DEXTER WILSON ENGINEERING, INC.

DEXTER WILSON ENGINEERING, INC.

WATER ● WASTEWATER ● RECYCLED WATER

CONSULTING ENGINEERS

2234 FARADAY AVENUE ● CARLSBAD, CA ● (760) 438-4422

WATER SYSTEM ANALYSIS

FOR THE OCEAN KAMP PROJECT

IN THE

CITY OF OCEANSIDE

March 13, 2020

CAMP

PENDELTON

CITY OF

OCEANSIDE

AutoCAD SHX Text

76

AutoCAD SHX Text

76

AutoCAD SHX Text

5

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

CALIFORNIA

AutoCAD SHX Text

OCEANSIDE BLVD

AutoCAD SHX Text

MISSION AVE

AutoCAD SHX Text

FOUSSAT RD

AutoCAD SHX Text

RANCHO DEL ORO DR

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

EL CAMINO REAL

AutoCAD SHX Text

N

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

FIGURE 1

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

OCEAN KAMP

AutoCAD SHX Text

\\ARTIC\DWG\921003\REPORTS\PCO_FIGURE-1_VM.DWG 02-07-20 11:19:31 LAYOUT: LAYOUT1

muyeda

Callout

Break this out between West and East of SDG&E corridor, as well as, by residential lots.

muyeda

Callout

PROVIDE SOME EXPLANATION AS THIS ISN'T FROM WATER MASTER PLAN OR DESIGN MANUAL.

S

A

N

L

U

IS

R

E

Y

R

IV

E

R

S

A

N

L

U

I

S

R

E

Y

R

I

V

E

R

AutoCAD SHX Text

N

AutoCAD SHX Text

HIGHWAY 76

AutoCAD SHX Text

FOUSSAT

AutoCAD SHX Text

RD

AutoCAD SHX Text

MISSION AVE

AutoCAD SHX Text

PROJECT BOUNDARY

AutoCAD SHX Text

FOUSSAT RD

AutoCAD SHX Text

EX.8"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

LEGEND PROJECT BOUNDARY EXISTING PUBLIC WATER SYSTEM (320 PRESSURE ZONE)

AutoCAD SHX Text

EX.8"

AutoCAD SHX Text

HIGHWAY 76

AutoCAD SHX Text

FIRESIDE ST

AutoCAD SHX Text

HERITAGE ST

AutoCAD SHX Text

EX.30"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

BENET RD

AutoCAD SHX Text

EX.30"

AutoCAD SHX Text

EX.18"

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

TO WIRE MOUNTAIN RESERVOIR

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.30"

AutoCAD SHX Text

EX.30"

AutoCAD SHX Text

MISSION AVE

AutoCAD SHX Text

0

AutoCAD SHX Text

400

AutoCAD SHX Text

FEET

AutoCAD SHX Text

TO JOHN PAUL STEIGER RESERVOIR

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

FIGURE 2

AutoCAD SHX Text

EXISTING WATER SYSTEM

AutoCAD SHX Text

OCEAN KAMP

AutoCAD SHX Text

\\ARTIC\DWG\921003\REPORTS\PCO_WTR_FIGURE-2_EXWTR.DWG 03-13-20 11:51:03 LAYOUT: LAYOUT

muyeda

Callout

UPSIZE EX 4" THAT SERVED FORMER SWAP MEET TO MIN 8"

S

A

N

L

U

IS

R

E

Y

R

IV

E

R

S

A

N

L

U

I

S

R

E

Y

R

I

V

E

R

AutoCAD SHX Text

N

AutoCAD SHX Text

HIGHWAY 76

AutoCAD SHX Text

FOUSSAT

AutoCAD SHX Text

RD

AutoCAD SHX Text

MISSION AVE

AutoCAD SHX Text

PROJECT BOUNDARY

AutoCAD SHX Text

FOUSSAT RD

AutoCAD SHX Text

0

AutoCAD SHX Text

300

AutoCAD SHX Text

FEET

AutoCAD SHX Text

RELOCATED 30" WATER TRANSMISSION MAIN

AutoCAD SHX Text


AutoCAD SHX Text

RELOCATED 12" WATER DISTRIBUTION MAIN

AutoCAD SHX Text

EX.8"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.8"

AutoCAD SHX Text

HIGHWAY 76

AutoCAD SHX Text

FIRESIDE ST

AutoCAD SHX Text

HERITAGE ST

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.30"

AutoCAD SHX Text

EX.30"

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

LEGEND PROJECT BOUNDARY EXISTING PUBLIC WATER SYSTEM RELOCATED PUBLIC WATER SYSTEM

AutoCAD SHX Text

EX.18"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.30"

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

FIGURE 3

AutoCAD SHX Text

RELOCATION OF EXISTING WATER LINES

AutoCAD SHX Text

OCEAN KAMP

AutoCAD SHX Text

\\ARTIC\DWG\921003\REPORTS\PCO_WTR_FIGURE-3_RELOCATION.DWG 03-13-20 11:00:45 LAYOUT: LAYOUT

muyeda

Callout

PRIVATE WATER MAIN. UPDATE PER OUR LATEST MEETING

muyeda

PolyLine

muyeda

Callout

ADD EX 4" WATER MAIN TO BE UPSIZED

muyeda

Callout

ADD LOT NOS. (TYP ALL)

muyeda

Highlight

muyeda

Callout

NEW CONN WITH CUT IN TEE AND VALVES

muyeda

Callout

ADD DETAIL TO EXTEND VIW SHOWING CONNECTION OF 320 HGL TRANSMISSION MAIN CONNECTION TO EX 12" TO SOUTH AT FIRE STATION TO MAINTAIN THEIR WATER SERVICES.

muyeda

Text Box

MISSING RELOCATION OF 16" RECYCLED WATER MAIN (FORMERLY 16" FALLBROOK OUTFALL)

muyeda

Text Box

(511)

muyeda

Text Box

(320)

muyeda

Callout

in a proposed public waterline easement

S

A

N

L

U

IS

R

E

Y

R

IV

E

R

S

A

N

L

U

I

S

R

E

Y

R

I

V

E

R

AutoCAD SHX Text

N

AutoCAD SHX Text

HIGHWAY 76

AutoCAD SHX Text

FOUSSAT

AutoCAD SHX Text

RD

AutoCAD SHX Text

MISSION AVE

AutoCAD SHX Text

PROJECT BOUNDARY

AutoCAD SHX Text

FOUSSAT RD

AutoCAD SHX Text

0

AutoCAD SHX Text

300

AutoCAD SHX Text

FEET

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

10"

AutoCAD SHX Text

10"

AutoCAD SHX Text

10"

AutoCAD SHX Text

10"

AutoCAD SHX Text

10"

AutoCAD SHX Text

10"

AutoCAD SHX Text

10"

AutoCAD SHX Text

10" PRIVATE FIRE CONNECTION AND RPDA, TYP.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

8"

AutoCAD SHX Text

RELOCATED 12" WATER DISTRIBUTION MAIN

AutoCAD SHX Text

EX.8"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

8"

AutoCAD SHX Text

8" PRIVATE FIRE CONNECTION AND RPDA

AutoCAD SHX Text

EX.8"

AutoCAD SHX Text

HIGHWAY 76

AutoCAD SHX Text

FIRESIDE ST

AutoCAD SHX Text

HERITAGE ST

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.30"

AutoCAD SHX Text

LEGEND PROJECT BOUNDARY EXISTING PUBLIC WATER SYSTEM PROPOSED PUBLIC WATER SYSTEM PROPOSED PRIVATE FIRE PROTECTION SYSTEM DOMESTIC SERVICE AND BACKFLOW FIRE SERVICE AND RPDA PROPOSED PRIVATE FIRE HYDRANT

AutoCAD SHX Text

M

AutoCAD SHX Text

EX.30"

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

EX.18"

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

FIGURE 4

AutoCAD SHX Text

PROPOSED ONSITE WATER SYSTEM

AutoCAD SHX Text

OCEAN KAMP

AutoCAD SHX Text

\\ARTIC\DWG\921003\REPORTS\PCO_WTR_FIGURE-4_PROWTR.DWG 03-13-20 10:47:04 LAYOUT: LAYOUT

muyeda

Callout

UPDATE TO PRIVATE

muyeda

Callout

THERE SHOULD BE MORE THAN ONE METER FOR COMMERCIAL BLDGS, IF IT IS A RESTAURANT IT MUST HAVE A SEPARATE METER FROM RETAIL WHICH HAS DIFFERENT BILLING RATE

muyeda

PolyLine

muyeda

Highlight

muyeda

PolyLine

muyeda

Line

muyeda

Line

muyeda

Callout

MOVE METER & SERV CONN

muyeda

Callout

EXTEND SERVIE CONN TO PUBLIC MAIN BY SDGE CORRIDOR

muyeda

Callout

Double check detector assembies are for fire services. RPP backflows for domestic services. Shouldn't impact results much.

muyeda

Highlight

muyeda

Callout

Residual

muyeda

Callout

can you add column for size of looped main. If less than 12" dia ,max vel 15 fps?

muyeda

Callout

PORTION OF PUBLIC WATER MAIN WILL RUN IN SDG&E CORRIDOR

muyeda

Callout

DOUBLE CHECK DETECTOR ASSEMBLY FOR FIRE SERVICES AND REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER ON DOMESTIC SERVICES

City of Oceanside - Water, Sewer, and Recycled Water Design & Construction Manual

2-1 Approved 08/01/17

SECTION 2 – POTABLE WATER SYSTEMS DESIGN GUIDELINES

2.1 GENERAL

A. All water works construction shall conform to the most recent edition of the City of

Oceanside’s Water, Sewer, and Recycled Water Design & Construction Manual.

B. If a conflict arises between the requirements in this manual, the order of precedence shall take place:

a. Sections 1-4, Required Notes, & Appendix

b. Standard Drawings

c. Standard Specifications

C. If the standard that is sought does not appear in this manual, then the following standards shall be utilized in the order listed:

1. State Water Resources Control Board – Division of Drinking Water

2. American Water Works Association (AWWA) Standards

3. San Diego County Regional Standard Drawings

4. Standard Specifications for Public Works Construction (SSPWC or

“Greenbook”), latest Edition.

Exceptions to this and all other guidelines appearing in this manual may be allowed only upon the written approval of the Water Utilities Director.

B. All fire hydrants, blow offs, detector checks, air/vacuum assemblies, water sampling

stations, reduced pressure principle backflow (R.P.) devices, and meter services will be located out of driveways, sidewalks, walkways, and/or any concrete structures. All references to Section 3.15 of the Engineer’s Design and Processing Manual must also be adhered to.

C. PVC per AWWA C-900 and C-905. D. Transmission line construction materials shall be as determined by the Water Utilities

Director. For steel and ductile iron pipe, lay drawings must be submitted and approved before ordering materials.

E. Pressure systems in excess of 200 psi may require specialized design and materials.

F. The construction of all water systems for fire protection, from the main line to the

double check valve shall be governed by this section. The City of Oceanside Fire Department shall review and approve the underground fire systems from the double check valve to the building.

