,247 8%

Net Fund Activity $ (1,530,536) $ (1,566,846) $ 36,310 2% $ (1,671,047) $ 140,511 8%

[SyStem Rehabilitation Fund (22) -~~- - - -----~- --~~~~~~~-

Loan Proceeds $ 4,349,281 $ 2,973,671 $ 1,375,611 46% $ 1,461,302 $ 2,887,979 198% Grants 2,324,044 2,079,689 244,354 12% 278,594 2,045,450 734% Other Income 155,115 155,114 1 0% - 155,115 N/A Gross Proceeds $ 6,828,439 $ 5,208,474 $ 1,619,965 31% $ 1,739,896 $ 5,088,543 292%

Expenditures

Production $ 1,604,202 $ 1,897,936 $ 293,734 15% $ 256,523 $ (1,347,679) -525% Transmission and Distribution 4,168,660 4,225,452 56,792 1% 1,278,116 (2,890,544) -226% Administration - - - N/A - - N/A Total Expenditures 5,772,862 6,123,388 350,526 6% 1,534,639 (4,238,223) -276%

Net Fund Activity $ 1,055,578 $ (914,914) $ 1,970,491 215% $ 205,257 $ 850,320 414%

[CaPital Improvements Fund (-2-3)~~~~- ----- ------vEAR-fo:D-A-TE _ _____ ---- - -

Loan Proceeds $ 175,653 $ 586,766 $ (411,114) -70% $ 619,907 $ (444,254) -72% Grants - - - N/A - - N/A Gross Proceeds $ 175,653 $ 586,766 $ (411,114) 70% $ 619,907 $ (444,254) -72%

Expenditures

Production $ 411,991 $ 630,318 $ 218,327 35% $ 896,392 $ 484,401 54% Transmission and Distribution 1,650 12,022 10,372 86% - (1,650) N/A Total Expenditures 413,642 642,340 228,699 36% 896,392 482,751 54%

Net Fund Activity $ (237,989) $ (55,574) $ (182,415) 328% $ (276,486) $ 38,497 14%

Net Fund Activity All Funds $ 3,019,662 $ 739,854 $ 2,279,808 308% $ 2,096,186 $ 923,476 -44%

Page 1

4/10/2013



Statement of Change in Net Assets

By Fund - Unaudited Actual

3/31/13

Budget Budget (-) = Unfav

3/31/13 Variance

Revenue Fund (19) QUARTER ENDED

Revenues

Usage Fees $ 417,709 $ 326,435 $ 91,275 28% $ Service Charge 2,004,758 2,011,398 (6,640) 0% Administative Fees 40,740 41,100 (360) -1% Meter Installation Fees 2,800 (2,800) -100% Capacity Charges 67,807 26,711 41,096 154% Standby Fees 94,850 94,850 N/A Income from Investments 1,565 2,775 (1,210) -44% Other Income 4,562 600 3,962 660% Operating Revenue $ 2,631,991 $ 2,411,819 $ 220,172 9% $

Operations & Maintenance Fund (20) QUARTER ENDED

Expenditures

Production $ 344,575 $ 322,053 $ (22,522) -7% $ Conservation 18,541 22,154 3,613 16% Transmission & Distribution 170,623 178,552 7,929 4% Customer Field Service 143,371 148,208 4,837 3% Property Tax 57,506 (57,506) N/A Water Operations 158,360 175,061 16,702 10% Customer Accounts 203,844 223,645 19,801 9% Public Information 16,735 18,288 1,553 8% Administration 277,566 274,863 (2,703) -1% Total Expenditures 1,391,119 1,362,824 (28,295) -2%

Capitalized Labor and Overhead N/A Net Expenditures $ (1,391,119) $ (1,362,824) $ (28,295) -2% $

Debt Service Fund (21) QUARTER ENDED

Income from Investments $ 2,495 $ 3,823 $ (1,328) -35% $ Expenditures

Principal Payments $ - $ - $ - N/A $ Interest Expense 438,030 454,122 16,092 4% Amortization and Other Expenses 16,983 3,386 (13,597) -402% Total Expenditures $ 455,013 $ 457,508 $ (2,495) -1% $

Net Fund Activity $ (452,517) $ (453,685) $ 1,167 0% $

System Rehabilitation Fund (22) QUARTER ENDED

Loan Proceeds $ 451,562 $ - $ 451,562 N/A $ Grants 945,118 - 945,118 N/A Other Income - - - N/A Gross Proceeds $ 1,396,680 $ - $ 1,396,680 N/A $

Expenditures

Production $ 581,889 $ - $ (581,889) N/A $ Transmission and Distribution 296,589 - (296,589) N/A Administration - - - N/A Total Expenditures 878,478 - (878,478) N/A

Net Fund Activity $ 518,203 $ - $ 518,203 N/A $

Capital Improvements Fund (23) QUARTER ENDED

Loan Proceeds $ - $ - $ - N/A $ Grants - - - N/A Gross Proceeds $ - $ - $ - N/A $

Expenditures

Production $ 196,747 $ 36,273 $ (160,474) -442% $ Transmission and Distribution 1,650 - (1,650) N/A Total Expenditures 198,397 36,273 (162,124) -447%

Net Fund Activity $ (198,397) $ (36,273) $ (162,124) 447% $

Net Fund Activity All Funds $ 1,108,160 $ 559,037 $ 549,123 98% $ Page 2

Actual Change from H = Unfav

3/31/12 Prior Year

327,512 $ 90,197 28% 2,000,746 4,012 0%

43,845 (3,105) -7%

235 (235) -100% 31,252 36,555 117% 19,783 75,067 379%

2,971 (1,406) -47% 8,953 (4,391) -49%

2,435,297 $ 196,694 8%

267,334 $ (77,241) -29% 17,048 (1,493) -9%

157,512 (13,111) -8% 129,134 (14,236) -11%

55,876 (1,629) -3%

181,537 23,177 13% 193,878 (9,966) -5% 18,403 1,669 9%

239,475 (38,091) -16% 1,260,198 (130,921) -10%

N/A (1,260,198) $ 130,921 -10%

152 $ 2,343 1539%

- $ - N/A 461,036 23,006 5%

79 (16,904) -21441% 461,115 $ 6,102 1%

(460,963) $ (3,759) 1%

462,231 $ (10,669) -2% 278,594 $ 666,524 239%

- - N/A 740,825 $ 655,855 89%

54,070 $ (527,819) -976% 112,016 (184,573) -165%

- - N/A 166,086 (712,392) -429%

574,739 $ (56,537) -10%

- $ - N/A - - N/A - $ - N/A

379,151 $ 182,404 48% - (1,650) N/A

379,151 180,753 48%

(379,151) $ 180,753 48%

909,725 $ 198,435 -22%



Statement of Fund Activity

Revenues by Type

Usage Fees

Service Charges

Revenue From Rates

Standby Fees

Capacity Charges/Meter Fees

Investment Income

Admin Fees and Other Income

Other Income

Grants

Loan Proceeds

Reserve Transfers

Grants/Loans/Transfers

Total Revenues

Expenditures by Type

Operations & Maintenance

Debt Service Principal & Interest

Rehabilitation Projects

Capital Improvements

Other

Total Expenditures

Change in Net Assets

Actual Budget Budget (-) = Unfav Actual Change from (-) = Unfav

3/31/2013 3/31/2013 Variance % 3/31/2012 Prior Year %

QUARTER ENDED

$ 417,709 $ 326,435 $ 91,275 28% $ 327,512 $ 90,197 28% 2,004,758 2,011,398 (6,640) 0% 2,000,746 4,012 0%

$ 2,422,468 $ 2,337,833 $ 84,635 4% 2,328,258 94,209 4%

$ 94,850 $ - $ 94,850 N/A $ 19,783 $ 75,067 379% 67,807 29,511 38,296 130% 31,487 36,320 115% 4,060 6,598 (2,538) -38% 3,123 937 30%

