FINAL UTILITY STUDY

KUM & GO 300 SUBDIVISION

THORNTON, COLORADO

PREPARED FOR: KUM & GO, L.C.

6400 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266

PH: (515) 457-6232 CONTACT: RYAN J. HALDER

PREPARED BY: OLSSON ASSOCIATES

4690 TABLE MOUNTAIN DRIVE, SUITE 200 GOLDEN, CO 80403 PH: (303) 237-2072

CONTACT: JOSH ERRAMOUSPE, PE

AUGUST 25, 2014

OLSSON ASSOCIATES PROJECT NO. 013-1721

FINAL UTILITY STUDY

Kum & Go 300 Subdivision ii Thornton, CO Olsson Project #013-1721

TABLE OF CONTENTS

I. GENERAL LOCATION AND DESCRIPTION ............................................................................................. 1

A. Location ................................................................................................................................................... 1

B. Description of Property ............................................................................................................................ 2

II. BASINS AND PRESSURE ZONES ............................................................................................................ 2

A. Major Basin Description .......................................................................................................................... 2

III. DESIGN CRITERIA .................................................................................................................................... 3

A. Regulations ............................................................................................................................................. 3

B. Development Criteria Reference and Constraints .................................................................................. 3

C. System Design Criteria ........................................................................................................................... 3

IV. CONCLUSIONS .......................................................................................................................................... 4

A. Compliance with Standards .................................................................................................................... 4

V. REFERENCES............................................................................................................................................ 4

APPENDIX A: DEMAND CALCULATIONS

APPENDIX B: WATER MODEL OUTPUT

APPENDIX C: SEWER MODEL OUTPUT

APPENDIX D: CSP UTILITY PLANS

FINAL UTILITY STUDY

Kum & Go 300 Subdivision 1 Thornton, CO Olsson Project #013-1721

I. GENERAL LOCATION AND DESCRIPTION

This Final Utility Study has been prepared for Kum & Go 300 Subdivision (the PROJECT) by Olsson Associates. This study evaluates the PROJECT’s planned water & sanitary sewer extensions & connections to the City’s system in order to assess impacts to the City’s existing utility infrastructure.

A. Location

The PROJECT encompasses the development of Lots 1-3, Kum & Go Subdivision 300 located within the Southeast 1/4 of Section 21, Township 2 South, Range 68 West of the Sixth Principal Meridian, City of Thornton, County of Adams, State of Colorado. Refer to Figure 1 for project location. The PROJECT is situated at the northeast quadrant of the intersection between W. 88th Avenue and Pecos Street. W. 88th Avenue has a ROW width of 100 ft, while the Pecos ROW width is approximately 80 ft adjacent to the site.

Figure 1: Vicinity Map

PROJECT LOCATION

FINAL UTILITY STUDY

Kum & Go 300 Subdivision 2 Thornton, CO Olsson Project #013-1721

Currently, the majority of the existing property is vacant with a small area dedicated as a donation center drop-off. The site is bordered by a manufactured home park on its north, a condominium/apartment complex on its east, commercial development to the south, and an amusement water park on its west side. The property is zoned community retail and allows for a variety of retail uses including high visibility pad uses with or without drive through orientations, free-standing; multi-tenant retail buildings, anchor and junior anchor buildings.

B. Description of Property The PROJECT consists of 6.354± acres (combined area of Lots 1-3, exclusive of the additional ROW to be dedicated along Pecos Street). A high point exists near the shared property line between Lots 2 & 3, with gentle slopes towards the northeast & south. Native vegetation currently covers the majority of the existing parcel of land. Phase I of the development will include construction of a convenience store & fueling canopy on Lot 1 during the Spring of 2015. Phase II of the development is anticipated to include full build-out of Lots 2 & 3, as depicted on the preliminary utility plans within Appendix A. At the time of this study, the timing of Phase II had not yet been determined. During the construction of Phase I improvements, an 8” sanitary sewer main will be extended from an existing manhole within Osage Street to the north boundary of Lot 1. The convenience store will extend two separate 4” service lines to the new main (one for kitchen waste & one for domestic waste). Upon Phase II development, it is expected that the buildings on Lots 2 & 3 will extend service lines to the main extension installed during Phase I. Refer to the preliminary sanitary sewer plan within Appendix D for proposed Phase I & II improvements. During the construction of Phase I improvements, an 8” water main will be extended from an existing 16” water main within Pecos Street, along the north boundary of Lot 1. The convenience store will extend a 2” service line to a meter placed just south of the new main, and will tap the new main with a 1.5” service. Additionally, the new main will include a tap for a fire hydrant lateral & assembly due south of the north boundary of Lot 1. A fire hydrant lateral will also be tied-into an existing 8” main within 88th Avenue, and a hydrant will be installed within the north side of the 88th Avenue ROW, due south of the convenience store. Upon Phase II development, the new 8” main will be extended along the south & east sides of Lot 3, and will tie-into an existing 8” main within the adjacent multifamily project. It is expected that the buildings on Lots 2 & 3 will extend service lines to the main extension installed during Phase II. Refer to the preliminary water plan within Appendix D for proposed Phase I & II improvements.