G. Telemetry and Control equipment is required for:

1. Water Pump Stations


2-2 Approved 08/01/17

2. Pressure Regulating Stations

3. Pressure Relief Stations

4. Reservoirs

5. Wells

H. Demands:

1. Average daily water demands shall be: LAND USE CATEGORY GALLONS PER

DAY/PER ACRE Single Family Res. (1-2 DU/ac) 1,200 Single Family Res. (2-4 DU/ac) 2,100 Single Family Res. (4-8 DU/ac) 2,400 Single Family Res. (8-12 DU/ac) 2,500 Single Family Res. (12-15 DU/ac) 2,800 Single Family Res. (15-20 DU/ac) 3,200 Single Family Res. (20-30 DU/ac) 4,100

Agricultural Acres 1,750 Industrial Acres 2,000 Open Space Acres 1,300 Commercial Acres 1,850 Institutional Acres 1,675

DU – Dwelling Unit

2. Peak Factors:

a. Average Daily Demand ADD = 1.00 b. Maximum Daily Demand MDD = 2.0*ADD c. Peak Hourly Demand PHD = 3.0*ADD

2.2 FIRE FLOWS

The City of Oceanside currently utilizes the latest edition California Fire Code (CFC) requirements for determining fire flow requirements for buildings. The latest edition CFC incorporates many factors in determining fire flows, such as building construction type, building square footage, and fire protection systems. Several factors are combined to determine the minimum required fire flow requirements. Although General Guidelines contained in Table 2.1 represent typical fire flows for various land use categories, minimum fire flow calculations are governed by the latest edition CFC, Section 507, for each specific building type and construction.

The typical fire flow for the different land use categories are shown in the following Table. All fire flows are measured with a 20-PSI Residual Pressure.


2-3 Approved 08/01/17

TABLE 2.1: General Fire Flow Guidelines

Land Use Classifications

Design Fire Flow (GPM)

Duration (HOURS)

Residual Pressure

(PSI)Residential - Single Family 1500 2 20 Residential - Multi-Family 3000 2 20 Commercial 4000 4 20 Industrial 4000 4 20 Governmental - Institutional 4000 4 20

All new developments that are required to have a fire suppression system shall have the system approved by the Fire Marshall. Sprinkler calculations shall be provided to the Fire Department for review and to verify the fire service connection and backflow assembly is properly sized.

2.3 PRESSURES

A. Minimum residual pressure shall be 20 PSI at design fire flow plus maximum day

domestic demand.

B. Minimum residual pressure shall be 35 PSI at peak hour domestic demand.

C. Minimum residual pressure shall be 45 PSI at peak day.

D. When static pressures exceed 80 PSI at property line, pressure-reducing valves will be required at the building. The pressure regulator shall be Class 150 or greater.

E. All new single-family residential water service in each pressure zone shall be

provided with a minimum static pressure of 50 PSI at the water meter.

2.4 MAINS

A. Minimum diameter shall be 8 inches. B. All mains not meeting the minimum main diameter and material requirements shall

be replaced to meet current design standards. This is applicable for all new commercial, industrial, institutional, and residential developments of four (4) units or more. Where the full replacement length along the frontage property is deemed in excess of the overall project cost, the developer may pay an in-lieu fee upon the approval of the Water Utilities Director.

C. All lines are to be looped.

D. Minimum depth of cover required:

1. 36 inches for 12-inch mains and smaller.

2. Mains over 12 inches require special design. E. Design shall be based on maximum day requirements plus fire flow. Maximum

velocity shall be 7.5 FPS not including fire flow.


2-4 Approved 08/01/17

F. For fire flow conditions, velocities shall not exceed 15 FPS for less than 12-inch

existing mains, and velocities shall not exceed 10 FPS for 12-inch existing mains and above. For new mains, velocities shall not exceed 10 FPS with the fire flow demand flowing through one hydrant.

G. Thrust blocks shall be installed in accordance with Standard Drawing W-27. When

water pressures exceed 200 PSI and/or soil-bearing pressures are less than 2000 PSF a special design shall be required by a Registered Civil/Structural Engineer.

H. All mains shall be shown in profile on the improvement plans. I. All water mains not located within the Public right-of-way shall be provided with a

minimum 20-foot wide water easement. In some cases, a wider easement may be required, as determined by the Water Utilities Director.

J. Where water and sewer mains are located within the same easement, the minimum

easement size shall be 30 feet wide.

K. Easements shall be easily accessible to City maintenance equipment. Access shall be unobstructed with all-weather driveways and capable of withstanding a 40 ton load.

L. No trees, plantings, fences, structures, or building overhang shall be located within

City easements. M. Homeowners who purchase property containing a City easement will be responsible

for the maintenance of that easement property.

N. No building foundations will be allowed within 10 feet of the outside edge of a City easement.

O. The shortest pipe length shall be no less than 6 linear feet.

2.5 VALVES

A. Maximum valve spacing:

1. 500 feet in residential areas and high-point areas.

2. 1,000 feet on arteries and secondary feeders, supply lines and combination arteries and supply lines.

B. Valve locations: as required by the Water Utilities Director. C. Butterfly Valves shall conform to the “Standard for Rubber Seated Butterfly Valves”,

per AWWA C-504, as last revised and shall be tested and certified with the valve actuator installed on the valve.

D. Gate Valves sizes 3 inches through 12 inches shall conform to the “Standard for

Resilient Wedge Gate Valves for Water and Sewerage Systems”, per AWWA C-509, and C-550 for Interior Epoxy coating, and C-110 for Ductile Iron 250 PSI, latest revision. Gate valves shall be as described in Section 2.12.

��

�� !�"#"�$�"�% �"%�&'�'�� ($�)��%"� �$%��(!��"��$�!�$��*"($�!�$%��$�!��+"�!��#��!#!�!%�!��%,)'��!�" !�(!$� ��!(!%� -��,!$ !��%�$��'��! !�+! ��.!��"/.��.$%/!��(��"#)��! "/%-��% ��"�%-� �!�"#"�$�"�% -��($�!�"$, �0"�.��"��%��"�!�$%��0"�.��"%��"%/�$%)��1,"/$�"�%��($2!� ��.��.$%/! �$%��(��"#"�$�"�% ��%�� !+"�� ,)�� 1 !�3�!%�,)� �,�'4�1�5$(!��6666666666666666666666666666666666666666666� ��%��$��666666666666666666666666666666666666666666664�1�7��$�"�%��66666666666666666666666666666666666666666� 8��+$,��666666666666666666666666666666666666666666666�%/"%!!��66666666666666666666666666666666666666666666� ��%��$��9 �:'�'�5�'��66666666666666666666666666666666668��+$,��66666666666666666666666666666666666666666666� ;!��! !%�$�"+!��6666666666666666666666666666666666666666

<=>?=@�ABCDEFGHIJGH�KLGMMILG��NGOGJOPL�QMMGRSTUGMVWXYZ�[\][�_�\ �abcdd�_�[cdde�fgh�ijklm�nhophq�rstuv�whxyzhx�{ohqqyoh�vh|hz|}o�~qqh��phq�xhqp��hx��}o�yqh�p��yqhx��pz�|p}�q��p|g�~y|}��|pz��poh�q�op��ho�q�q|h�q�z}�|�p�p��|}�pz�qy�q|��zhq��Y��Y�� ¡¡� ��¢£¡� � ��¡�� ¤¥¡¢� ��¦��¦��¦ ¢¦£�� ¢ ��£��§��§��¦�¡¢£��£§�¡¦£��©�¡©��¡¢��ª�� §��¢¡��¢�¦£�¥¦§«��¦�� ¬��¢¦�� £��¦��¦ ¢¦£�� ¢ ��£��x��p�g|ho��hp�g|��k��qq��p�h�g�q��|ho��h|ho�p��qhophq��p|g��¬¬�¦©�§��§��§�¬�� ¤¥¡«ª��®¦ �°��§�®¦ ��±¬¬�¦©�§�¥«��²¦�£§��¢¦£��¦��¦ ³�¦£££��¢¦£��¦£��¦¡��£§��°«§��¡¢�� µ£¢©�� ¢�«�¦��¶¦��£��¡¢�¦�£¢�ª��·£§��¢¡�¢ �²¡�£�§�¹Y��Wº»¼£��£¦£�¡¦ ��¦£§¢�¢¦£��©�¡©� �¦£��¥«³¬� ��£§�¤�¢£¡¢£��£¢� ��¡¦ �§�¢��¬�� ¥��£�� ¡¡�§��½¦£��¥�¢£�¤�¢£|�p�hx��|��h�q|�¾�qp�¿À¾��{�Á��}�ho�|g��|gh�p��h|��ohqqyoh��x�|gh�oh�ph��©�¡©��¢ �¤�¢£��¢£�§��¡¦ �§ª�¼��§¢��£�¢�¡�¥��£��½¦£��£§��¬ ��¤�¬�� §�¦¬ ��¦�Â¬ ¢�ÃÄÅ�Æ�Ç��§¢��£�¢�¡��¡¢��©�¡©��¢¡¡�¦¬�£��¤�¢£��¢£¢£�¬�¦¬��½¦£��§¢��£�¢�¡ª��¥«³¬� ��§��§�¬�� ¥��¡¦ �¬��©�£��¢¡¡�¦¬��¢§�£�¢��¡¡«��¦��¤�¢£¡¢£�� ¤¥¡«ªfgh��qq�}�h�q�|}�xh|hz|�p�p|p��}��x�|gh��p��p�h�}�h�q��}o��}|gho��}�q�ÈºÉYÊ��®� �Ë�� ®��£§�¥«³¬� ��Ì��²ÌÍËÆÌÎ¹¹�ºÏ�Ê��±¬¬�¦©�§�¥«��²¦�£§��¢¦£��¦��¦ ³�¦££��¢¦£��¦£��¦¡��£§��°«§��¡¢�� µ£¢©�� ¢�«�¦��¶¦��£��¡¢�¦�£¢�ªÐÐ��Ñ�¡©� �¤� ��¥�� ¬¬¡¢�§�¢�� ¢¡¢�£�� §� ��¦��©�¡©� ��¦��µ¶��£§�²Ì��¬¬�¦©�¡ ��¦�¥��¢£��ª�µ®��£§�²Ì�®¢ �¢£ �¦£¡«��¬¬¡¢��¥¡��¢��¬¬�¦©�§�Ò¶ÓÔ�� ª