45,302 41,700 3,602 9% 52,798 (7,496) -14%

$ 212,019 $ 77,810 $ 134,209 172% $ 107,191 $ 104,828 98%

$ 945,118 $ - $ 945,118 N/A $ 278,594 $ 666,524 239% 451,562 - 451,562 N/A 462,231 (10,669) -2%

- - - N/A - - N/A

$ 1,396,680 $ - $ 1,396,680 N/A $ 740,825 $ 655,855 89%

$ 4,031,167 $ 2,415,642 $ 1,615,524 67% $ 3,176,275 $ 854,892 27%

QUARTER ENDED

$ 1,391,119 $ 1,362,824 $ 28,295 2% $ 1,260,198 $ 130,921 10%

455,013 457,508 (2,495) -1% 461,115 (6,102) -1% 878,478 - 878,478 N/A 166,086 712,392 429%

198,397 36,273 162,124 447% 379,151 (180,753) -48% - - - N/A - - N/A

$ 2,923,007 $ 1,856,606 $ 1,066,401 57% $ 2,266,549 $ 656,457 29%

$ 1,108,160 $ 559,037 $ 549,123 98% $ 909,725 $ 198,435 22%

Page 3

Actual Budget Budget (-) = Unfav Actual Change from (-l = unfav

3/31/2013 3/31/2013 Variance % 3/31/2012 Prior Year %

YEAR-TO-DATE

$ 1,601,727 $ 1,463,079 $ 138,648 9% $ 1,480,534 $ 121,193 8% 6,020,274 6,004,887 15,387 0% 6,023,254 (2,980) 0%

$ 7,622,001 $ 7,467,965 $ 154,035 2% $ 7,503,788 $ 118,213 2%

$ 101,631 $ 81,382 $ 20,249 25% $ 110,386 $ (8,755) -8%

193,248 108,682 84,567 78% 108,320 84,928 78% 11,260 19,795 (8,536) -43% 5,981 5,279 88%

317,671 302,814 14,857 5% 131,225 186,446 142%

$ 623,810 $ 512,672 $ 111,138 22% $ 355,913 $ 267,898 75%

$ 2,324,044 $ 2,079,689 $ 244,354 12% $ 278,594 $ 2,045,450 734% 4,524,934 3,560,437 964,497 27% 2,081,209 2,443,725 117%

- - - N/A - - N/A

$ 6,848,977 $ 5,640,126 $ 1,208,851 21% $ 2,359,803 $ 4,489,175 190%

$ 15,094,788 $ 13,620,764 $ 1,474,024 11% $ 10,219,503 $ 4,875,286 48%

YEAR-TO-DATE

$ 4,351,393 $ 4,536,866 $ (185,472) -4% $ 4,020,810 $ (330,584) -8% 1,537,230 1,578,316 (41,086) -3% 1,671,477 134,247 8% 5,772,862 6,123,388 (350,526) -6% 1,534,639 (4,238,223) -276%

413,642 642,340 (228,699) -36% 896,392 482,751 54% - N/A - N/A

$ 12,075,126 $ 12,880,910 $ (805,783) -6% $ 8,123,317 $ (3,951,809) -49%

$ 3,019,662 $ 739,854 $ 2,279,808 308% $ 2,096,186 $ 923,476 44%

Big Bear Lake- Department of Water and Power STATEMENT OF CASH FLOWS- UNAUDITED

Cash Balance at Beginning of Period

Changes in Net Assets (Fund Basis)

Less: Proceeds from debt issuance included in income for fund accounting purposes Plus: Capital Expenditures treated as expenses for fund accounting purposes Debt Payments included as expenses in for fund accounting purposes Changes in Net Assets Adjusted

Cash (used for) provided by operations: Non-cash activity (Increase) decrease in Receivables Increase (decrease) in Payables (Increase) decrease in Prepaid Expenses (Increase) decrease in Inventory

Amortization of intangibles

Depreciation Expense

Add back non-cash activity

Cash Flows from Financing Activities: · Proceeds from Debt Issuance

Principal payments Interest paid on capital debt Cash flows from Capital and Financing Activities

Cash Flows from Investing Activities: Investment in Fixed Assets

Net Change in Cash Cash Balance at the End of the Per·iod

Restricted For Debt Service

Operating Cash and Reserves

PAGE4

Quarter Ended

$ 3/31/2013

10,103,077

1,108,274

(451,562)

1,076,875

1,733,587

12,386 804,173

16,952

833,510

451,562

$ 451 ,562

$ (1,076,875) $ (I ,076,875)

1,941,785 $ 12,044,862

$ (7,211,272)

$ 4,833,590

$

YTD 3/3112013

8,176,090

3,019,776

(4,524,934)

6,186,503 1,026,057 5,707,403

935,592 (172,956)

35,500

50,859

848,995

4,524,934 (205,790) (820,268)

$ 3,498,876

(6, 186,503) $ (6, 186,503)

3,868,772 $ 12,044,862

$ (7,211 ,272)

$ 4,833,590

Big Bear Lake- Department of Water and Power STATEMENT OF NET ASSETS

Unaudited Unaudited

Assets: 6/30/12 3/31/13 Change

Current:

Cash and investments $ 2,982,221 $ 4,833,590 $ 1,851 ,369

Receivables:

Accounts 1,566,253 1,613 ,490 47,237

Accrued interest 6,086 (6,086)

Due from other governments 976,743 (976 ,743)

Prepaid Expenses 35,500 (35 ,500)

Inventories 253,006 253,006

Restricted Cash with fiscal agent 5,193,869 7,211 ,272 2,017,403

Total Current Assets $ 11,013,678 $ 13,911,358 $ 2,897,680

Noncurrent:

Deferred charges 31,556 $ 29,189 (2,367) Capital assets - net of accumulated depreciation 30,871 ,716 30,871,716

Total Noncurrent Assets $ 30,903,272 $ 30,900,905 $ (2,367)

Total Assets $ 41,916,951 $ 44,812,263 $ 2,895,313

Liabilities and Net Assets:

Liabilities: Current:

Accounts payable $ 1,096,357 $ 469,367 $ (626,990)

Due to/( from) other funds 825 (825)

Accrued interest 409,052 864,022 454,969

Deposits payable 44,080 43,970 (II 0)

Current portion of long-term debt 2,330,752 2,330,752

Total Current Liabilities $ 3,881,066 $ 3,708,110 $ (172,956)

Noncurrent:

Compensated absences 272,610 272,610 Bonds, notes, and capital leases 27,201,978 27,250,471 48,493

Total noncurrent Liabilities 27,474,588 27,523,081 48,493

Total Liabilities $ 31,355,655 $ 31,231,191 $ (124,463)

Net Assets: Invested in capital assets, net of related debt $ 1,338,986 $ 1,290,494 $ (48,493)

Restricted for debt service 5,193,869 7,211,272 2,017,403 Non-Spendible- Inventory 253,006 253,006 Assigned: Vehicle and Equipment Reserve 346,400 333 ,000 ( 13,400) Operations and Maintenance Reserve 442,880 I ,350,000 907,120 Capital Asset Replacement Reserve 1,500,000 960,000 (540,000) Sh011-lived Asset Reserve 26,260 39,600 13,340 Unrestricted 1,459,895 2,143,700 683,806

Total Net Assets $ 10,561,296 $ 13,581,072 $ 3,019,776

Total Liabilities and Net Assets $ 41,916,951 $ 44,812,263 $ 2,895,313

Page 5

DATE:

TO:

FROM:

PREPARED BY:

RE:

Background:

AGENDA REPORT


April23, 2013


Reginald A. Lamson, General Manager R..<l v~ Danielle D. McGee, Administrative Manager

Budget Adjustments -USDA Projects

2.6

In August 2012 staff prepared an analysis of encumbrances that would need to be carried forward to FY 2012/13. In reviewing costs recorded in the FY 2012/13 associated with USDA/EPA-funded projects staff found that encumbrances carried forward to FY 2012/13 from the prior year attributed some spending for FY 2012/13 to the prior year (Christensen Brothers and TK Construction). Staff is requesting a budget adjustment to increase the budget for Capital Outlay- Mains and Services (22.55.9265) by $57,523 to accommodate costs incuned in FY 2012/13. The revenue/bond proceeds associated with this spending were recorded in FY 2011/12 therefore this adjustment would come from reserves.

Also, when the FY 2012/13 Budget was prepared, spending for archaeology, compaction, staking and monument preservation was allocated between main line projects and well projects based upon best estimates at the time. The actual outcome varied from the estimates. Accordingly, staff is requesting net budget adjustments to Capital Outlay - Mains and Services from Capital Outlay Wells for $14,301, and an adjustment from Capital Outlay- Other Professional Service to Capital Outlay - Mains and Services for $6,411.

Financial Impact: The proposed adjustments would increase the expected bond proceeds in FY 2012113 to the expected amounts. Use of reserves $57,523 were funded through USDA and EPA awards accounted for in FY 2011/12

Recommendation:

Staff recommends approving the proposed adjustments to the FY 2012/13 Budget attached as Exhibit "A".