II. BASINS AND PRESSURE ZONES

A. Major Basin Description

Per the City’s 2010 Water and Wastewater Systems Master Plan (the MASTER STUDY), the PROJECT is located within Sewer Basin A and Pressure Zone 4. Conversations with City staff indicated that utility reports for adjacent subdivisions are non-existent.

FINAL UTILITY STUDY

Kum & Go 300 Subdivision 3 Thornton, CO Olsson Project #013-1721

According to the MASTER STUDY’s future land use map, the PROJECT is located in an area of anticipated commercial development. Furthermore, no immediate improvements are recommended or anticipated for Basin A or Pressure Zone 4.

III. DESIGN CRITERIA

A. Regulations The design of utility extensions and the subsequent information contained within this study were prepared in accordance with criteria set forth in the City of Thornton’s Standards & Specifications for the Design & Construction of Public & Private Improvements, October 2012 (the MANUAL). At this time, requested deviations from the MANUAL’s criteria are, neither, necessary nor sought.

B. Development Criteria Reference and Constraints

According to the MASTER STUDY, the highest elevation and associated lowest observed pressure within Zone 4 are 5526 ft and 40 psi, respectively. Additionally, the lowest elevation and associated highest observed pressure within Zone 4 are 5370 ft and 117 psi, respectively. Zone 4 reservoir’s low hydraulic grade line is 5602 ft, while the same reservoir’s high hydraulic grade line is 5640 ft. Since the MASTER STUDY identifies future commercial development within the PROJECT area, and did not identify any immediate required improvements to either Zone 4 or Basin A (besides addressing water quality and tank tracking within Zone 4), development of the PROJECT as depicted on the plans located in Appendix D is not anticipated to adversely affect the City’s existing utility infrastructure.

C. System Design Criteria Water and sewer improvements for the PROJECT were designed according to Sections 200 & 300 within the MANUAL. Water demand and sewer flow estimates were also obtained from the same said Sections within the MANUAL. WaterCAD and SewerCAD software was used to model the proposed utility improvements for the PROJECT. Modeling output indicates that the proposed improvements meet the City’s water distribution system design criteria set forth in Section 203.2 of the MANUAL, except for 203.2.B.1. Because the PROJECT is situated (vertically) near the lower threshold of Zone 4 elevations, we expected to see higher static system pressures. When no demands are placed on the proposed system, static pressures are in excess of 100 psi. To that end, we do not anticipate any modifications to the existing infrastructure, but recognize the need for PRVs within the PROJECT’s planned buildings. Furthermore, modeling output indicates that the proposed improvements meet the City’s sanitary sewer design criteria set forth in Section 303.2 of the MANUAL. Refer to Appendix A for water demand & sewer flow calculations, and Appendices B & C for water model and sewer model output.

FINAL UTILITY STUDY

Kum & Go 300 Subdivision 4 Thornton, CO Olsson Project #013-1721

IV. CONCLUSIONS

A. Compliance with Standards

It is anticipated that construction of Phase I & II improvements described in this study will not adversely impact the City’s existing infrastructure. The PROJECT’s buildings will not create an inordinate demand on the City’s water system, nor will it add significant waste to the City’s sanitary sewer system.

V. REFERENCES

1) “Standards and Specifications for the Design and Construction of Public and Private Improvements,” City of Thornton, October 2012.

2) “Volume 1: Water and Wastewater Systems Master Plan for the City of Thornton,” The

Engineering Company, May 2010.