V¹YÕWÖWÕ��Wº»�whxyzhx��ohqqyoh�xh|hz|}o��qqh��qg��z}�qpq|�}��p��p�h�ohxyzhx��ohqqyoh�z}��p�yohx��z��}��qqh��p��o��h��p|g��ohxyzhx��ohqqyoh��qq��qqh��²¡¦ ��©� � ��¡¡�¥��§¦��¤�£��§�¥«�¢£§�¬�£§�£��¡�¥¦��¦�«�� ¢£ª�Ì�¢£¡¢£��©�¡©��¥¦§¢� ��£§��¦©�� ¡¡�¥��¤�£��§�¦��§��¢¡��¢�¦£�±¶�Ì�±³×ØÙ��Ë��§��Ù×³Å×³ÄÂ��£§� ��¡¡�¥��¡�£�§��±Ú¶¼�Û�ÄÙªÄ��¡� �ÄÂ×��p�|ho��x�h�|ho��yqp}��h�}��z}�|p��¥«³¬� � ��¡¡��¦£ ¢ ��¬�¢¤��¢¡«�¦��¥�¦£½��¤��¢£� ��¢� �¢��¥�¦£½��§��§�¬�� ¥��¡¦ �¬��©�£��ª±¡¡�¡¦ ��¡¦ �§�¤�£§ ��¬��¦��¤¢£¢¤�¤�¦��Ø�¬¤�ÃÜªÄÝÞ�®Í Ç��¦�¬� �¦£¡«��¦��¥«³¬� �¤��£§�¤��³ ¢½��§��§�¬�� ¤¥¡«��£§�¥��¡«��¦�§�§ª�±¡¡��¡¦ ��¥¦©��¦��Ø�¬¤�¢¡¡�¬� ��¦��¥¦��¡¢£�³ ¢½��§��§�¬�� ¤¥¡«��£§�¥«³¬� �¢��¦��zzyo�|h�oh�pq|o�|p}��}o�x��h�|}�|gh��h|ho�¶��¦��©�¡©� ��£§�� ¦�� ¡¡�¥�� ¢¡¢�£�� §�¢��¡¡��¡¦ ��z|hopq|pzq��x��oh�|}��h�z}�qpxhohx�p�|h�o��|}�|gh��qqh��fgh��p��p�h� ��³¦�� ¡ ¦��¦�¥��Ò¶ÓÔ��µ®Í²Ì��¦��¢��¡¢£�� ©¢��ªwhxyzhx��ohqqyoh�xh|hz|}o��qqh��phq�qg��h�o�|hx�ßà¾�qp�láá{�¿Àsâi��¦�ÄÅÜã²Ç��¦�«�� ¤¥¡�§��£§�� §��¦�� ¬�¦¬��¤�¢£¡¢£�Í¥«³¬� �¥�¡�£��£§��¦ �¦©��¬��¦�¤�£��ª��§��§�¬�� §��¦�� ¤¥¡¢� � ��¡¡�¥��²·Û�Ò�¶��¢� �ÝÂÙÔ��¦��¬�¢¦��¬¬�¦©�§��ä��¡ª� fgh��xo�p��pq��}|�xhqp��hx�|}�z�|zg�|gh��p�y��§¢ ��¬¦ ¢¥¡��¦¤��¡¢��©�¡©�ª��¢£ ��¡¡��¢¦£�¦��²·Û�Ò��¢��¬�¢��§��¢£�¡¢£��¤¢£��¢£��¥¦©��¡¦¦��§��¢£�¢¡¡��£§¡��£«�£¦�¤�¡�§¢ ��¦��£�¢ �£�� ¬¢��¢£��¦��¡¢��©�¡©�ª�°¦ �©��¡¦¦��§��¢£� ¢½��¤�«�£��§��¦�¥��§� ¢£�§��¦�¬��©�£��§�¤�� §�¥«�� ¦¬�¢��¢¡��¦£§¢�¢¦£ª��¦�£¦��§�� ¢½��¦��§��¢£�¡¢£��¦¤��po��p||p��å�Y��Y�æ�çYd¹Y��YÌ�è¢¤�¤�é¦��¢£�Æ�� ê� Äë×¬ ¢�ÃÄÂªÄ�¥��Ç°«§�¦ ��¢�� Æ�� ê� Ø×Ü¬ ¢�ÃÂÅªÄ�¥��Ç��¤¬��£�ê�� ØÂì²��¦�ÄÅÜì²�ÃÜì��¦�ÙÜì�ÇÈ��Y�W�Ê�Ì�¢£�Ñ�¡©��Û¦§«ê� � ��¢¡��¢�¦£��§��Ù×³Å×³ÄÂ��¬¦è«��¦��§�� p�|ho��ßísí��p�q¼£��£�¡��± �¤¥¡«ê� ¶��¢£¡� �¶��¡��¢¤ê� � � Û�¦£½�Û«³Æ� �Ñ�¡©��Û¦§«ê�� Û�¦£½�Û«³Æ� �Ì��ê� � �¦��¡¢½¢£��Ä��¦�ÂÜ�¬¤�� ¢½��×ÍÝî�è�ØÍÅîÌ�¢£�Ñ�¡©��¶��¦�� ê�� Ò¶ÓÔ��µ®Í²Ì·¡� �¦¤�� ê� � Ú¢��¢¡��£§�Ú¢��¢¡�Í��¥�¢��¢£�¦��§�¤¦��§¢£��¡¦ �¤�� ©�¢¡�¥¡�ª

ïðñòó

ôõö÷ ø øù��

¼��¢ �¢¡¡��¡��¦�� ¢ �¬�¦§��¢£��£«�¬¡�¤¥¢£� « ��¤�¬�¦©¢§¢£��¦��¤�£��¦£ �¤¬�¢¦£�� §�¢£�¢£�¦��§¢ � � �¢£��¢£��µ£¢��§�¶�� ª�Û��¦��¢£ ��¡¡¢£� ��£§��§�¤��¢�¡�¬�¦§��¦£ �¡��«¦��¡¦��¡��¦�¢�«��¥�¢¡§¢£��£§�¬¡�¤¥¢£��¦§� ª��

�� !� �� "#$ %% "#$ %% "#$ %% "#$ %% "#$ %% "#$ %% &'($ )*($ &'($ )*($+,-+ ./ 01,-2 32. ++,-4 /.+ 1,-+ ,3, ,.0-4 2,. ,5,-2 +.5 +20 /026. ,02 +32640 45 2,0-2 ,5., +//-4 ./, 4,-+ +,. ++,-2 /./ ,5,-+ +.1 +34 .//6. ,/2 004642 ,55 /51-,. ,+4, 0+0-4 4++ ,, +13 +0,-2 /3, ,, +13 2.3 ,50,64 ,32 2+.64. ,/5 /30-2 ,/,4 04/-4 34, ,2 0/. 05,-2 1./ ,+ 05/ 1/+ ,./262031 410624 +55 .30-,. ,1/1 2.,-4 ,,1+ ,4 2/1 010-2 3/3 ,0 005 ,+51+.//62/01,,4,62,5 +/5 42,-2 +,25 /4,-4 ,21. ++ //3 24 ,+,3 ,2 0/. ,.,10//162 3/1+,5/62�789:;<8=;<�<>=?;�@A:�;=98;@BC�@BB=?@;D:�9E<F�G:�9@H:�I=A�;=A9@B�9@;EI@DFEA8;J�F=B:A@;D:<6

KLM��NN��OLPQR�SRTUVRT�WXRYYUXR�ZR[RV[\X�]YYR _a�YQ\UT�_R�bcY[dRT�Q\Xbe\c[da�fb[Q�d�YUggRY[RT�bcbU �VRdXdcVR�\h�ijk�lmnn ^o�_R[fRRc�[QR�dYYR _a�dcT�[QR�h\\X�\X�gXdTRp�PQRa�UY[�_R�bcY[dRT�fQRXR�TbYVQdXgR�hX\ �[QR�XRbRh�qdqR�fb�c\[�_R�\_rRV[b\cd_R�dcT�Vdc�_R�s\Yb[bqRa�TXdbcRT�dfdap�PQRa�YQ\UT�_R�bcY[dRT�tuvwv�vxyz{|�x}}vyyz~{v��w��vy�z��x��xz��v�x�}v�x��y��~v��w��v}�v��hX\ �hXRRebcgp�PQRX d�fd[RX�R�sdcYb\c�dcT�\X�fd[RX�Qd ^RX�T\fcY[XRd �\h�[QR�_dV�h\f�sXRqRc[RX�Vdc�VdUYR�R�VRYYbqR�sXRYYUXRp��VRYYbqR�sXRYYUXR�Yb[Ud[b\cY�YQ\UT�_R�Rbbcd[RT�[\�dq\bT�s\YYb_R�Td dgR�[\�[QR�YaY[R �dcT�dYYR _ap��LM�OLM��M�� ¡¡¢£¤¥£¦� §©©�ª¦� «¬©©�¦� ¤¬¬©©��®°��±²³�µ¶� ·�� µ� ¹��º»� ´��µ¼� ¹�� ·� ·¼� µº� ¼½� º ��¾¿�� ¼¹¹� » � µ¶� ½·� ··¶�!¾¿��À�Á��

�®°��±²³�¶·� ·¹��µ¶� ·�� µ� ¹��º»� ´�� ´ � · � µ � ¼ � ¹ ��¾¿�� µ½� ¶º� ´µ¹� ¹·� » �!¾¿��À�Á��

�®°��±²³�µ¶� ·�� µ� ¹��º»� ´��µ¼� ¹�� ¹� ´ � ¹� · � ·¹��¾¿�� »� µ¶»� ¹¶� ¶º� »¹�!¾¿��À�Á��§¦� ¤¬©©��®°��±²³�µ¶� ·�� µ� ¹��º»� ´��µ¼� ¹�� µ � º � » � · � ¹ ��¾¿�� ´µ¹� ··¶� µ¼¹� ¼¹¼� ¹º½�!¾¿��À�Á�� «¦� £¬¬©©��®°��±²³�µ¶� ·�� µ� ¹��º»� ´��µ¼� ¹�� º � · � ½ � ·¼ � µ¸��¾¿�� ··¶� ¼¹¼� º½ � »½� ´¼ �!¾¿��À�Á�� ¤¬¦� £¬©©��®°��±²³�¶·� ·¹��µ¶� ·�� µ� ¹��º»� ´�� ´¸� ·¸� µ¸� ¼¸� ¹¸��¾¿�� µ½ � ¶º � ´¼ � ¹¼� »¸�!¾¿��À�Á��

ÂÃÄÅÆÄ³ÇÅ��ÈÆÉÃ²ÊÂÅ�Ê±±ÃÂÄË�ª¦� «¬©©��Ì�É°ÂÍÅÂÎ�ÏÐ��Á�«£§Ñ�ª¬¦��°Ò� Ó¬©©��¤£¦��³È� ª¬¬©©��ÊÍÍÅ²ÄÅÔ

�³ÔÅ�Õ³ÅÖÎ³ÂÅ��×ÔÂ°ÈÄ� À ÏÐ �

ØÙÚÛÚÜÝÞßà��áâãÝ� � ä�Ýåáâ�ÛØæçèéêëì��íîïð�ñòóóô�õöõ÷ø��ð�ñòóóô�õòò÷��ø�� ï��î�� ì��íîïð�ñ�ó�ô��÷�ó�ó��ð�ñ�ó�ô��÷õóöò�� ï��î��ë��ì��ñ��ô�òø÷øóóø÷òöóó��ð�ñ��ô�òø÷òóóó÷õó�ø�� ï��î�� !"##$�!"#%&�'%()*+,+-.%$�/+01"*2

Ocean Kamp Project March 12, 2020

City of Oceanside Dexter Wilson Eng., Inc.