EXHIBIT "8"

BJV#


Contact Person: Dani McGee REVENUE CHANGED:

Date Submitted: 4/23/2013 YES: X NO: -- -Board Amendment: X Amount+/(-) : Admin. Amendment: $ (57,523.01)



Correct allocation of costs for replacement mainlines between FY 11.12 and FY12.13; correct allocation of other costs allocated between wells and mains

OR AMENDED NAME DESCRIPTION ACCOU BUDGET

-Capital outlay -

Correct Christensen PO FY 12.13 22.55.9265 Mains/Services 3,640,950 53,713 3,694,662

Capital outlay-Correct TK PO FY 12.13 22.55.9265

Mains/Services 3,694,662 3,810 3,698,473

Capital outlay - Reclassify Archeaology budget from wells to 22.55.9265

Mains/Services malns(CRM) 3,698,473 4,410 3,702,883

Capital outlay - Reclassify Monuments/staking from Other Prof 22.55.9265 Mains/Services Services to Mains (Szytel) 3,702,883 6,411 3,709,294

Capital outlay - Reclassify Monuments/staking from Wens to 22.55.9265 Mains/Services Malns(Szytel) 3,709,294 9,891 3,719,185

Capital outlay - Reclassify Compaction from Mains to Wells 22.55.9265 Mains/Services (Converse) 3,719,185 (9,205) 3,709,980

Capital Outlay - Other Reclassify Monuments/staking from Other Prof 22.55.9025 Professional Services Services to Mains 421,770 (6,411) 415,359

Capital Outlay- Reclassify Monuments/slaking from Wells to Wells/boosters Mains 22.50.9250 1,822,612 (7,130) 1,815,482

Capital Outlay -Reclassify Archaeology from Wells to Mains 22.50.9250

Wells/boosters 1,815,482 {4,410) 1,811,072

Capital Outlay - Provide funding for compaction· well sites 22.50.9250 Wells/boosters (Converse) 1,811,072 7,071 1,818,143

Capital Outlay - Reclassify Monuments/staking from Wells to Wells/boosters Mains 23.50.9250 518,607 {2,761) 515,847

Capital Outlay - Provide funding for compaction- well sites 23.50.9250

Wells/boosters (Converse) 515,847 2,133 517,980

-Total 29,070,835 57,523 29,128,358


I L Date:

I Finance Department Authorization:

G:\BOARO\STAFF REPORTS\S taff Reports 2013\04-13\Proposed Budget Adjustments- USDA\Correct 9265 Page 1 of 1

DATE:

TO:

FROM:

PREPARED BY:

RE:

Background

AGENDA REPORT


April23, 2013


Reginald A. Lamson, General Manager

Danielle D. McGee, Administrative Manager

FY 2013/14 Budget Draft #1

The first draft of the FY 2013/14 Budget is attached for your consideration. Treasurer Tan-as met with staff on March 22, 2013, to review the first draft of the FY 2013114 budget and provided feedback. No adjustments were made to the draft budget as a result ofthe meeting with Treasurer Tan-as; however he did request additional information which was provided to him later that day. Staff is presenting a balanced budget with limited funding for capital improvements. Spending for capital improvements that may be funded with proceeds from the potential2013 USDA Bond has not been incorporated in this draft of the budget, nor is there an assumption of any bond proceeds being received. In the event the funding is awarded, staff will present a budget adjustment to include the associated spending and loan proceeds.

The first draft of the FY 2013114 Budget assumes the City Council will approve the proposed rate increase of 3. 7%. The Council will consider the Board' s request for a rate increase on April 29th. In the event the Council rejects the proposed rate increase, the budget will be revised to reduce spending and eliminate the estimated debt payments for the 2013 USDA Bond, prior to any action by the Board to adopt the FY 2013/14 Budget. If no changes are required, staff will bring the budget back for a formal hearing and adoption by the Board at the May 28th Board Meeting.

Recommendation

Review and discuss. Provide staff with guidance as needed.

Actual Rev and Exp 2009-2011 compared to proposed 2013 budge

----~

2009-10 2010-11 % chg 09-10 2011-12 % chg 10-11 2013-14 % chg 11-12 Actual Actual to 10-11 Actual to 11-12 Proposed 13-14 prop/yr

Capacity Charges $ 278,600 $ 664,409 138.5% $ 226,828 -65.9% $ 270,367 9.6% Water Meter Install $ 28,188 $ 13,692 -51.4% $ 14,710 7.4% $ 15,400 2.3% Use of Money $ 33,395 $ 13,953 -58.2% $ 15,127 8.4% $ 11,550 -11.8% Svc Charges & Usage $ 8,698,861 $ 9,194,903 5.7% $ 9,972,263 8.5% $ 10,273,222 ; 1.5% Mise fees $ 439,422 $ 390,236 -11.2% $ 584,575 49.8% $ 347,687 -20.3%

Total Revenue $ 9,478,466 $ 10,277,193 8.4% $ 10,813,503 5.2% $ 10,918,226 0.5%

Source of Supply $ 974,145 $ 1,192,243 22.4% $ 1,194,681 0.2% $ 1,334,692 ' 5.9% Conservation $ 95,318 $ 95,168 -0.2% $ 101,944 7.1% $ 113,880 5.9% T&D $ 947,946 $ 882,278 -6.9% $ 684,939 -22.4% $ 789,035 7.6% Customer Field Svc $ 512,553 $ 516,594 0.8% $ 552,382 6.9% $ 617,412 5.9% Water Operations $ 127,305 $ 129,131 1.4% $ 818,077 533.5% $ 783,086 -2.1% Customer Acct Div $ 765,762 $ 896,136 17.0% $ 803,118 -10.4% $ 882,127 4.9% General & Admin $ 1,648,045 $ 1,818,834 10.4% $ 1,351,553 -25.7% $ 1,266,653 : -3.1% Public Info $ $ $ 66,651 $ 65,395 -0.9% Prop Taxes $ 108,268 $ 117,650 8.7% $ 111,753 -5.0% $ 118,462 3.0%

Total O&M Expenses $ 5,179,342 $ 5,648,034 9.0% $ 5,685,098 0.7% $ 5,970,742 2.5%

Debt Service $ 3,781,910 $ 3,782,479 0.0% $ 3,947,127 4.4% $ 4,162,095 2.7%

Cap Ex- Rehab $ 849,102 $ 2,305,274 171.5% $ 4,317,911 87.3% $ 1,044,506 -37.9% Cap Ex- Growth $ 228,667 $ 1,361,006 495.2% $ 1,045,148 -23.2% $ 270,367 -37.1%

Total Cap Ex $ 1,077,769 $ 3,666,280 $ 5,363,059 __i 1,314,8Zl._

DATE:

TO:

FROM:

PREPARED BY:

RE:

Background

AGENDA REPORT

Service, Quality, Commuuity

April23, 2013


Reginald A. Lamson, General Manager R.1t--- ~ •11 W

Danielle D. McGee, Administrative Manager ~\lMY(j FY 2013/14 Budget Draft #1

2.7

The first draft of the FY 2013/14 Budget is attached for your consideration. Treasurer Tan·as met with staff on March 22, 2013, to review the first draft of the FY 2013/14 budget and provided feedback. No adjustments were made to the draft budget as a result of the meeting with Treasurer Tanas; however he did request additional infmmation which was provided to him later that day. Staff is presenting a balanced budget with limited funding for capital improvements. The first draft of the FY 2013/14 Budget assumes the DWP will be awarded a Bond from the USDA of $4,000,000, and accordingly includes the appropriate debt service for that bond. Spending for capital improvements that will be funded with proceeds from the 2013 USDA Bond has not been incorporated in this draft of the budget, nor is there an assumption of any bond proceeds being received. In the event the funding is awarded, staff will present a budget adjustment to include the associated spending and loan proceeds.

The first draft of the FY 2013/14 Budget assumes the City Council will approve the proposed rate increase of 3. 7%. The Council will consider the Board's request for a rate increase on April 29th. In the event the Council rejects the proposed rate increase, the budget will be revised to reduce spending and eliminate the estimated debt payments for the 2013 USDA Bond, prior to any action by the Board to adopt the FY 2013/14 Budget. If no changes are required, staff will bring the budget back for a formal hearing and adoption by the Board at the May 28th Board Meeting.

Recommendation

Review and discuss. Provide staff with guidance as needed.