FINAL UTILITY STUDY

Kum & Go 300 Subdivision Thornton, CO Olsson Project #013-1721

APPENDIX A: DEMAND CALCULATIONS

KUM & GO 300 SUBDIVISIONTHORNTON, COLORADOWATER DEMAND CALCULATIONS

Lot 1 4,992 V‐B NO 2,000 2 680 3,395 4.2 2004.2 7.6Lot 2 3,150 V‐B NO 1,500 1 1,000 3,150 3.9 1503.9 7.1Lot 3 9,035 V‐B YES 1,250 1 680 6,144 7.7 1257.7 13.8Total 17,177 12,688 15.9 28.5

Average Daily Demand:Shopping Center: 680 GPD per 1,000 SF building area

Fast Food: 1,000 GPD per 1,000 SF building area

Peaking Factors:Max Day Demand: 1.8

Peak Hour Demand: 3.24

Peak Hour Demand (GPM): 28.5Max Day Demand + Fire Flow (GPM): 2015.9 (max day demand + one hydrant)

Design Constraints:1.  Pipe pressure must be between 50 PSI & 100 PSI with no demand on the system.2.  Pipe pressure at peak hour demand must be greater than 40 PSI, max velocity less than 5 ft/s.3.  Pipe pressure at max day demand + fire flow must be greater than 20 PSI, max velocity less than 11.2 ft/s (8" pipe), max velocity less than 10 ft/s (all other pipe diameters).

No. Hydrants

Bldg Size (SF)

Construction Type

Sprinklers?Peak Hour 

Demand (GPM)

Max Day Demand + Fire Flow (GPM)

Max Day Demand (GPM)

Average Day Demand (GPD)

Fire Flow (GPM)

Average Day Demand 

(GPD/1000SF)

KUM & GO 300 SUBDIVISIONTHORNTON, COLORADOSEWER FLOW CALCULATIONS

Lot 1 3.210 600 1,926 3.5 4.7 0.010Lot 2 1.378 600 827 3.5 2.0 0.004Lot 3 1.766 600 1,060 3.5 2.6 0.006Total 6.354 3,812 9.3 0.021

Average Daily Flow:Commercial: 600 GPD/ACRE

Peak Hour Flow (GPM): 9.3

Design Constraints:1.  Pipe must be designed to carry peak flow at no more than 50% maximum pipe capacity (pipes smaller than 15").2.  Pipe must be designed to carry peak flow at no more than 80% maximum pipe capacity (pipes 15" & larger).3.  Use Manning n = 0.013.4.  Minimum main diameter shall be 8".5.  Minimum & maximum slopes for 8" pipes shall be 0.40% and 5.00%, respectively.6.  Minimum & maximum slopes for 4" services shall be 2.00% and 8.00%, respectively.

Peak Hour Flow (CFS)

Peaking Factor

Average Day Flow 

(GPD/Acre)

Average Day Flow (GPD)

Peak Hour Flow (GPM)

Lot Size (Acre)

FINAL UTILITY STUDY

Kum & Go 300 Subdivision Thornton, CO Olsson Project #013-1721

APPENDIX B: WATER MODEL OUTPUT

TEL 970.431.7733 1Loveland, CO 80538 Suite 1605285 McWhinney Boulevard

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TEL 970.431.7733 2Loveland, CO 80538 Suite 1605285 McWhinney Boulevard

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TEL 970.431.7733 3Loveland, CO 80538 Suite 1605285 McWhinney Boulevard

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TEL 970.431.7733 4Loveland, CO 80538 Suite 1605285 McWhinney Boulevard

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TEL 970.431.7733 5Loveland, CO 80538 Suite 1605285 McWhinney Boulevard

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TEL 970.431.7733 6Loveland, CO 80538 Suite 1605285 McWhinney Boulevard

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TEL 970.431.7733 7Loveland, CO 80538 Suite 1605285 McWhinney Boulevard

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TEL 970.431.7733 8Loveland, CO 80538 Suite 1605285 McWhinney Boulevard

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FINAL UTILITY STUDY

Kum & Go 300 Subdivision Thornton, CO Olsson Project #013-1721

APPENDIX C: SEWER MODEL OUTPUT

TEL 970.431.7733 1Loveland, CO 80538 Suite 1605285 McWhinney Boulevard

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TEL 970.431.7733 2Loveland, CO 80538 Suite 1605285 McWhinney Boulevard

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FINAL UTILITY STUDY

Kum & Go 300 Subdivision Thornton, CO Olsson Project #013-1721

APPENDIX D: CSP UTILITY PLANS

PROJECTLOCATION

VICINITY MAP1" = 600'