Computer Hydraulic Model Job 921-003

Page 1 of 30

Appendix C

* * * * * * * * * * * * K Y P I P E * * * * * * * * * * * *

* *

* Pipe Network Modeling Software *

* *

* CopyRighted by KYPIPE LLC (www.kypipe.com) *

* Version: 9.023 06/04/2018 *

* Company: Dexter Serial #: 592169 *

* Interface: Classic *

* Licensed for Pipe2018 *

* *

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Date & Time: Thu Mar 12 16:31:57 2020

Master File : \\ARTIC\Eng\921003\KYPipe\2020-03-05\921003a1.KYP\921003a1.P2K

************************************************

S U M M A R Y O F O R I G I N A L D A T A

************************************************

U N I T S S P E C I F I E D

FLOWRATE ............ = gallons/minute

HEAD (HGL) .......... = feet

PRESSURE ............ = psig

P I P E L I N E D A T A

STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE

P I P E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR

N A M E #1 #2 (ft) (in) COEFF. LOSS COEFF.

-------------------------------------------------------------------------------

2 R1 1 4800.00 30.00 120.0000 1.75

4 1 3 820.00 18.00 120.0000 0.30

6 3 5 195.00 12.00 120.0000 0.30

8 5 7 385.00 12.00 120.0000 0.65

10 7 9 200.00 12.00 120.0000 3.47

12 9 11 200.00 12.00 120.0000 2.72

14 11 13 335.00 12.00 120.0000 5.32

16 13 15 135.00 12.00 120.0000 2.72

18 15 17 465.00 12.00 120.0000 3.47

20 17 19 330.00 12.00 120.0000 2.72

22 19 21 330.00 12.00 120.0000 1.10

24 23 7 152.00 12.00 120.0000 0.00

26 25 23 10.00 12.00 120.0000 0.30

28 27 25 248.00 12.00 120.0000 0.30

30 21 27 129.00 12.00 120.0000 0.65

32 25 I-BP1 20.00 10.00 120.0000 4.09

34 O-BP1 29 545.00 10.00 120.0000 3.12

36 29 31 75.00 8.00 120.0000 0.00

38 29 33 255.00 10.00 120.0000 1.05

40 33 35 145.00 8.00 120.0000 2.42

42 33 37 585.00 10.00 120.0000 3.07

44 37 39 56.00 8.00 120.0000 2.42

46 37 41 510.00 10.00 120.0000 3.42

48 41 43 300.00 10.00 120.0000 3.82

50 43 45 167.00 10.00 120.0000 2.72

52 45 47 583.00 10.00 120.0000 3.82




Page 2 of 30

Appendix C

54 47 O-BP2 100.00 10.00 120.0000 3.17

56 I-BP2 49 20.00 10.00 120.0000 0.00

58 49 51 500.00 12.00 120.0000 0.30

60 51 53 342.00 12.00 120.0000 3.07

62 55 53 342.00 12.00 120.0000 3.07

64 55 57 350.00 12.00 120.0000 0.30

66 57 59 165.00 8.00 120.0000 3.17

68 57 61 160.00 12.00 120.0000 0.65

70 61 21 155.00 12.00 120.0000 0.30

72 49 63 540.00 12.00 120.0000 1.05

74 63 65 1780.00 12.00 120.0000 0.60

76 65 67 200.00 12.00 120.0000 3.17

78 67 69 293.00 12.00 120.0000 2.72

80 69 71 585.00 12.00 120.0000 3.07

82 71 73 780.00 12.00 120.0000 4.97

84 73 75 527.00 8.00 120.0000 3.07

86 75 77 527.00 8.00 120.0000 2.72

88 77 79 527.00 8.00 120.0000 2.72

90 65 79 520.00 12.00 120.0000 0.30

92 79 81 2600.00 12.00 120.0000 2.50

94 81 R2 3800.00 24.00 120.0000 0.30

P U M P/L O S S E L E M E N T D A T A

THERE IS A DEVICE AT NODE BP1 DESCRIBED BY THE FOLLOWING DATA: (ID= 2)

HEAD FLOWRATE EFFICIENCY

(ft) (gpm) (%)

-12.69 0.00 75.00 (Default)

-15.00 3000.00 75.00 (Default)

-32.31 4500.00 75.00 (Default)

THERE IS A DEVICE AT NODE BP2 ...............................> (ID= 2)

N O D E D A T A

NODE NODE EXTERNAL JUNCTION EXTERNAL

NAME TITLE DEMAND ELEVATION GRADE

(gpm) (ft) (ft)

--------------------------------------------------------------

1 0.00 43.00

3 0.00 45.00

5 0.00 43.50

7 0.00 44.00

9 19.50 45.00

11 0.00 45.00

13 19.50 45.00

15 0.00 45.00

17 19.50 45.00

19 0.00 45.00

21 0.00 46.00

23 0.00 46.00

25 6.60 46.00

27 25.00 49.00

29 0.00 43.50

31 0.00 43.50

33 0.00 43.50

35 0.00 43.50

37 0.00 41.50




Page 3 of 30

Appendix C

39 0.00 41.50

41 0.00 40.00

43 0.00 40.00

45 0.00 40.00

47 0.00 41.00

49 6.60 41.00

51 0.00 47.00

53 10.00 48.00

55 0.00 48.00

57 0.00 48.00

59 0.00 48.00

61 0.00 47.00

63 0.00 38.00

65 0.00 42.00

67 13.00 46.00

69 13.00 50.00

71 13.00 44.00

73 0.00 40.00

75 3.25 33.00

77 3.25 37.00

79 0.00 43.00

81 0.00 56.00

I-BP1 0.00 46.00

I-BP2 0.00 41.00

R1 ---- 290.00 305.00

R2 ---- 290.00 305.00

O-BP1 0.00 46.00

O-BP2 0.00 41.00

O U T P U T O P T I O N D A T A

OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT

MAXIMUM AND MINIMUM PRESSURES = 5

MAXIMUM AND MINIMUM VELOCITIES = 5

MAXIMUM AND MINIMUM HEAD LOSS/1000 = 5

S Y S T E M C O N F I G U R A T I O N

NUMBER OF PIPES ...................(P) = 47

NUMBER OF END NODES ...............(J) = 43

NUMBER OF PRIMARY LOOPS ...........(L) = 3

NUMBER OF SUPPLY NODES ............(F) = 2

NUMBER OF SUPPLY ZONES ............(Z) = 1

================================================================================




Page 4 of 30

Appendix C

CASE 1: AVERAGE DAY DEMANDS

RESULTS OBTAINED AFTER 20 TRIALS: ACCURACY = 0.11793E-06

P I P E L I N E R E S U L T S


P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/

N A M E #1 #2 LOSS LOSS VELO. 1000 1000

gpm ft ft ft/s ft/f ft/f

-----------------------------------------------------------------------------------------

2 R1 1 100.51 0.00 0.00 0.05 0.00 0.00

4 1 3 100.51 0.00 0.00 0.13 0.01 0.01

6 3 5 100.51 0.01 0.00 0.29 0.04 0.04

8 5 7 100.51 0.02 0.00 0.29 0.04 0.04

10 7 9 46.52 0.00 0.00 0.13 0.01 0.01

12 9 11 27.02 0.00 0.00 0.08 0.00 0.00

14 11 13 27.02 0.00 0.00 0.08 0.01 0.00

16 13 15 7.52 0.00 0.00 0.02 0.00 0.00

18 15 17 7.52 0.00 0.00 0.02 0.00 0.00

20 17 19 -11.98 0.00 0.00 0.03 0.00 0.00

22 19 21 -11.98 0.00 0.00 0.03 0.00 0.00

24 23 7 -53.99 0.00 0.00 0.15 0.01 0.01

26 25 23 -53.99 0.00 0.00 0.15 0.02 0.01

28 27 25 -47.39 0.00 0.00 0.13 0.01 0.01

30 21 27 -22.39 0.00 0.00 0.06 0.00 0.00

32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00

34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00

36 29 31 0.00 0.00 0.00 0.00 0.00 0.00

38 29 33 0.00 0.00 0.00 0.00 0.00 0.00

40 33 35 0.00 0.00 0.00 0.00 0.00 0.00

42 33 37 0.00 0.00 0.00 0.00 0.00 0.00

44 37 39 0.00 0.00 0.00 0.00 0.00 0.00

46 37 41 0.00 0.00 0.00 0.00 0.00 0.00

48 41 43 0.00 0.00 0.00 0.00 0.00 0.00

50 43 45 0.00 0.00 0.00 0.00 0.00 0.00

52 45 47 0.00 0.00 0.00 0.00 0.00 0.00

54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00

56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00

58 49 51 -0.41 0.00 0.00 0.00 0.00 0.00

60 51 53 -0.41 0.00 0.00 0.00 0.00 0.00

62 55 53 10.41 0.00 0.00 0.03 0.00 0.00

64 55 57 -10.41 0.00 0.00 0.03 0.00 0.00

66 57 59 0.00 0.00 0.00 0.00 0.00 0.00

68 57 61 -10.41 0.00 0.00 0.03 0.00 0.00

70 61 21 -10.41 0.00 0.00 0.03 0.00 0.00

72 49 63 -6.19 0.00 0.00 0.02 0.00 0.00

74 63 65 -6.19 0.00 0.00 0.02 0.00 0.00

76 65 67 33.30 0.00 0.00 0.09 0.01 0.01

78 67 69 20.30 0.00 0.00 0.06 0.00 0.00

80 69 71 7.30 0.00 0.00 0.02 0.00 0.00

82 71 73 -5.70 0.00 0.00 0.02 0.00 0.00

84 73 75 -5.70 0.00 0.00 0.04 0.00 0.00

86 75 77 -8.95 0.00 0.00 0.06 0.00 0.00

88 77 79 -12.20 0.00 0.00 0.08 0.01 0.01

90 65 79 -39.49 0.00 0.00 0.11 0.01 0.01

92 79 81 -51.69 0.03 0.00 0.15 0.01 0.01

94 81 R2 -51.69 0.00 0.00 0.04 0.00 0.00




Page 5 of 30

Appendix C

P U M P/L O S S E L E M E N T R E S U L T S

INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL NPSH

NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST Avail.

gpm ft ft ft % Hp $ $ ft

----------------------------------------------------------------------------------------