DWP 20 I 3/ 14 Budget Draft

April 23, 20 13

DWP 20 I 3/ 14 Budget Overview

1:1 Pontell Booster Improvements a Reduces power costs

1:1 Replace 2" Pipelines - Erwin Lal<e a Improves fire flow and system reliability

1:1 Angel's Camp Reservoir (Pending USDA Loan Approval)

a Reduces power costs

a Arrastre Creel< Well (Pending USDA LoanApproval)

a Lifts Lal<e William building moratorium

2

DWP 2013/14 Inflows vs. Expenditures

11/12 12/13 13/14 0/o Actual Adopted Proposed Change

Budget Budget 12/13 vs. 13/14

Revenues $10,815,030 $ 10,376,488 $ 10,931,700 5.4%

Loan Proceeds/Grants 3,517,483 5,500,823 -0-

Total Inflows $14,332,513 $ 15,877,311 $ 10,931,700 -31.1 °/o

Operations and Maintenance $ 5,419,826 $ 5,377,774 $ 5,454,732 1.4%

Debt Service 3,947,127 4,160,785 4,162,095 <1%

Capital Improvements and Replacements 5,363,059 6,338,753 1,314,873 -79.3%

Expenditures $14,730,012 $ 15,877,311 $ 10,931,700 -31.1%

Surplus/ (Deficit) (397,499) $ -0- $ -0- 0°/o 3

DWP Inflows Summary 11/12 12/13 13/14 0/o

Description Actual Adopted Proposed Change Budget Budget 12/13 vs. 13/14

Service Charge $ 8,084,588 $ 7,986,977 $8,328,111 4.3%

Metered Usage 1,887,675 1,806,228 1,945,111 7.7%

Administrative & . 420,855 166,800 185,825 11.4% Misc. Income

Subtotal $10,393,118 $ 9,960,005 $10,459,047 5.0°/o

Continued on next slide

4

DWP Inflows Summary Can't.

Description 11/12 12/13 13/14 0/o Actual Adopted Proposed Change

Budget Budget 12/13 vs. 13/14

Standby Fee $ 163,720 $ 162,763 $161,862 -0.6%

Meter Install Fee 14,710 18,200 15,400 -15.4%

Capacity Charges 226,828 209,126 270,367 29.3%

Investment Income 16,654 26,394 25,024 -5.2%

Total Operating $ 10,815,030 $ 10,376,488 $10,931,700 5.4% Revenues

STAG Grant $ 677,506 $ 1,212,000 $-0- -100%

USDA Loans 2,081,209 2,885,153 -0- -100%

USDA Grants 758,768 1,403,670 -0- -100%

Total Grants & $ 3,517,483 $ 5,500,823 $-0- -100°/o Loans

Total Inflows $14,332,513 $ 15,877,311 $10,931,700 -31.1 °/o

5

6

$4,162,095

DWP FY 2013/14 EXPENDITURES BUDGET

$10,931,700

$270,367 $1,044,506

$5,454,732

• Operations & Maintenance • Debt Service m System Rehabilitation • Capital Projects - Growth Related

DWP Expenditure Summary 11/12 12/13 13/14 0/o

Description Actual Adopted Proposed Change Budget Budget 12/13 vs. 13/14

Operations & $ 5,419,826 $ 5,366,279 $ 5,454,732 1.4%

Maintenance

System 4,317,911 5,865,151 1,044,506 -82.1%

Rehabilitation

Capital 1,045,148 485,096 270,367 -44.3%

Improvements

Debt Service 3,947,127 4,160,785 4,162,095 +<1%

Total $ 14,730,012 $ 15,877,311 $ 10,931,700 -31.1 °/o

Expenditures

7

Direct Costs and Overhead Allocation

11/12 12/13 13/14 0/o

Description Actual Adopted Proposed Change Budget Budget 12/13

vs.13/14

Operations & Maintenance $ 5,978,023 $ 6,024,887 $ 5,970,742 -0.9%

Before Allocations

Capitalized Labor and (558,197) (658,608) (516,009) -21.7%

Overhead

System Rehabilitation 3,877,960 5,256,854 634,600 -87.9%

System Rehabilitation 439,951 608,297 409,906 -32.6

Applied Overhead

Capital Improvements 926,902 434,785 164,264 -62.2%

Capital Improvements 118,246 50,311 106,103 110.9%

Applied Overhead

Debt Service 3,947,127 4,160,785 4,162,095 <1%

Total Expenditures $ 14,730,012 $ 15,877,311 $ 10,931,700 -31.1 °/o 8

Cash Balances General Fund Cash Balance 6/30/12 $2,982,221

Projected Change in Cash 6/30/13 113,176

Total Projected Cash Balance 6/30/13 $ 3,095,397

Less: FY 2013/14 Use of Reserves --

Projected General Fund Cash Balance 6/30/14 $ 3,095,397

Less assigned cash reserves: 3-Month Operations & Maintenan~e Reserve ($ 1,493,000)

Capital Projects and Asset Replacement Reserves (975,000)

Vehicle and Equipment Reserves (223,000)

Short-lived Asset Reserve (USDA-required) (66,000)

Total Assigned Cash Reserves ($ 2,757,000)

Projected Cash Available for Future Capital Improvements 6/30/14 $ 338,397

9

CAPITAL IMPROVEMENTS

10

Funding Applications for Infrastructure Replacement

1:1 Revenue From Water Rates and Miscellaneous Income - $1 ,044,506

1:1 Revenue From Capacity Charges - $270,367

II

Capital Projects - Growth Related

Project FY 2013/14 Budgeted Costs

Hydro-pneumatic Tank- Pontell $100,000

Increase Capacity Pontell Boosters 40,000

On-call Services 24,264

Applied Overhead 106,103

Total Capital Projects $ 270,367

12

Rehabilitation Projects

Project FY 2012/13 Budgeted Costs

Reservoir Rehabilitation $ 175,000

Road Patch- Project-related 100,000

Replace Meters, Meter Boxes, ECRs 64,600

Replace Mains and Services E Lane- in-house labor 59,000

On-call Services 52,500

Well Rehabilitation - Bow Canyon 50,000

Replace Mains and Services 5th Lane- in-house labor 46,000

Telemetry upgrades - new radio frequencies 30,000

Emergency provisions - well/booster rehabilitation 25,000

Abandon Lakeplant and Knickerbocker wells 15,000

Pump efficiency testing 12,500

Replace Barton Booster Meter 5,000

Applied Overhead 409,906

Total Rehabilitation Projects $1,044,506

13

2006 Master Plan Update

a 39 Priority I Pipeline Projects Identified a 3 I Completed

a 154 Priority 2 Pipelines Projects Identified a 14 Completed

a 9 Priority I & 2 Well Projects Identified a Cherokee Well - in service a LakeplantWell #6- in service a Magnolia Well - expected in service July 20 13 a Division Well #8 - expected in service July 20 13 a Seminole Well - expected in service July 20 13 a Arrastre Creek- Site selected, funding expected USDA 2013 a Sawmill Well - Drilled, equipment not yet funded

a Reservoirs and Storage Projects $3.5 Million Identified a Angel's Camp Reservoir and transmission line expected funding USDA 20 13 a Santa Barbara Reservoir and transmission line - proposed WRDA funding

a Booster Station Upgrades- Ironwood and Conklin a Not completed

14

Full-Time Equivalent Employees FY2012/13 Executive Administration unt PI t& o r IIY an pera 1ons

2.0 9.0

23 35

Total FTEs 34.35 Accounts per FTE 459.00

I Administrative Manager

I [FTE-11

Customer Service Accounting Supervisor Supervisor

IITf.=.1l [FTE -11

I I Customer Service Billing [FTE- 2]

[FTE-4.0] •Senior Utility •Sr. Customer Service Billing Specialist {1) Representatives (2) •Accounting/Billing

•Customer Service Assistant (1)

Representatives 1/11 {2)

I

FY2013/14 2.0 9.0

23 01

34.01 463.98

Contracts & Water Conservation Manager

[FTE -11

Public Information[ Water Conservation

Specialist [FTE -11

Conservation Seasonal [FTE- 0.67]

City of Big Bear Lake Department of Water and Power Organizational Chart FY 2013/14

I Ci~Council

I

rl Board of Commissioners

I General Manager [FTE-11

I Water Superintendent I [FTE-11

Purchaser/ Inspector I [FTE-11

I I I HLR Generalist[Mgt Asstl Production Customer Field Transmission &

Sec'~ to Board Supervisor Service Supervisor Distribution Supervisor [FTE-11 [FTE -11 [FTE-11 [FTE-11