OWNER:RAYMOND W. ELLISON NON-EXEMPT MARITAL TRUSTP.O. BOX 1747VENTURA, CA 93002ATTN: JOSEPH ELLISONPH: 805.648.6925

PROJECT TEAM:

ENGINEER:OLSSON ASSOCIATES4690 TABLE MOUNTAIN DRIVE, SUITE 200GOLDEN, CO 80403CONTACT: JOSH ERRAMOUSPEPH: 303.237.2072

LANDSCAPE ARCHITECT:OLSSON ASSOCIATES7157 VISTA DRIVEWEST DES MOINES, IA 50266CONTACT: JOSEPH STOBERLPH: 515.331.6517

GEOTECHNICAL ENGINEER:OLSSON ASSOCIATES8720 SOUTH 114TH STREET, SUITE 107LA VISTA, NE 68128CONTACT: ED SCHNACKENBERGPH: 402.827.7220

SURVEYOR:OLSSON ASSOCIATES4690 TABLE MOUNTAIN DRIVE, SUITE 200GOLDEN, CO 80403CONTACT: DANA SPERLINGPH: 303.237.2072

1. ALL WATERLINES AND SANITARY SEWER LINES SHALL BE CONSTRUCTED PER THE CITY OFTHORNTON STANDARDS AND SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OFPUBLIC AND PRIVATE IMPROVEMENTS AND ALL APPLICABLE MASTER PLANS IN EFFECT ATTHE TIME OF DEVELOPMENT. LARGER LINES SHALL BE CONSTRUCTED IF NECESSARY TOSERVE THE DEVELOPMENT. LINE SIZES SHALL BE DETERMINED WITH THE FINAL UTILITYREPORT.

2. ALL OFF-SITE EASEMENTS REQUIRED FOR THE CONSTRUCTION OF THE WATER ANDSANITARY SEWER SYSTEMS SHALL BE ACQUIRED BY THE DEVELOPER PRIOR TO APPROVALOF THE SUBDIVISION PLAT. THE RECEPTION NUMBERS FOR THESE EASEMENTS SHALL BEINCLUDED ON THE PLAT.

3. ALL WATERLINES CONSTRUCTED SHALL BE LOOPED; IN ADDITION, THE SYSTEM PRESSUREREDUCING VALVES SHALL BE UTILIZED TO KEEP THE STATIC PRESSURES BELOW 100 PSI. AMINIMUM STATIC PRESSURE OF 40 PSI SHALL BE MAINTAINED FOR THE SITE.

4. COORDINATION IS REQUIRED FOR SERVING WATER AND SANITARY SEWER TO THEADJACENT PROPERTY OWNERS. STUB-OUTS SHALL BE PROVIDED FOR FUTUREDEVELOPMENT OF THESE PROPERTIES.

5. THE DEVELOPER IS RESPONSIBLE FOR ANY IMPROVEMENTS TO APPLICABLE LIFT STATIONSWHICH ARE NECESSARY TO SERVE THIS DEVELOPMENT. IMPROVEMENTS WILL BEDETERMINED WITH THE FINAL UTILITY REPORT.

6. A FINAL UTILITY REPORT WILL BE REQUIRED WITH THE DEVELOPMENT OF EACH PLANNINGAREA. A SANITARY SEWER BASIN STUDY IS REQUIRED WITH THE REPORT TO EVALUATE THEEXISTING SANITARY SEWER SYSTEM DOWNSTREAM OF THE PROPOSED DEVELOPMENT, ASWELL AS ANTICIPATED DEVELOPMENT UPSTREAM FOR THE SIZING OF THE FACILITIES. ALLNECESSARY IMPROVEMENTS REQUIRED TO SERVE THE DEVELOPMENT ARE THERESPONSIBILITY OF THE DEVELOPER.

7. THE OWNER AGREES TO PARTICIPATE IN ALL REIMBURSEMENT AGREEMENTS ASSOCIATEDWITH THE PROPERTY.

8. ALL METERS SHALL BE SIZED IN ACCORDANCE WITH THE ADOPTED VERSION OFINTERNATIONAL PLUMBING CODE AND ALL ADOPTED APPENDICES IN EFFECT AT THE TIME OFAPPROVAL.