BP1 0.00 258.97 246.27 -12.7 75.00 0. 0.0 0.0 292.2

BP2 0.00 263.96 251.27 0.0 75.00 0. 0.0 0.0 297.2

N O D E R E S U L T S

NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE

NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE

gpm ft ft ft psi

------------------------------------------------------------------------------

1 0.00 305.00 43.00 262.00 113.53

3 0.00 304.99 45.00 259.99 112.66

5 0.00 304.98 43.50 261.48 113.31

7 0.00 304.97 44.00 260.97 113.09

9 19.50 304.96 45.00 259.96 112.65

11 0.00 304.96 45.00 259.96 112.65

13 19.50 304.96 45.00 259.96 112.65

15 0.00 304.96 45.00 259.96 112.65

17 19.50 304.96 45.00 259.96 112.65

19 0.00 304.96 45.00 259.96 112.65

21 0.00 304.96 46.00 258.96 112.22

23 0.00 304.97 46.00 258.97 112.22

25 6.60 304.97 46.00 258.97 112.22

27 25.00 304.96 49.00 255.96 110.92

29 0.00 292.27 43.50 248.77 107.80

31 0.00 292.27 43.50 248.77 107.80

33 0.00 292.27 43.50 248.77 107.80

35 0.00 292.27 43.50 248.77 107.80

37 0.00 292.27 41.50 250.77 108.67

39 0.00 292.27 41.50 250.77 108.67

41 0.00 292.27 40.00 252.27 109.32

43 0.00 292.27 40.00 252.27 109.32

45 0.00 292.27 40.00 252.27 109.32

47 0.00 292.27 41.00 251.27 108.88

49 6.60 304.96 41.00 263.96 114.38

51 0.00 304.96 47.00 257.96 111.78

53 10.00 304.96 48.00 256.96 111.35

55 0.00 304.96 48.00 256.96 111.35

57 0.00 304.96 48.00 256.96 111.35

59 0.00 304.96 48.00 256.96 111.35

61 0.00 304.96 47.00 257.96 111.78

63 0.00 304.96 38.00 266.96 115.68

65 0.00 304.96 42.00 262.96 113.95

67 13.00 304.96 46.00 258.96 112.22

69 13.00 304.96 50.00 254.96 110.48

71 13.00 304.96 44.00 260.96 113.08

73 0.00 304.96 40.00 264.96 114.82

75 3.25 304.96 33.00 271.96 117.85

77 3.25 304.96 37.00 267.96 116.12

79 0.00 304.97 43.00 261.97 113.52

81 0.00 305.00 56.00 249.00 107.90

I-BP1 0.00 304.97 46.00 258.97 112.22

I-BP2 0.00 304.96 41.00 263.96 114.38

R1 ---- 305.00 290.00 15.00 6.50

R2 ---- 305.00 290.00 15.00 6.50

O-BP1 0.00 292.27 46.00 246.27 106.72

O-BP2 0.00 292.27 41.00 251.27 108.88




Page 6 of 30

Appendix C

M A X I M U M A N D M I N I M U M V A L U E S

P R E S S U R E S

JUNCTION MAXIMUM JUNCTION MINIMUM

NUMBER PRESSURES NUMBER PRESSURES

psi psi

--------------------- ---------------------

75 117.85 R1 6.50

77 116.12 R2 6.50

63 115.68 O-BP1 106.72

73 114.82 29 107.80

49 114.38 31 107.80

V E L O C I T I E S

PIPE MAXIMUM PIPE MINIMUM

NUMBER VELOCITY NUMBER VELOCITY

(ft/s) (ft/s)

--------------------- ---------------------

6 0.29 58 0.00

8 0.29 60 0.00

24 0.15 82 0.02

26 0.15 72 0.02

92 0.15 74 0.02

S U M M A R Y O F I N F L O W S A N D O U T F L O W S

(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES

(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES

NODE FLOWRATE NODE

NAME gpm TITLE

--------------------------------------------

R1 100.51

R2 51.69

NET SYSTEM INFLOW = 152.20

NET SYSTEM OUTFLOW = 0.00

NET SYSTEM DEMAND = 152.20

================================================================================




Page 7 of 30

Appendix C

CASE 2: MAXIMUM DAY DEMANDS







-----------------------------------------------------------------------------------------

2 R1 1 200.91 0.01 0.00 0.09 0.00 0.00

4 1 3 200.91 0.02 0.00 0.25 0.02 0.02

6 3 5 200.91 0.03 0.00 0.57 0.16 0.15

8 5 7 200.91 0.06 0.00 0.57 0.16 0.15

10 7 9 92.56 0.01 0.00 0.26 0.05 0.04

12 9 11 53.56 0.00 0.00 0.15 0.02 0.01

14 11 13 53.56 0.00 0.00 0.15 0.02 0.01

16 13 15 14.56 0.00 0.00 0.04 0.00 0.00

18 15 17 14.56 0.00 0.00 0.04 0.00 0.00

20 17 19 -24.44 0.00 0.00 0.07 0.00 0.00

22 19 21 -24.44 0.00 0.00 0.07 0.00 0.00

24 23 7 -108.35 0.01 0.00 0.31 0.05 0.05

26 25 23 -108.35 0.00 0.00 0.31 0.09 0.05

28 27 25 -95.15 0.01 0.00 0.27 0.04 0.04

30 21 27 -45.15 0.00 0.00 0.13 0.01 0.01

32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00

34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00

36 29 31 0.00 0.00 0.00 0.00 0.00 0.00

38 29 33 0.00 0.00 0.00 0.00 0.00 0.00

40 33 35 0.00 0.00 0.00 0.00 0.00 0.00

42 33 37 0.00 0.00 0.00 0.00 0.00 0.00

44 37 39 0.00 0.00 0.00 0.00 0.00 0.00

46 37 41 0.00 0.00 0.00 0.00 0.00 0.00

48 41 43 0.00 0.00 0.00 0.00 0.00 0.00

50 43 45 0.00 0.00 0.00 0.00 0.00 0.00

52 45 47 0.00 0.00 0.00 0.00 0.00 0.00

54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00

56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00

58 49 51 -0.71 0.00 0.00 0.00 0.00 0.00

60 51 53 -0.71 0.00 0.00 0.00 0.00 0.00

62 55 53 20.71 0.00 0.00 0.06 0.00 0.00

64 55 57 -20.71 0.00 0.00 0.06 0.00 0.00

66 57 59 0.00 0.00 0.00 0.00 0.00 0.00

68 57 61 -20.71 0.00 0.00 0.06 0.00 0.00

70 61 21 -20.71 0.00 0.00 0.06 0.00 0.00

72 49 63 -12.49 0.00 0.00 0.04 0.00 0.00

74 63 65 -12.49 0.00 0.00 0.04 0.00 0.00

76 65 67 66.56 0.00 0.00 0.19 0.03 0.02

78 67 69 40.56 0.00 0.00 0.12 0.01 0.01

80 69 71 14.56 0.00 0.00 0.04 0.00 0.00

82 71 73 -11.44 0.00 0.00 0.03 0.00 0.00

84 73 75 -11.44 0.00 0.00 0.07 0.01 0.01

86 75 77 -17.94 0.01 0.00 0.11 0.01 0.01

88 77 79 -24.44 0.01 0.00 0.16 0.02 0.02

90 65 79 -79.05 0.01 0.00 0.22 0.03 0.03

92 79 81 -103.49 0.11 0.00 0.29 0.05 0.04

94 81 R2 -103.49 0.01 0.00 0.07 0.00 0.00




Page 8 of 30

Appendix C





-----------------------------------------------------------------------------------------

BP1 0.00 258.87 246.18 -12.7 75.00 0. 0.0 0.0 292.1

BP2 0.00 263.86 251.18 0.0 75.00 0. 0.0 0.0 297.1




gpm ft ft ft psi

------------------------------------------------------------------------------

1 0.00 304.99 43.00 261.99 113.53

3 0.00 304.97 45.00 259.97 112.66

5 0.00 304.94 43.50 261.44 113.29

7 0.00 304.88 44.00 260.88 113.05

9 39.00(2.00) 304.87 45.00 259.87 112.61

11 0.00 304.87 45.00 259.87 112.61

13 39.00(2.00) 304.86 45.00 259.86 112.61

15 0.00 304.86 45.00 259.86 112.61

17 39.00(2.00) 304.86 45.00 259.86 112.61

19 0.00 304.86 45.00 259.86 112.61

21 0.00 304.86 46.00 258.86 112.17

23 0.00 304.87 46.00 258.87 112.18

25 13.20(2.00) 304.87 46.00 258.87 112.18

27 50.00(2.00) 304.86 49.00 255.86 110.87

29 0.00 292.18 43.50 248.68 107.76

31 0.00 292.18 43.50 248.68 107.76

33 0.00 292.18 43.50 248.68 107.76

35 0.00 292.18 43.50 248.68 107.76

37 0.00 292.18 41.50 250.68 108.63

39 0.00 292.18 41.50 250.68 108.63

41 0.00 292.18 40.00 252.18 109.28

43 0.00 292.18 40.00 252.18 109.28

45 0.00 292.18 40.00 252.18 109.28

47 0.00 292.18 41.00 251.18 108.85

49 13.20(2.00) 304.86 41.00 263.86 114.34

51 0.00 304.86 47.00 257.86 111.74

53 20.00(2.00) 304.86 48.00 256.86 111.31

55 0.00 304.86 48.00 256.86 111.31

57 0.00 304.86 48.00 256.86 111.31

59 0.00 304.86 48.00 256.86 111.31

61 0.00 304.86 47.00 257.86 111.74

63 0.00 304.86 38.00 266.86 115.64

65 0.00 304.86 42.00 262.86 113.91

67 26.00(2.00) 304.86 46.00 258.86 112.17

69 26.00(2.00) 304.85 50.00 254.85 110.44

71 26.00(2.00) 304.85 44.00 260.85 113.04

73 0.00 304.85 40.00 264.85 114.77

75 6.50(2.00) 304.86 33.00 271.86 117.80

77 6.50(2.00) 304.86 37.00 267.86 116.07

79 0.00 304.88 43.00 261.88 113.48

81 0.00 304.99 56.00 248.99 107.90

I-BP1 0.00 304.87 46.00 258.87 112.18

I-BP2 0.00 304.86 41.00 263.86 114.34

R1 ---- 305.00 290.00 15.00 6.50

R2 ---- 305.00 290.00 15.00 6.50

O-BP1 0.00 292.18 46.00 246.18 106.68

O-BP2 0.00 292.18 41.00 251.18 108.85




Page 9 of 30

Appendix C


P R E S S U R E S



psi psi

--------------------- ---------------------

75 117.80 R1 6.50

77 116.07 R2 6.50

63 115.64 O-BP1 106.68

73 114.77 29 107.76

49 114.34 31 107.76

V E L O C I T I E S



(ft/s) (ft/s)

--------------------- ---------------------

6 0.57 58 0.00

8 0.57 60 0.00

24 0.31 82 0.03

26 0.31 72 0.04

92 0.29 74 0.04




NODE FLOWRATE NODE

NAME gpm TITLE

--------------------------------------------

R1 200.91

R2 103.49




================================================================================




Page 10 of 30

Appendix C

CASE 3: PEAK HOUR DEMANDS







-----------------------------------------------------------------------------------------