I I I Pump Technicians Technicians Utili~ Technicians

[FTE- 3] [FTE-5.67] [FTE-6.67] • Pump Techs 1/11 (3) •Utility Tech II (1) •Utility Techs/

•Meter Techs 1/11 (4) Eq. Op. ll (2)

• Seasonal Laborer • Utility Techs I/ II ( 4)

(0.67) • Seasonal Laborer (0.67)

15

DATE:

TO:

FROM:

PREPARED BY:

RE:

Background

AGENDA REPORT


April23, 2013


Reginald A. Lamson, General Manager 1'1.,_Av-

Bill La Haye, Contracts & Water Conservation Manager

Arrastre Creek Environmental Work Amendment

2.8

Tom Dodson & Associates is cunently completing the environmental work for the Arrastre Creek Well and pipeline project. The original budget for this project was $15,000, which would meet all CEQA standards. Since we are applying for federal funding through the USDA, we must also meet NEP A standards during the environmental review. NEP A requires all archaeological work to comply with the National Historic Preservation Act of 1966 (NHPA) Section 106, as amended. During the initial cultural resources evaluation it was determined that additional evaluation (excavations) were required. To comply with the NHPA, we must perform pothole sampling along the pipeline route to evaluate the probability of encountering significant cultural resources. Tom Dodson received an estimate to perform this work from CRM TECH for $11,790. Staff discussed this estimate with Tom Dodson and it was determined that we could save about $1,000 ifDWP performed the backhoe work and around $5,200 if no artifacts are recovered.

Financial Impact

Staff expects this work to be funded with USDA loan/grant proceeds. Until then, funding ($11,790) must come from reserves, which will be transfened to account 23.50.9025 (Capital Outlay- Other Professional Services). Deductions for the DWP performing the backhoe work and finding no miifacts will be incorporated as the savings are realized.

Recommendation

1. Approve a contract amendment to Tom Dodson & Associates for the Anastre Creek Well and pipeline environmental work for $11,790.

2. Approve funding from reserves until we receive reimbursement.

CRM TECH 1016 E. Cooley Drive, Suite AlB Colton, CA 92324

Tom Dodson Tom Dodson & Associates 2150 N. Arrowhead Avenue San Bernardino, CA 92405

SCOPE OF WORK AND COST PROPOSAL

Identification and Evaluation of Historic Properties Extended Phase I Study

For A Well Site and Pipeline Alignment Project In the Gocke Valley, San Bernardino County, California

April15, 2013

At the request of Tom Dodson of Tom Dodson & Associates ("Client"), CRM TECH is submitting this scope of work and cost proposal concerning a historical/ archaeological resources extended Phase I survey of a well site and pipeline alignment located within and near the YMCA camp in the San Bernardino Mountains, near the Community of Deadman's Lake, San Bernardino County, California. The survey is required by the Big Bear Lake Department of Water and Power, Lead Agency for the proposed project. Due to a Federal nexus, however, the study will be conducted in accordance with Secretary of Interior Standards and in compliance with Section 106 of the National Historic Preservation Act of 1966, as amended.

In February and March 2013, CRM TECH conducted a CEQA-level study on the property. The current Scope of Work and Cost proposal is designed to bring that study up to Section 106 standards. Due to the high potential sensitivity of the Area of Potential Effects (APE), this work will, necessarily, include subsurface explorations to address the potential of buried cultural deposits being present.

Scope of Work

In order to comply with the requirements of the archaeological technical study, CRM TECH would accomplish the following tasks:

1. Produce maps of the project area on appropriate USGS quad maps, General Land Office plats, and historic-period maps of the area for use during the records search, historical background research, and for inclusion in the report (only the labels need to be changed);

2. Review the historical/ archaeological resources records search that was completed at the Archaeological Information Center in 2010 (no work needed here);

3. Review the historical research that was completed based on early maps; 4. Request a sacred lands record search from the Native American Heritage Commission and

contact local Native American representatives regarding Native American resources in and around the project area, including follow-up phone calls, as required for the Section 106 process;

5. Complete a geomorphologic literature and map search to determine the prehistoric/historic landscapes and possible human use of those landscapes and thus assess the vertical Area of Potential Effects (APE) as required by the Section 106 process; this will include subsurface testing to help determine the potential of subsurface cultural deposits;

Tel: 909 824 6400 Fax: 909 824 6405

6. Conduct a field survey of the APE following standard professional archaeological procedures appropriate to the setting, which would include, among other standard procedures, transects spaced 15m or less apart, detailed note taking, and overview photographs; (already done);

7. Excavate a sufficient number of Exploratory Backhoe Pits to determine if cultural resources are present below the surface; this is necessary for Section 106 compliance because of the high sensitivity of the area and the possibility of buried cultural deposits being present;

8. Field record any artifacts, features, sites or structures greater than 45 years of age; this would include, among other processes, detailed note taking, plotting the location with a handheld GPS, photographs, and drawings (as appropriate);

9. Complete site record(s) and/ or site record updates and submit them to the Archaeological Information Center at the San Bernardino County Museum;

10. Prepare a final report to document the findings of the procedures outlined above, identify known and potential historic properties within or adjacent to the APE, evaluate their integrity and historical significance under criteria for the National Register of Historic Places (to the extent possible), and recommend subsequent courses of actions regarding such resources, if necessary.

Cost

CRM TECH proposes to complete the tasks listed above for the archaeological study in order meet Section 106 guidelines on the identification and evaluation of historical and archaeological resources for a cost of $11,790.00 .

Notice

If cultural resources are encountered, then a "full-blown" Phase II archaeological testing program would be necessary to determine the horizontal and vertical extent of the site and the quantity and types of artifacts that are present (only an Extended Phase I study is being proposed here). The information from the Phase II testing study would be used to evaluate the site. A separate Scope of Work and Cost proposal would be prepared to complete the testing program.

The "Cost" presented above includes what seems to be a sufficient amount to catalogue and analyze all recovered artifacts and prepare a site record ($5,270.00). The Cost presented above also includes producing the substantial report that would be needed if cultural resources were to be found. If no cultural resources are found, then these costs will not be incurred. [Converse-wise, if an extensive cultural deposit is encountered, additional funds mny be necessary to complete the analyses and report.]

Reimbursable Expenses

The price quoted above includes items such as mileage, copies, printing, and administrative fees. No "reimbursable" expenses or indirect costs will be added to our invoice.

Payment Schedule

Progress billings may be submitted as work proceeds. The remaining amount will be due upon completion of the final report.

Page 2 of 3 BB Well & Pipeline 106 Archneo Study

Project Schedule

Start date: Immediately upon authorization to proceed. Completion date: We will complete the study in a timely manner, in consultation with the Client.

Agreement

If the Client agrees to the terms and conditions of this proposal, an authorized signature below will constitute a contract and an agreement to proceed.

Submitted by:

Agreed to:

Signature Printed name and title Date

Page 3 of 3 BB Well & Pipeline 106 Arclweo Study

AGENDA REPORT 2.9


DATE: April23, 2013


FROM: Reginald A. Lamson, General ManagerJZ,q--<-

PREPARED BY: Bill La Haye, Contracts & Water Conservation Manager lA..)) L

RE: Atlas Map Update Project- PO Amendment & Budget Adjustment

Background

In June 2012, we signed a contract with Water Systems Consulting, Inc. ("WSC, Inc.") to update as-built information, identify facilities by pressure zone, prepare updated atlas maps and prepare an updated system map. The fee for this work was $11,180. At the August 2012 Board Meeting, the Board approved an additional $17,669 to upgrade the atlas maps to GIS format. This amendment brought the total contract to $28,849.

Since August, DWP staff has identified additional material and effmi that should be included in the atlas map update project. These include fire hydrant locations and identification data, pressure regulating valve identification data, additional as-built data and 73 pages of map book markups. The estimated cost for completing these new tasks is $9,215 (Exhibit A). This will bring the total project cost to $38,064.

Financial Impact

Funding for these additional costs will come from the FY 2012/13 Budget. Seven thousand dollars ($7,000) will come from 20-98-6962 (Water Board Expense) and $2,215 will come 23-50-9010 (On-call services- wells) and 23-55-9020 (On-call Services- mains). These funds will be transfened into 22-55-9025 (Capital Outlay- Other Professional Services).

Recommendation

1) Approve the proposed second amendment to the Atlas Map Update Project with WSC, Inc. in the amount of$9,215.

2) Approve the proposed budget adjustment included as Exhibit A. 3) Authorize amendments to purchase orders 12510 and 12545 for WSC, Inc.