CITY OF THORNTON GENERAL UTILITY NOTES:

1. PROJECT BENCHMARK: HORIZONTAL CONTROL WAS ESTABLISHED USING COLORADONORTH ZONE STATE PLANE (NAD83). PROJECT COORDINATES ARE MODIFIED TO GROUNDUSING THE PUBLISHED VALUES OF NGS CONTROL POINT "THORNTON 2", USING A SCALEFACTOR OF 0.99972117. VERTICAL CONTROL WAS ESTABLISHED USING THE PUBLISHEDVALUES OF NGS CONTROL STATION "S 411". EL=5285.50 (NAVD88)

2. SITE BENCHMARK: A CHISELED "X" IN THE BACK OF THE SIDEWALK IN THE NORTHEASTCORNER OF THE PROPERTY (POINT NO. 103). EL=4968.18 (NAVD88)

BENCHMARKS:

DEVELOPER/APPLICANT:KUM & GO L.C.6400 WESTOWN PARKWAYWEST DES MOINES, IA 50266ATTN: RYAN HALDERPH: 515.457.6232

SHEET INDEX1 COVER SHEET C0.0

2 PRELIMINARY WATER PLAN C1.1

3 PRELIMINARY SANITARY SEWER PLAN C2.1

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6400 Westown ParkwayWest Des Moines, Iowa

50266P: 515-226-0128F: 515-223-9873

CALL 811 SEVENTY-TWO HOURS PRIOR TODIGGING, GRADING OR EXCAVATING FOR THEMARKING OF UNDERGROUND MEMBER UTILITIES.

THIS PROJECT IS REGISTEREDUNDER THE LEED GREEN BUILDINGCERTIFICATION PROGRAM.

CALL 811 SEVENTY-TWO HOURS PRIOR TODIGGING, GRADING OR EXCAVATING FOR THEMARKING OF UNDERGROUND MEMBER UTILITIES.

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LOT 1COMMERCIAL

139,862 SF / 3.211 ACRES4,992 SF BLDG

W. 88TH AVENUE(100' R.O.W.)

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LOT 3 - FUTURECOMMERCIAL / RETAIL76,943 SF / 1.766 ACRES

9,035 SF BLDG

LOT 2 - FUTURERESTAURANT W/ DRIVE THRU

61,323 SF / 1.408 ACRES3,150 SF BLDG

ZONINGCR - COMMUNITY RETAIL

ZONINGMF - MULTI FAMILY

ZONINGMH - MANUFACTURED HOME

ZONINGMF - MULTI FAMILY

ZONINGMF - MULTI FAMILY

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(PHASE I)

(PHASE II)(PHASE I)

(PHASE II)

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(PH

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50266P: 515-226-0128F: 515-223-9873

CALL 811 SEVENTY-TWO HOURS PRIOR TODIGGING, GRADING OR EXCAVATING FOR THEMARKING OF UNDERGROUND MEMBER UTILITIES.

THIS PROJECT IS REGISTEREDUNDER THE LEED GREEN BUILDINGCERTIFICATION PROGRAM.

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LOT 1COMMERCIAL

139,862 SF / 3.211 ACRES4,992 SF BLDG

W. 88TH AVENUE(100' R.O.W.)

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LOT 3 - FUTURECOMMERCIAL / RETAIL76,943 SF / 1.766 ACRES

9,035 SF BLDG

LOT 2 - FUTURERESTAURANT W/ DRIVE THRU

61,323 SF / 1.408 ACRES3,150 SF BLDG

ZONINGCR - COMMUNITY RETAIL

ZONINGMF - MULTI FAMILY

ZONINGMH - MANUFACTURED HOME

ZONINGMF - MULTI FAMILY

ZONINGMF - MULTI FAMILY

MATCHLINE, SEE OVERALL PLAN

MATCHLINE, SEE CONNECTION PLAN

(PHASE I)

(PHASE II)(PHASE I)

(PHASE II)

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(PH

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MATCHLINE, SEE CONNECTION PLAN

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CONNECTION PLAN1" = 40'

ANTICIPATED PEAK FLOW TABLE

LOT USELOT AREA

(AC)GAL per AC

per DAY

AVERAGE DAILYDEMAND

(GPD)

PEAKINGFACTOR

MAX. DAILYAVERAGE DAY

(GPD)

LOT 1 CONVENIENCE /FUEL 3.211 1,000 3,211 3 9,633

LOT 2 RESTAURANT W/DRIVE THRU 1.408 1,000 1,408 3 4,224

LOT 3 COMMERCIAL /RETAIL 1.766 1,000 1,766 3 5,298

TOTAL SITE MIXED USE 6.385 1,000 6,385 3 19,155