2 R1 1 301.27 0.02 0.00 0.14 0.00 0.00

4 1 3 301.27 0.04 0.00 0.38 0.05 0.04

6 3 5 301.27 0.06 0.00 0.85 0.34 0.32

8 5 7 301.27 0.12 0.01 0.85 0.34 0.32

10 7 9 138.40 0.02 0.01 0.39 0.12 0.08

12 9 11 79.90 0.01 0.00 0.23 0.04 0.03

14 11 13 79.90 0.01 0.00 0.23 0.04 0.03

16 13 15 21.40 0.00 0.00 0.06 0.00 0.00

18 15 17 21.40 0.00 0.00 0.06 0.00 0.00

20 17 19 -37.10 0.00 0.00 0.11 0.01 0.01

22 19 21 -37.10 0.00 0.00 0.11 0.01 0.01

24 23 7 -162.86 0.02 0.00 0.46 0.10 0.10

26 25 23 -162.86 0.00 0.00 0.46 0.20 0.10

28 27 25 -143.06 0.02 0.00 0.41 0.08 0.08

30 21 27 -68.06 0.00 0.00 0.19 0.02 0.02

32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00

34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00

36 29 31 0.00 0.00 0.00 0.00 0.00 0.00

38 29 33 0.00 0.00 0.00 0.00 0.00 0.00

40 33 35 0.00 0.00 0.00 0.00 0.00 0.00

42 33 37 0.00 0.00 0.00 0.00 0.00 0.00

44 37 39 0.00 0.00 0.00 0.00 0.00 0.00

46 37 41 0.00 0.00 0.00 0.00 0.00 0.00

48 41 43 0.00 0.00 0.00 0.00 0.00 0.00

50 43 45 0.00 0.00 0.00 0.00 0.00 0.00

52 45 47 0.00 0.00 0.00 0.00 0.00 0.00

54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00

56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00

58 49 51 -0.97 0.00 0.00 0.00 0.00 0.00

60 51 53 -0.97 0.00 0.00 0.00 0.00 0.00

62 55 53 30.97 0.00 0.00 0.09 0.01 0.00

64 55 57 -30.97 0.00 0.00 0.09 0.00 0.00

66 57 59 0.00 0.00 0.00 0.00 0.00 0.00

68 57 61 -30.97 0.00 0.00 0.09 0.01 0.00

70 61 21 -30.97 0.00 0.00 0.09 0.00 0.00

72 49 63 -18.83 0.00 0.00 0.05 0.00 0.00

74 63 65 -18.83 0.00 0.00 0.05 0.00 0.00

76 65 67 99.81 0.01 0.00 0.28 0.06 0.04

78 67 69 60.81 0.00 0.00 0.17 0.02 0.02

80 69 71 21.81 0.00 0.00 0.06 0.00 0.00

82 71 73 -17.19 0.00 0.00 0.05 0.00 0.00

84 73 75 -17.19 0.01 0.00 0.11 0.01 0.01

86 75 77 -26.94 0.01 0.00 0.17 0.03 0.03

88 77 79 -36.69 0.02 0.00 0.23 0.05 0.05

90 65 79 -118.64 0.03 0.00 0.34 0.06 0.06

92 79 81 -155.33 0.24 0.01 0.44 0.10 0.09

94 81 R2 -155.33 0.01 0.00 0.11 0.00 0.00




Page 11 of 30

Appendix C





-----------------------------------------------------------------------------------------

BP1 0.00 258.73 246.04 -12.7 75.00 0. 0.0 0.0 291.9

BP2 0.00 263.70 251.04 0.0 75.00 0. 0.0 0.0 296.9




gpm ft ft ft psi

------------------------------------------------------------------------------

1 0.00 304.98 43.00 261.98 113.53

3 0.00 304.94 45.00 259.94 112.64

5 0.00 304.88 43.50 261.38 113.26

7 0.00 304.75 44.00 260.75 112.99

9 58.50(3.00) 304.73 45.00 259.73 112.55

11 0.00 304.72 45.00 259.72 112.54

13 58.50(3.00) 304.70 45.00 259.70 112.54

15 0.00 304.70 45.00 259.70 112.54

17 58.50(3.00) 304.70 45.00 259.70 112.54

19 0.00 304.71 45.00 259.71 112.54

21 0.00 304.71 46.00 258.71 112.11

23 0.00 304.73 46.00 258.73 112.12

25 19.80(3.00) 304.73 46.00 258.73 112.12

27 75.00(3.00) 304.71 49.00 255.71 110.81

29 0.00 292.04 43.50 248.54 107.70

31 0.00 292.04 43.50 248.54 107.70

33 0.00 292.04 43.50 248.54 107.70

35 0.00 292.04 43.50 248.54 107.70

37 0.00 292.04 41.50 250.54 108.57

39 0.00 292.04 41.50 250.54 108.57

41 0.00 292.04 40.00 252.04 109.22

43 0.00 292.04 40.00 252.04 109.22

45 0.00 292.04 40.00 252.04 109.22

47 0.00 292.04 41.00 251.04 108.78

49 19.80(3.00) 304.70 41.00 263.70 114.27

51 0.00 304.70 47.00 257.70 111.67

53 30.00(3.00) 304.70 48.00 256.70 111.24

55 0.00 304.70 48.00 256.70 111.24

57 0.00 304.71 48.00 256.71 111.24

59 0.00 304.71 48.00 256.71 111.24

61 0.00 304.71 47.00 257.71 111.67

63 0.00 304.70 38.00 266.70 115.57

65 0.00 304.71 42.00 262.71 113.84

67 39.00(3.00) 304.70 46.00 258.70 112.10

69 39.00(3.00) 304.69 50.00 254.69 110.37

71 39.00(3.00) 304.69 44.00 260.69 112.96

73 0.00 304.69 40.00 264.69 114.70

75 9.75(3.00) 304.70 33.00 271.70 117.73

77 9.75(3.00) 304.71 37.00 267.71 116.01

79 0.00 304.74 43.00 261.74 113.42

81 0.00 304.99 56.00 248.99 107.89

I-BP1 0.00 304.73 46.00 258.73 112.12

I-BP2 0.00 304.70 41.00 263.70 114.27

R1 ---- 305.00 290.00 15.00 6.50

R2 ---- 305.00 290.00 15.00 6.50

O-BP1 0.00 292.04 46.00 246.04 106.62

O-BP2 0.00 292.04 41.00 251.04 108.78




Page 12 of 30

Appendix C


P R E S S U R E S



psi psi

--------------------- ---------------------

75 117.73 R1 6.50

77 116.01 R2 6.50

63 115.57 O-BP1 106.62

73 114.70 29 107.70

49 114.27 31 107.70

V E L O C I T I E S



(ft/s) (ft/s)

--------------------- ---------------------

6 0.85 58 0.00

8 0.85 60 0.00

24 0.46 82 0.05

26 0.46 72 0.05

92 0.44 74 0.05




NODE FLOWRATE NODE

NAME gpm TITLE

--------------------------------------------

R1 301.27

R2 155.33




================================================================================




Page 13 of 30

Appendix C

CASE 4: 3,000 GPM FIRE FLOW SPLIT BETWEEN NODES 35 AND 39







-----------------------------------------------------------------------------------------

2 R1 1 3065.23 1.30 0.05 1.39 0.28 0.27

4 1 3 3065.23 2.66 0.07 3.86 3.33 3.25

6 3 5 3065.23 4.57 0.35 8.69 25.22 23.41

8 5 7 3065.23 9.01 0.76 8.69 25.39 23.41

10 7 9 614.86 0.24 0.16 1.74 2.01 1.19

12 9 11 575.86 0.21 0.11 1.63 1.62 1.06

14 11 13 575.86 0.35 0.22 1.63 1.72 1.06

16 13 15 536.86 0.13 0.10 1.52 1.65 0.93

18 15 17 536.86 0.43 0.12 1.52 1.20 0.93

20 17 19 497.86 0.27 0.08 1.41 1.06 0.81

22 19 21 497.86 0.27 0.03 1.41 0.91 0.81

24 23 7 -2450.37 2.35 0.00 6.95 15.47 15.47

26 25 23 -2450.37 0.15 0.23 6.95 37.97 15.47

28 27 25 -58.60 0.00 0.00 0.17 0.02 0.02

30 21 27 -8.60 0.00 0.00 0.02 0.00 0.00

32 25 I-BP1 2378.57 0.71 5.99 9.72 335.28 35.57

34 O-BP1 29 2378.57 19.38 4.57 9.72 43.96 35.57

36 29 31 0.00 0.00 0.00 0.00 0.00 0.00

38 29 33 2378.57 9.07 1.54 9.72 41.60 35.57

40 33 35 2000.00 11.09 6.12 12.76 118.71 76.49

42 33 37 378.57 0.69 0.11 1.55 1.38 1.18

44 37 39 2000.00 4.28 6.12 12.76 185.81 76.49

46 37 41 -1621.43 8.92 2.33 6.62 22.06 17.49

48 41 43 -1621.43 5.25 2.60 6.62 26.16 17.49

50 43 45 -1621.43 2.92 1.85 6.62 28.59 17.49

52 45 47 -1621.43 10.20 2.60 6.62 21.96 17.49

54 47 O-BP2 -1621.43 1.75 2.16 6.62 39.08 17.49

56 I-BP2 49 -1621.43 0.35 0.00 6.62 17.49 17.49

58 49 51 -486.46 0.39 0.01 1.38 0.79 0.77

60 51 53 -486.46 0.26 0.09 1.38 1.04 0.77

62 55 53 506.46 0.29 0.10 1.44 1.12 0.83

64 55 57 -506.46 0.29 0.01 1.44 0.86 0.83

66 57 59 0.00 0.00 0.00 0.00 0.00 0.00

68 57 61 -506.46 0.13 0.02 1.44 0.96 0.83

70 61 21 -506.46 0.13 0.01 1.44 0.90 0.83

72 49 63 -1148.17 2.05 0.17 3.26 4.12 3.80

74 63 65 -1148.17 6.76 0.10 3.26 3.85 3.80

76 65 67 -93.19 0.01 0.00 0.26 0.05 0.04

78 67 69 -119.19 0.02 0.00 0.34 0.07 0.06

80 69 71 -145.19 0.05 0.01 0.41 0.10 0.08

82 71 73 -171.19 0.09 0.02 0.49 0.14 0.11

84 73 75 -171.19 0.42 0.06 1.09 0.91 0.81

86 75 77 -177.69 0.46 0.05 1.13 0.97 0.86

88 77 79 -184.19 0.49 0.06 1.18 1.03 0.92

90 65 79 -1054.98 1.69 0.04 2.99 3.33 3.25

92 79 81 -1239.17 11.38 0.48 3.52 4.56 4.38

94 81 R2 -1239.17 0.57 0.00 0.88 0.15 0.15




Page 14 of 30

Appendix C





-----------------------------------------------------------------------------------------