3/21/2013

Reggie Lamson General Manager Big Bear Lake DWP PO Box 1929 Big Bear Lake, CA 92315

WATER SYSTEMS CONSULTING, INC.

SUBJECT: PROPOSED SCOPE, SCHEDULE, AND BUDGET REVISION FOR COMPLETION OF THE ATLAS

MAP UPDATE SERVICES

Dear Mr. Lamson,

On June 7, 2012, DWP selected WSC to provide DWP Atlas Map Update Services (Project). WSC

submitted the Atlas Map Administrative Draft on February 25, 2013. To date, WSC has completed its

scope of work for the following tasks:

Task 1- Convert AutoCAD to GIS;

Task 2- Update As-built Information; and

Task 4 - Preparation of Atlas Sheets

The tasks remaining to be completed with no revision to the original scope and fee include the

following:

Task 3- Identify Facilities by Pressure Zone; and

Task 5 - Preparation of a System Map

Following submittal of the Administrative Draft and during the Administrative Draft review on March 13,

2013, DWP provided WSC with additional and updated information to include in the Atlas Map. The

additional information DWP would like incorporated into the Atlas Map includes the following:

1. Fire Hydrant Admin Draft Markups- Includes fire hydrant locations and identification data.

2. Pressure Regulating Valves List- Includes PRV identification data.

3. As-built Data- Includes additional data for already incorporated as-built records and new as

built data for The Crossings.

4. Old Atlas Map Markups- Includes various markups for 73 pages of the old atlas map book.

Based on our discussion in the review meeting, the strategy for completion of the Project shall include

incorporation of the remaining tasks and additional information described above, development of a

Final Draft Atlas Map for DWP's review, and incorporation of the Final Draft review comments into a

Final Atlas Map. In accordance with DWP's direction given in the review meeting, WSC proposes the

following scope of services, schedule, and fee proposal to complete the Project.


Scope of Services The following scope of services includes the remaining tasks to complete the Project in its entirety with

the data provided by DWP by the date of this proposal.

Task 3 - Identify Facilities by Pressure Zone WSC and DWP will identify the corresponding pressure zone(s) for all mapped facilities as available from

the AutoCAD file converted into GIS. It is assumed that the AutoCAD files provided for conversion to GIS

included up-to-date pressure zone data for facilities. Facilities identified by pressure zone may include

pipelines, valves, hydrants, pump stations, wells, and reservoirs. Mapping of the facilities will be color

coded in the atlas maps. A palette of various colors will be developed to designate individual pressure

zones with their respective colors. Colors may repeat in non-adjacent pressure zones and in pressure

zones serving different water systems. Any significant level of effort to properly identify facilities within

their respective pressure zone and to correctly depict the changes in addition to the conversion of the

AutoCAD files to GIS is not included in this task.

Task 5 - Preparation of a System Map WSC will develop a system wide map of all facilities and water systems operated by DWP. The size of the

final map and scale (+/-1": 500') will be determined at a later date.

Task 6- Final Draft Atlas Map WSC will incorporate comments from the review meeting and additional information provided after

submittal of the Administrative Draft and at the review meeting into the Final Draft Atlas Map. The

additional information to be incorporated includes the following:

1. Fire Hydrant Admin Draft Markups- Includes fire hydrant locations and identification data.

2. Pressure Regulating Valves List- Includes PRV identification data.

3. As-built Data- Includes additional data for already incorporated as-built records and new as

built data for The Crossings.

4. Old Atlas Map Markups- Includes various markups for 73 pages of the old atlas map book.

WSC will submit an electronic file in pdf format of the Final Draft Atlas Map to DWP. Proposed fee

assumes two {2} WSC staff will attend one (1) three (3}-hour Final Draft review meeting at DWP's offices.

Task 7- Final Atlas Map WSC will incorporate review comments provided by DWP at the Final Draft review meeting into the Final

Atlas Map.

WSC will submit an electronic file in pdf format of the Final Atlas Map to DWP. Proposed fee assumes

approximately three (3} minutes per map sheet (8 hours) to incorporate DWP markups and will not

include incorporation of significant additional data not previously provided by DWP. WSC and DWP will

re-evaluate these assumptions once comments are received from DWP at the Final Draft review meeting.

Atlas Map Update Services 2 W .\llR SVS IU IS COMUI II~C, I11.C.

Proposed Schedule The completion schedule for this project will highly depend on the number of iterations required.

However, it is anticipated that WSC's scope of work will be completed within a ten (10) week time frame

as described in the table below.

Final Draft Atlas Map

Final Draft Review Meeting

Final Atlas Map

Fee Proposal

. . -

Six (6) weeks following notice to proceed

Within two (2) weeks of Final Draft submittal

Two (2) weeks after Final Draft Review Meeting

WSC's fee proposal is based on a total of 79 hours to develop two new tasks. Tasks 3 and 5 are from the

current contract, and are shown because they have not been completed yet, but will be included in the

completed Project. Tasks 6 and 7 include the estimated level of effort for WSC to incorporate new

information provided by DWP, and the estimated level of effort for WSC's OA/QC, meeting attendance,

and deliverable development to complete the Project.

WSC proposes a not-to-exceed budget of $9,215 to complete the Project as presented in the fee table

shown below. The hour breakdown by task shown below is an estimate, and the extent to which the

entire scope of work listed above can be accomplished within the level of effort will depend on the

number of iterations necessary to complete the project goals. WSC intends to prioritize the tasks in the

order listed above and will bill on a time and materials basis up to the not-to-exceed amount.

Task Project Staff Staff Clerical/ Total

Task Description GIS Tech Labor Total Labor Expenses Total Fee No. Manager Engr. Planner Admin

Hours

3 Identify Facilities by Pressure Zone 0 $ - $ - $ -5 Preparation of a System Map 0 $ - $ - $ -6 Final Draft Atlas Map 1 5 16 39 2 63 $ 6,575 $ GOO $ 7,175 7 Final Atlas Map 1 2 8 4 1 16 $ 1,840 $ 200 $ 2,040

Total Column Totals 2 7 24 43 3 79 $ 8,415 $ 800 $ 9,215

We appreciate the opportunity to work with you on this important project. If you have any questions or

would like to discuss any aspect of our proposal further, please contact Jeffery Szytel or Spencer

Waterman at 805-457-8833, or by email at [email protected] or [email protected].

Atlas Map Update Services 3

EXHIBIT "A"

BJV#

BUDGET ADJUSTMENTS - FY 2012-13

Contact Person : Bill LaHaye REVENUE CHANGED:

Date Submitted: 4/23/2013 YES: NO: X -- -Board Amendment: X Amount+/(-) : Admin. Amendment:

Department Head Signature: Source:


Provide Funding for Atlas Maps, amend POs 12,510 and 12,545

PRIOR lbHANGE+(-

AMENDED NAME DESCRIPTION ACCOUNT# BUDGET BUDGET

-Capital Outlay- Other

Fund additional Costs· Atlas Maps 22.55.9025 Professional Services 421,770 9,215 430,985

Capital Outlay-Reduce on-ca ll services 23.50.9010

Engineering - Wells 5,000 (1,215) 3,785

Capital Outlay -Reduce on-call services 23.55.9020

Engineering- mains 8,800 (1 ,000) 7,800

Water Board Expense Under-utlized provision 20.98.6962 12,000 (7,000) 5,000

-Total 447,570 - 447,570

Approved : Comments: Denied:

Date: I

Finance Department Authorization:

G:ldmcgee\budget adjustments\Budget adj FY 12-13.xlsx\Atlas Maps Page 1 of 1

DATE:

TO:

FROM:

PREPARED BY:

RE:

AGENDA REPORT


April 23, 2013


Reginald A. Lamson, General Manager 1?..fJ <- fJ Danielle D. McGee, Administrative Manager~

Administrative Manager's Report

2.10

Since the last board meeting I have been focused on the following projects in addition to my regular work:

1) Inventory systems implementation 2) Preparing the annual report for FY 2011112 3) Analyzing historical revenues from and improvements to Lake William

On March 2ih we performed a full physical inventory count to evaluate how the warehouse systems are functioning. We encountered some variances from the expected counts and are working to improve the systems for issuing parts and retuming items to stock Purchaser/Inspector, Kevin Moran has invested significant hours to improving the labeling in the warehouse, implementing a bin system, and identifying items that are obsolete or should not be included in inventory (mostly used parts kept as emergency spares). We intend to complete another physical count in May, after the new bin labeling system is completed. Kevin expects that any employee would be able to count any section in the future. Historically, if the person counting did not have knowledge of the parts being counted, we encountered significant inventory variances. We are hopeful that the final inventory in June will have a very low en·or ratio. In any event, the increased organization in the warehouse will be noticeable to the auditors so they will understand that we are making progress.

I expect to present the first draft of the annual report for FY 2011/12 to' the Board for consideration in May. The repmi has been delayed because the audit report was issued in midNovember when my time was dedicated to the revenue requirements analysis and subsequently to the 218 process and the FY 2013/14 Budget. With some time opening up in April, I have retumed my focus to completing this repmi.

Pending the outcome of the application for funding from the USDA, the DWP may be investing in significant infrastructure improvements to the Lake William water system. I completed a historical analysis of revenues from rate and capacity charges realized from Lake William customers, as well as investments in infrastructure there since the acquisition. This information will be used to develop a cost recovery plan for the expected capital outlay of $2.5 million for a new well and transmission line for that area.

Administrative Manager·'s Report April23, 2013 Page 2 of2

Accounting Supervisor, Christine Mcllrevey, started medical leave on April 9111• We expect

Christine to be out for 12 to 16 weeks. I contacted two staffing agencies who identified three candidates to provide coverage in accounting during Christine's absence. We selected Roel Briones who has extensive experience in municipal accounting, including utility billing. Roel started on April 1st and had about a week of cross-training with Christine before she left. Roel will handle general accounting duties and is tasked with helping implement the inventory system.

Please let me know if you have any questions.

Thank you.

DATE:

TO:

FROM:

PREPARED BY:

RE:

AGENDA REPORT


April23 , 2013


Reginald A. Lamson, General Manager i<.."'l L-

Amelia Ray, Public Information and Water Conservation Speciali~ Public Information and Water Conservation Activities

There were seven attendees at the Landscapers Lunch on March 2i1\ two from San Bernardino

Parks District and five from various Bear Valley landscaping companies. I went over the DWP landscaping and water-use regulations. Representatives from two irrigation companies, Irrometer and Ewing, brought water-efficient irrigation product displays. The representative from IlTometer also gave a presentation on soil-moisture sensors.

California Native Plant Week was April 14-21 st. In an effort to promote native plants, ads aired on KBHR from April 12-21 st. I also mentioned the DWP's watering restrictions and odd/even watering schedule.

The 2013 Bear Valley Electric Services Earth Day Expo was on April19t11• Customer Service

Representative Sonja Reeves and I tended a booth with water cycle bracelets and brochures. An ad was placed in the April 1 i 11 edition of the Grizzly highlighting Emih Day, water and energy conservation, as well as the DWP's watering restrictions and odd/even watering schedule.

Our "boulevard signs" have been taken down since they are out of compliance with the City of Big Bear Lake sign ordinance. The signs in Lake William and the RV Park are the only ones still on display. Once the pmiiculars ofthe sign ordinance are determined, staff may replace the signs or relocate them.

I attended a workshop on Consumer Confidence Reports (CCRs). The California Department of Public Health now allows CCRs to be delivered via email or posted on the web. In the May and June billing cycle, there will be a one-page stuffer that identifies the web address of where the reports can be found. Customers have the option of requesting that a paper copy be mailed to them.

I also attended the Santa Ana Watershed Project Authority's (SA WP A) annual conference. This year's theme was the power of partnerships and integrated resource management.

Please let me know if you have any questions,

Amelia Ray

DATE:

TO:

FROM:

PREPARED BY:

RE:

Seasonal Laborers

AGENDA REPORT

Service, Quality, Commuu ity

April23, 2013


Reginald A. Lamson, General Manager rz~ ......... Diego Chavez, Human Resources Generalist De

Human Resource Management Report

We are currently in the process ofrecruiting three Seasonal Laborers. The application deadline for these positions was April 3, 2013. The selection committee interviewed eight applicants on April12, 2013 and subsequently made conditional offers of employment to the top three applicants. They are currently undergoing background screening and other pre-employment requirements. Their first day with DWP is scheduled for Monday April29, 2013.

Board Appointments

The City's Deputy Clerk indicated that City Council has begun the process of recruiting DWP board members for both Don's and Fred's ending terms. It will be posted on the City's website, and an e-blast and news release will go out to the public. I'll make sure you receive a copy of the advertisements and application as soon as they are available.

Board Calendar -April/May 2013

• City Council Special Meeting- Monday April29, 2013 at 6:30p.m. (Civic Center) • City Council Special Meeting- Monday May 13, 2013 at 6:30p.m. (Civic Center) • Regular Board Meeting- Tuesday May 28,2013 at 9:00a.m. (DWP)


Diego Chavez

DATE:

TO:

FROM:

PREPARED BY:

RE:

AGENDA REPORT


April23, 2013


Reginald A. Lamson, General Manager f?..1rL..,

Steve Wilson, Water Superintende~ Water Superintendent's Report

On April 5th two representatives from the California Depmtment of Public Health came up to inspect the new Seminole well/treatment plant in Fawnskin. They are finalizing our new well permit and hope to have the permit to us by the end of April or early May. Construction is near completed.

Matich, the contractor for the City stmted with the construction in the Village. There was a fire hydrant located on Pine Knot Ave. that needed to be relocated to provide an additional parking space. We removed the existing fire hydrant that was in front of a parking stall and reinstalled it about forty feet to the south.

The Production Depmtment with the help of the T &D Depatiment stmted installing the necessary equipment and the building for the new chlorination station for the Dogwood springs and slant wells in Moonridge.

We are planning on replacing 650 feet of old 2-inch waterline with an 8-inch waterline onE Lane in Erwin Lake, the work will be done by our crews. We are waiting for our encroach permit from the San Bernardino County Special District Road Depmtment. The project will begin in May or early June.

Southwest Gas Company's contractor Arizona Pipeline is replacing about 50,000 ft. of gas lines this year, over 29,000 ft. is in our service area, and the other is in CSD's. We have begun marking our waterlines.

Thanks, Steve

City of Big Bear Lake Water Department Water Superintendent's Report (Fiscal Year)

"Measured in Million Gallons" Y-T-D =Year to Date

Big Bear Lake I Moonridge

Sugarloaf I Erwin Lake

Fawnskin

Lake Williams

RV Park

SUB-TOTAL

Rim Forest

GRAND- TOTAL

Total Production for: 3/31/13 MG

3131113 2012 3131112

Month-ended Y-T-D Month-ended

31.68 417.40 28.63

10.55 121.07 10.57

1.37 20.66 1.24

0.46 5.49 0.40

0.17 4.23 0.12

44.23 568.85 40.96

1.55 14.82 1.18

45.78 583.67 42.14

Million Gallons transferred from Sugarloaf I Erwin Lake to

Big Bear Lake I Moonridge.

Year to Date Transferred.*

2012

Y-T-D

388.70

122.43

18.52

3.79

4.11

537.55

13.18

550.73

1.82

34.64

2012 Monthly

% Difference

10.65%

-0.19%

10.48%

15.00%

41.67%

7.98%

31.36%

8.64%

2012 Y-T-D

% Difference

7.38%

-1.11%

11.56%

44.85%

2.92%

5.82%

12.44%

5.98%

*(This amount is included in the Sugarloaf I Erwin Lake Total but not in the BBL I Moonridge Total.)

SLANT WELL PRODUCTION: The totals below are included in the above totals.

MG

"Measured in Million Gallons" 3131113 2012 3131112 2012 2013 Monthly 2012 YTD

Y-T-D =Year to Date Month-ended Y-T-D Month-ended Y-T-D % Difference % Difference

Big Bear Lake I Moonridge 12.41 117.19 11.58 152.81 7.17% -23.31%

Fawnskin 0.95 10.97 1.02 14.19 -6.86% -22.69%

Monthly Percentage of GRAVITY PRODUCTION vs. ELECTRICAL PRODUCTION

3131113 2012 3131/12 2012

Month-ended Y-T-D Month-ended Y-T-D

BBL I Moonridge- GRAVITY 39% 28% 40% 39%

BBL I Moonridge - ELECTRICAL 61% 72% 60% 61%

3131113 2012 3131112 2012

Month-ended Y-T-D Month-ended Y-T-D

Fawnskin- GRAVITY 69% 53% 82% 77%

Fawnskin - ELECTRICAL 31% 47% 18% 23%

DATE:

TO:

FROM:

PREPARED BY:

RE:

Seminole Well

AGENDA REPORT


April23, 2013


Reginald A. Lamson, General Manager 1?fi ~-.