BP1 2378.57 230.79 217.42 -13.4 75.00 -8. -0.4 -0.4 262.5

BP2 1621.43 240.41 227.63 -12.8 75.00 -5. -0.3 -0.3 272.9




gpm ft ft ft psi

------------------------------------------------------------------------------

1 0.00 303.65 43.00 260.65 112.95

3 0.00 300.92 45.00 255.92 110.90

5 0.00 296.00 43.50 252.50 109.42

7 0.00 286.22 44.00 242.22 104.96

9 39.00(2.00) 285.82 45.00 240.82 104.36

11 0.00 285.50 45.00 240.50 104.21

13 39.00(2.00) 284.92 45.00 239.92 103.97

15 0.00 284.70 45.00 239.70 103.87

17 39.00(2.00) 284.14 45.00 239.14 103.63

19 0.00 283.79 45.00 238.79 103.48

21 0.00 283.49 46.00 237.49 102.91

23 0.00 283.87 46.00 237.87 103.08

25 13.20(2.00) 283.49 46.00 237.49 102.91

27 50.00(2.00) 283.49 49.00 234.49 101.61

29 0.00 239.46 43.50 195.96 84.92

31 0.00 239.46 43.50 195.96 84.92

33 0.00 228.85 43.50 185.35 80.32

35 2000.00 211.64 43.50 168.14 72.86

37 0.00 228.04 41.50 186.54 80.84

39 2000.00 217.64 41.50 176.14 76.33

41 0.00 239.29 40.00 199.29 86.36

43 0.00 247.14 40.00 207.14 89.76

45 0.00 251.92 40.00 211.92 91.83

47 0.00 264.72 41.00 223.72 96.94

49 13.20(2.00) 281.76 41.00 240.76 104.33

51 0.00 282.15 47.00 235.15 101.90

53 20.00(2.00) 282.51 48.00 234.51 101.62

55 0.00 282.89 48.00 234.89 101.79

57 0.00 283.19 48.00 235.19 101.92

59 0.00 283.19 48.00 235.19 101.92

61 0.00 283.35 47.00 236.35 102.42

63 0.00 283.98 38.00 245.98 106.59

65 0.00 290.84 42.00 248.84 107.83

67 26.00(2.00) 290.85 46.00 244.85 106.10

69 26.00(2.00) 290.88 50.00 240.88 104.38

71 26.00(2.00) 290.93 44.00 246.93 107.00

73 0.00 291.04 40.00 251.04 108.78

75 6.50(2.00) 291.52 33.00 258.52 112.02

77 6.50(2.00) 292.03 37.00 255.03 110.51

79 0.00 292.57 43.00 249.57 108.15

81 0.00 304.43 56.00 248.43 107.65

I-BP1 0.00 276.79 46.00 230.79 100.01

I-BP2 0.00 281.41 41.00 240.41 104.18

R1 ---- 305.00 290.00 15.00 6.50

R2 ---- 305.00 290.00 15.00 6.50

O-BP1 0.00 263.42 46.00 217.42 94.21

O-BP2 0.00 268.63 41.00 227.63 98.64




Page 15 of 30

Appendix C


P R E S S U R E S



psi psi

--------------------- ---------------------

1 112.95 R1 6.50

75 112.02 R2 6.50

3 110.90 35 72.86

77 110.51 39 76.33

5 109.42 33 80.32

V E L O C I T I E S



(ft/s) (ft/s)

--------------------- ---------------------

40 12.76 30 0.02

44 12.76 28 0.17

32 9.72 76 0.26

34 9.72 78 0.34

38 9.72 80 0.41




NODE FLOWRATE NODE

NAME gpm TITLE

--------------------------------------------

R1 3065.23

R2 1239.17




================================================================================




Page 16 of 30

Appendix C








-----------------------------------------------------------------------------------------

2 R1 1 2956.57 1.21 0.05 1.34 0.26 0.25

4 1 3 2956.57 2.49 0.06 3.73 3.12 3.04

6 3 5 2956.57 4.27 0.33 8.39 23.58 21.90

8 5 7 2956.57 8.43 0.71 8.39 23.74 21.90

10 7 9 631.68 0.25 0.17 1.79 2.12 1.26

12 9 11 592.68 0.22 0.12 1.68 1.71 1.12

14 11 13 592.68 0.37 0.23 1.68 1.81 1.12

16 13 15 553.68 0.13 0.10 1.57 1.76 0.98

18 15 17 553.68 0.46 0.13 1.57 1.27 0.98

20 17 19 514.68 0.28 0.09 1.46 1.13 0.86

22 19 21 514.68 0.28 0.04 1.46 0.97 0.86

24 23 7 -2324.89 2.13 0.00 6.59 14.03 14.03

26 25 23 -2324.89 0.14 0.20 6.59 34.29 14.03

28 27 25 -580.99 0.27 0.01 1.65 1.13 1.08

30 21 27 -530.99 0.12 0.02 1.51 1.09 0.91

32 25 I-BP1 1730.71 0.39 3.17 7.07 178.42 19.74

34 O-BP1 29 1730.71 10.76 2.42 7.07 24.18 19.74

36 29 31 0.00 0.00 0.00 0.00 0.00 0.00

38 29 33 1730.71 5.03 0.81 7.07 22.93 19.74

40 33 35 0.00 0.00 0.00 0.00 0.00 0.00

42 33 37 1730.71 11.55 2.38 7.07 23.81 19.74

44 37 39 0.00 0.00 0.00 0.00 0.00 0.00

46 37 41 1730.71 10.07 2.65 7.07 24.94 19.74

48 41 43 -269.29 0.19 0.07 1.10 0.87 0.63

50 43 45 -2269.29 5.44 3.63 9.27 54.33 32.60

52 45 47 -2269.29 19.01 5.10 9.27 41.34 32.60

54 47 O-BP2 -2269.29 3.26 4.23 9.27 74.89 32.60

56 I-BP2 49 -2269.29 0.65 0.00 9.27 32.60 32.60

58 49 51 -1025.66 1.54 0.04 2.91 3.16 3.08

60 51 53 -1025.66 1.05 0.40 2.91 4.26 3.08

62 55 53 1045.66 1.09 0.42 2.97 4.42 3.19

64 55 57 -1045.66 1.12 0.04 2.97 3.31 3.19

66 57 59 0.00 0.00 0.00 0.00 0.00 0.00

68 57 61 -1045.66 0.51 0.09 2.97 3.75 3.19

70 61 21 -1045.66 0.50 0.04 2.97 3.46 3.19

72 49 63 -1256.83 2.43 0.21 3.57 4.87 4.49

74 63 65 -1256.83 7.99 0.12 3.57 4.56 4.49

76 65 67 -108.47 0.01 0.00 0.31 0.07 0.05

78 67 69 -134.47 0.02 0.01 0.38 0.09 0.07

80 69 71 -160.47 0.06 0.01 0.46 0.12 0.10

82 71 73 -186.47 0.10 0.02 0.53 0.16 0.13

84 73 75 -186.47 0.50 0.07 1.19 1.07 0.94

86 75 77 -192.97 0.53 0.06 1.23 1.13 1.01

88 77 79 -199.47 0.56 0.07 1.27 1.20 1.07

90 65 79 -1148.36 1.98 0.05 3.26 3.89 3.80

92 79 81 -1347.83 13.29 0.57 3.82 5.33 5.11

94 81 R2 -1347.83 0.66 0.00 0.96 0.18 0.17




Page 17 of 30

Appendix C





-----------------------------------------------------------------------------------------

BP1 1730.71 235.40 222.58 -12.8 75.00 -6. -0.4 -0.8 267.8

BP2 2269.29 236.05 222.83 -13.2 75.00 -8. -0.3 -0.5 267.9




gpm ft ft ft psi

------------------------------------------------------------------------------

1 0.00 303.74 43.00 260.74 112.99

3 0.00 301.18 45.00 256.18 111.01

5 0.00 296.58 43.50 253.08 109.67

7 0.00 287.44 44.00 243.44 105.49

9 39.00(2.00) 287.02 45.00 242.02 104.87

11 0.00 286.68 45.00 241.68 104.73

13 39.00(2.00) 286.07 45.00 241.07 104.46

15 0.00 285.83 45.00 240.83 104.36

17 39.00(2.00) 285.24 45.00 240.24 104.10

19 0.00 284.87 45.00 239.87 103.94

21 0.00 284.55 46.00 238.55 103.37

23 0.00 285.31 46.00 239.31 103.70

25 13.20(2.00) 284.97 46.00 238.97 103.55

27 50.00(2.00) 284.69 49.00 235.69 102.13

29 0.00 255.40 43.50 211.90 91.82

31 0.00 255.40 43.50 211.90 91.82

33 0.00 249.55 43.50 206.05 89.29

35 0.00 249.55 43.50 206.05 89.29

37 0.00 235.62 41.50 194.12 84.12

39 0.00 235.62 41.50 194.12 84.12

41 2000.00 222.90 40.00 182.90 79.26

43 2000.00 223.16 40.00 183.16 79.37

45 0.00 232.24 40.00 192.24 83.30

47 0.00 256.34 41.00 215.34 93.31

49 13.20(2.00) 277.70 41.00 236.70 102.57

51 0.00 279.28 47.00 232.28 100.66

53 20.00(2.00) 280.74 48.00 232.74 100.85

55 0.00 282.25 48.00 234.25 101.51

57 0.00 283.41 48.00 235.41 102.01

59 0.00 283.41 48.00 235.41 102.01

61 0.00 284.01 47.00 237.01 102.70

63 0.00 280.33 38.00 242.33 105.01

65 0.00 288.45 42.00 246.45 106.79

67 26.00(2.00) 288.46 46.00 242.46 105.07

69 26.00(2.00) 288.49 50.00 238.49 103.35

71 26.00(2.00) 288.56 44.00 244.56 105.97

73 0.00 288.68 40.00 248.68 107.76

75 6.50(2.00) 289.25 33.00 256.25 111.04

77 6.50(2.00) 289.84 37.00 252.84 109.56

79 0.00 290.47 43.00 247.47 107.24

81 0.00 304.33 56.00 248.33 107.61

I-BP1 0.00 281.40 46.00 235.40 102.01

I-BP2 0.00 277.05 41.00 236.05 102.29

R1 ---- 305.00 290.00 15.00 6.50

R2 ---- 305.00 290.00 15.00 6.50

O-BP1 0.00 268.58 46.00 222.58 96.45

O-BP2 0.00 263.83 41.00 222.83 96.56




Page 18 of 30

Appendix C


P R E S S U R E S



psi psi

--------------------- ---------------------

1 112.99 R1 6.50

75 111.04 R2 6.50

3 111.01 41 79.26

5 109.67 43 79.37

77 109.56 45 83.30

V E L O C I T I E S



(ft/s) (ft/s)

--------------------- ---------------------

50 9.27 76 0.31

52 9.27 78 0.38

54 9.27 80 0.46

56 9.27 82 0.53

6 8.39 94 0.96




NODE FLOWRATE NODE

NAME gpm TITLE

--------------------------------------------

R1 2956.57

R2 1347.83




================================================================================




Page 19 of 30

Appendix C








-----------------------------------------------------------------------------------------