Bill La Haye, Contracts & Water Conservation Manager W S: L

Contracts & Water Conservation Manager Report

Startup and testing ofthe well and filter system are scheduled for Friday April19t11• Staff met

with CA Department of Public Health onsite on April 5th to do a preliminary review of the Seminole Well. General Manager Lamson asked me to draft a letter to begin the process of terminating the lease at N mihshore Well No. 1.

Division No. 8 & Magnolia Wells

The buildings are up except for the metal roofing. Work on the interior of the buildings is proceeding and both plants should be operational in four weeks.

2013 USDA Application

Our USDA representative has had several questions about our application. We've been answering them when we can and directing them to appropriate specialists as needed. USDA's protocol specifies 45 days for intemal review. This puts the deadline around May 6t11

• I'll check with them, if we haven't already heard from them, on that date.

Arrastre Creek Well

The last of the environmental work for the Arrastre Creek Well is in the process of being completed. However, the USDA has asked a couple more questions and the archaeological consultant has requested a contract extension so they can complete potholing along the proposed pipeline route.

Final EPA inspection of Contracts 4 & 5

The EPA perfmmed their final inspection of Contracts 4 and 5 on April 1st. It consisted of document review, and question/answer session and field inspection of roughly 2/3 of the streets involved in these two contracts. We should see their final repmi in about a month or so.

Contracts & Water Conservation Manager Report April23, 2013 Page 2 of2

RFP's (or Engineering Design Services & Hydrogeological Services

I drafted RFP packages for engineering design services for the Angel's Camp Reservoir, Klamath Booster Station and the Arrastre Creek Well distribution line. This RFP was advertised in the Grizzly and San Bernardino Sun, we performed outreach to a select group of engineering firms and evaluated their proposals. I also drafted an RFP for Hydrogeological services for drilling the Anastre Creek Well. We perfmmed outreach to a select group of Hydrogeological firms, advertised this RFP in the same newspapers listed above and it was picked up by Integrated Marketing Systems and distributed to their subscribers. To date, 13 firms have requested the full RFP package. The proposal preparation period ends May 3rd. So, we shall have to wait and see how many proposals are delivered for our consideration.

Let me know if you have any questions,

Bill LaHaye

Integrated Marketing Systems Project Data Sheet

TARGET MARKET Water COUNTY San Bernardino, Southern California CITY Big Bear Lake PROJECT# 263635

PROJECT AGENCY LOCATION DEPARTMENT

SCOPE OF WORK

Hydrogeological Services for a Municipal Water Well City of Big Bear Lake Big Bear Lake, CA Water and Power

CURRENT DATE 4/10/2013

The City of Big Bear Lake, Department of Water and Power, is seeking a consultant to provide hydrogeological services for the design and construction of a municipal water well. Required work includes well design, preparation of bid documents and construction oversight.

DISCIPLINES REQUESTED BY AGENCY

[X] Civil Engineering

[X] Mechanical Engineering

[X] Hydrology/Hydraulics

COMMENTS

[X] Geology

[X] Construction/Project

Management

[X] Geotechnical Engineering

[X] Groundwater/Hydrogeology

-To receive an RFP package or for questions, contact the Contracts Manager, at the phone number or email address below. -Submit proposals prior to 4:30p.m., May 3, 2013.

APPROX CONST COST LOI/SOQ/RFP RFP APPROX DEADLINE 5/3/2013

CONTACT Contracts Manager

EMAIL [email protected]

WEBSITE

PHONE 909-866-5050 205 FAX

Integrated Marketing Systems San Diego, California (858) 490-8800 FAX (858) 490-8811

DATE:

TO:

FROM:

RE:

AGENDA REPORT


April23, 2013


Reginald A. Lamson, General Manager R...~ <-

General Manager's Report

2012 Capital Improvement Projects

Tennyson Pipeline Company is constructing the Division #8 and Magnolia Well Pumping Plants. Tennyson has to finish the metal roofing, connect the electrical equipment, set the pumping units, and place site paving. Both wells should be operational by June 1, 2013.

Bowe Contractors is constructing the Seminole well pumping and treatment plant. Bowe has completed all construction. Department of Public Health did a site visit on AprilS, 2013 and is finalizing our permit. We performed startup testing on April 19, 2013. The Department of Public Health will provide a letter requesting DWP no long operate the leased North Shore #1 Well Pumping Plant because it does not meet current Department of Public Health standards.

Water Resources Development Act and 2013 USDA Loan Application Update

On March 18, 2013, The Senate Environment and Public Works Committee released a bill to reauthorize the Water Resources Development Act (WRDA). On March 20,2013 the markup WRDA bill was adopted by the full Senate committee unanimously. The WRDA bill will be brought to the full Senate floor for futiher debate and passage in May.

WSC completed and submitted the Preliminary Engineering Report to USDA on March 18, 2013. DWP staff completed the formal application package and delivered it to USDA on March 21, 2013, prior to the March 25, 2013 deadline, so our submittal will be reviewed based on 2000 census requirements. USDA approved the Preliminary Engineering Rep01i on March 29, 2013. Depending on Federal funding to USDA, DWP qualifies for up to 45% grant funding. Because the initial environmental work resulted in a review by the Fish and Game Department, final USDA approval has been delayed for one month. We should know if we are successful by the end of May.

General Managu's Report April23, 2013 Page 2 of2

D WP Property Taxes

DWP pays about $115,000 per year for property taxes. These taxes are for prope11y and facilities located outside ofthe City of Big Bear Lake's City limits. There is a County Assessor rule that states that if a public entity purchases prope1ty from a private entity, and if the private entity is paying tax on the prope1ty, and the propeliy is located outside of the boundaries of the public entity, then the public entity has to continue to pay tax on that prope1ty, which includes facilities. I went to the County Assessor's Office and showed them the LAFCO staff repmt that clearly defines our boundaries (service area) and that all of the prope1ty and facilities that we are paying prope11y taxes on are located within our boundaries. The Supervising District Appraiser, Erik Endler, looked up the Title for DWP's prope11y and facilities and stated that the City of Big Bear Lake owns the propeliy and facilities; therefore, the boundaries are the City Limits. Mr. Endler stated that if we properly changed the Title to Big Bear Lake Depmtment of Water and Power, then our boundaries would be our service area as defined by LAFCO and we would no longer have to pay prope1ty taxes. I am pursuing this with the City.


DATE:

TO:

FROM:

RE:

DEPARTMENT OF WATER


April23, 2013

Jeff Mathieu, City Manager

Reginald A. Lamson, DWP General Manager A L-

DWP Monthly Update- March 2013

Service Delivery Water services provided March I, 20 13 to March 31, 2013:

15,768 customers provided with water service. 6,806 meters read. 1,074 meter check-reads, meter turn-on/off, meter unlocks/lock-offs, door hangers, trouble calls, Underground Service Ale1t (USA) pre-marks, and miscellaneous service calls completed. I main leak repaired: 5 leaks year-to-date for 2013 vs. 2 leaks year-to-date for 2012. 45 .78 million gallons produced by wells: Big Bear Lake/Moonridge Area:

39% by gravity sources (slant wells). 61% by pumped sources (electrical/vettical wells).

Fawnskin Area: 69% by gravity sources (slant wells). 31% by pumped sources (electrical/vertical wells).

$835,086.80 processed in billings for 8,340 accounts. 129 new accounts (new owners of existing, improved properties) processed. 0.48 Equivalent Dwelling Unit (EDU) added to the water system. $875,159.94 Total Gross Receipts processed.

Board Meetings At the March 26, 2013 Regular Board Meeting the following was approved:

Resolution No. DWP 2013-04, establishing the position of Contracts and Water Conservation Manager and setting the classification specification and salary range.

Resolution No. DWP 2013-05, adopting adjustments to the DWP's rates, charges and fees for water service and requesting approval by City Council.

Resolution No. DWP 2013-06, expressing the intention to reduce water service charges and fees upon full repayment of the 1996 revenue refunding bonds.

Hire of a tempormy accountant for a period of up to 12 weeks, to fill in for the Accounting Supervisor that is out on medical leave.

Extension of the contract with The Furman Group for a period of three months, through June 31 , 2013 .

Department of Water, City of Big Bear Lake

41972 Garstin Drive, P.O. Box 1929 ·Big Bear Lake, CA 92315-1929 ·Phone 909/866-5050 · Fax 909/866-3184

www.BBLDWP.com

AGENDA PACKET 4.23.13

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