2 R1 1 2831.61 1.12 0.04 1.29 0.24 0.23

4 1 3 2831.61 2.30 0.06 3.57 2.88 2.81

6 3 5 2831.61 3.94 0.30 8.03 21.76 20.22

8 5 7 2831.61 7.78 0.65 8.03 21.91 20.22

10 7 9 668.22 0.28 0.19 1.90 2.36 1.39

12 9 11 629.22 0.25 0.13 1.78 1.92 1.25

14 11 13 629.22 0.42 0.26 1.78 2.03 1.25

16 13 15 590.22 0.15 0.12 1.67 1.98 1.11

18 15 17 590.22 0.52 0.15 1.67 1.43 1.11

20 17 19 551.22 0.32 0.10 1.56 1.29 0.98

22 19 21 551.22 0.32 0.04 1.56 1.10 0.98

24 23 7 -2163.39 1.87 0.00 6.14 12.28 12.28

26 25 23 -2163.39 0.12 0.18 6.14 29.82 12.28

28 27 25 -959.56 0.68 0.03 2.72 2.86 2.72

30 21 27 -909.56 0.32 0.07 2.58 2.99 2.47

32 25 I-BP1 1190.63 0.20 1.50 4.86 84.97 9.87

34 O-BP1 29 1190.63 5.38 1.15 4.86 11.98 9.87

36 29 31 0.00 0.00 0.00 0.00 0.00 0.00

38 29 33 1190.63 2.52 0.39 4.86 11.39 9.87

40 33 35 0.00 0.00 0.00 0.00 0.00 0.00

42 33 37 1190.63 5.78 1.13 4.86 11.80 9.87

44 37 39 0.00 0.00 0.00 0.00 0.00 0.00

46 37 41 1190.63 5.04 1.26 4.86 12.34 9.87

48 41 43 1190.63 2.96 1.40 4.86 14.55 9.87

50 43 45 1190.63 1.65 1.00 4.86 15.85 9.87

52 45 47 -809.37 2.82 0.65 3.31 5.94 4.83

54 47 O-BP2 -2809.37 4.84 6.48 11.48 113.22 48.41

56 I-BP2 49 -2809.37 0.97 0.00 11.48 48.41 48.41

58 49 51 -1440.78 2.89 0.08 4.09 5.94 5.78

60 51 53 -1440.78 1.98 0.80 4.09 8.11 5.78

62 55 53 1460.78 2.03 0.82 4.14 8.33 5.93

64 55 57 -1460.78 2.08 0.08 4.14 6.16 5.93

66 57 59 0.00 0.00 0.00 0.00 0.00 0.00

68 57 61 -1460.78 0.95 0.17 4.14 7.02 5.93

70 61 21 -1460.78 0.92 0.08 4.14 6.45 5.93

72 49 63 -1381.79 2.89 0.25 3.92 5.82 5.35

74 63 65 -1381.79 9.53 0.14 3.92 5.43 5.35

76 65 67 -126.02 0.01 0.01 0.36 0.09 0.06

78 67 69 -152.02 0.03 0.01 0.43 0.12 0.09

80 69 71 -178.02 0.07 0.01 0.50 0.14 0.12

82 71 73 -204.02 0.12 0.03 0.58 0.19 0.15

84 73 75 -204.02 0.59 0.08 1.30 1.27 1.12

86 75 77 -210.52 0.62 0.08 1.34 1.33 1.18

88 77 79 -217.02 0.66 0.08 1.39 1.40 1.25

90 65 79 -1255.77 2.33 0.06 3.56 4.60 4.48

92 79 81 -1472.79 15.66 0.68 4.18 6.28 6.02

94 81 R2 -1472.79 0.78 0.01 1.04 0.21 0.21

muyeda

Highlight

20.22 8 5 7 2831.61 7.78 0.65 8.03 21.91 20.22

muyeda

Highlight

56 I-BP2 49 -2809.37 0.97 0.00 11.48 48.41 48.41

muyeda

Highlight

54 47 O-BP2 -2809.37 4.84 6.48 11.48 113.22 48.41

muyeda

Highlight

6 3 5 2831.61 3.94 0.30 8.03 21.76 2




Page 20 of 30

Appendix C





-----------------------------------------------------------------------------------------

BP1 1190.63 238.93 226.23 -12.7 75.00 -4. -0.3 -1.1 271.8

BP2 2809.37 230.70 216.38 -14.3 75.00 -10. -0.4 -0.9 261.9




gpm ft ft ft psi

------------------------------------------------------------------------------

1 0.00 303.84 43.00 260.84 113.03

3 0.00 301.48 45.00 256.48 111.14

5 0.00 297.23 43.50 253.73 109.95

7 0.00 288.80 44.00 244.80 106.08

9 39.00(2.00) 288.33 45.00 243.33 105.44

11 0.00 287.94 45.00 242.94 105.28

13 39.00(2.00) 287.26 45.00 242.26 104.98

15 0.00 286.99 45.00 241.99 104.86

17 39.00(2.00) 286.33 45.00 241.33 104.58

19 0.00 285.90 45.00 240.90 104.39

21 0.00 285.54 46.00 239.54 103.80

23 0.00 286.93 46.00 240.93 104.40

25 13.20(2.00) 286.63 46.00 240.63 104.27

27 50.00(2.00) 285.92 49.00 236.92 102.67

29 0.00 265.70 43.50 222.20 96.29

31 0.00 265.70 43.50 222.20 96.29

33 0.00 262.80 43.50 219.30 95.03

35 0.00 262.80 43.50 219.30 95.03

37 0.00 255.89 41.50 214.39 92.90

39 0.00 255.89 41.50 214.39 92.90

41 0.00 249.60 40.00 209.60 90.83

43 0.00 245.24 40.00 205.24 88.94

45 2000.00 242.59 40.00 202.59 87.79

47 2000.00 246.05 41.00 205.05 88.86

49 13.20(2.00) 272.67 41.00 231.67 100.39

51 0.00 275.64 47.00 228.64 99.08

53 20.00(2.00) 278.41 48.00 230.41 99.85

55 0.00 281.26 48.00 233.26 101.08

57 0.00 283.42 48.00 235.42 102.01

59 0.00 283.42 48.00 235.42 102.01

61 0.00 284.54 47.00 237.54 102.93

63 0.00 275.81 38.00 237.81 103.05

65 0.00 285.48 42.00 243.48 105.51

67 26.00(2.00) 285.50 46.00 239.50 103.78

69 26.00(2.00) 285.53 50.00 235.53 102.06

71 26.00(2.00) 285.62 44.00 241.62 104.70

73 0.00 285.76 40.00 245.76 106.50

75 6.50(2.00) 286.43 33.00 253.43 109.82

77 6.50(2.00) 287.13 37.00 250.13 108.39

79 0.00 287.87 43.00 244.87 106.11

81 0.00 304.21 56.00 248.21 107.56

I-BP1 0.00 284.93 46.00 238.93 103.54

I-BP2 0.00 271.70 41.00 230.70 99.97

R1 ---- 305.00 290.00 15.00 6.50

R2 ---- 305.00 290.00 15.00 6.50

O-BP1 0.00 272.23 46.00 226.23 98.03

O-BP2 0.00 257.38 41.00 216.38 93.76




Page 21 of 30

Appendix C


P R E S S U R E S



psi psi

--------------------- ---------------------

1 113.03 R1 6.50

3 111.14 R2 6.50

5 109.95 45 87.79

75 109.82 47 88.86

77 108.39 43 88.94

V E L O C I T I E S



(ft/s) (ft/s)

--------------------- ---------------------

54 11.48 76 0.36

56 11.48 78 0.43

6 8.03 80 0.50

8 8.03 82 0.58

24 6.14 94 1.04




NODE FLOWRATE NODE

NAME gpm TITLE

--------------------------------------------

R1 2831.61

R2 1472.79




================================================================================




Page 22 of 30

Appendix C








-----------------------------------------------------------------------------------------

2 R1 1 2497.38 0.89 0.03 1.13 0.19 0.18

4 1 3 2497.38 1.82 0.05 3.15 2.28 2.22

6 3 5 2497.38 3.12 0.23 7.08 17.22 16.02

8 5 7 2497.38 6.17 0.51 7.08 17.33 16.02

10 7 9 1939.28 2.01 1.63 5.50 18.18 10.03

12 9 11 1900.28 1.93 1.23 5.39 15.79 9.66

14 11 13 400.28 0.18 0.11 1.14 0.86 0.54

16 13 15 -1138.72 0.51 0.44 3.23 7.00 3.74

18 15 17 -1138.72 1.74 0.56 3.23 4.95 3.74

20 17 19 -1177.72 1.31 0.47 3.34 5.41 3.98

22 19 21 -1177.72 1.31 0.19 3.34 4.56 3.98

24 23 7 -558.10 0.15 0.00 1.58 1.00 1.00

26 25 23 -558.10 0.01 0.01 1.58 2.17 1.00

28 27 25 -544.90 0.24 0.01 1.55 1.00 0.96

30 21 27 -494.90 0.10 0.02 1.40 0.95 0.80

32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00

34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00

36 29 31 0.00 0.00 0.00 0.00 0.00 0.00

38 29 33 0.00 0.00 0.00 0.00 0.00 0.00

40 33 35 0.00 0.00 0.00 0.00 0.00 0.00

42 33 37 0.00 0.00 0.00 0.00 0.00 0.00

44 37 39 0.00 0.00 0.00 0.00 0.00 0.00

46 37 41 0.00 0.00 0.00 0.00 0.00 0.00

48 41 43 0.00 0.00 0.00 0.00 0.00 0.00

50 43 45 0.00 0.00 0.00 0.00 0.00 0.00

52 45 47 0.00 0.00 0.00 0.00 0.00 0.00

54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00

56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00

58 49 51 702.82 0.77 0.02 1.99 1.57 1.53

60 51 53 702.82 0.52 0.19 1.99 2.08 1.53

62 55 53 -682.82 0.50 0.18 1.94 1.97 1.45

64 55 57 682.82 0.51 0.02 1.94 1.50 1.45

66 57 59 0.00 0.00 0.00 0.00 0.00 0.00

68 57 61 682.82 0.23 0.04 1.94 1.69 1.45

70 61 21 682.82 0.22 0.02 1.94 1.56 1.45

72 49 63 -716.02 0.86 0.07 2.03 1.71 1.58

74 63 65 -716.02 2.82 0.04 2.03 1.61 1.58

76 65 67 -32.17 0.00 0.00 0.09 0.01 0.01

78 67 69 -58.17 0.00 0.00 0.16 0.02 0.02

80 69 71 -84.17 0.02 0.00 0.24 0.03 0.03

82 71 73 -110.17 0.04 0.01 0.31 0.06 0.05

84 73 75 -110.17 0.19 0.02 0.70 0.40 0.36

86 75 77 -116.67 0.21 0.02 0.74 0.44 0.40

88 77 79 -123.17 0.23 0.03 0.79 0.49 0.44

90 65 79 -683.86 0.76 0.02 1.94 1.49 1.46

92 79 81 -807.02 5.14 0.20 2.29 2.06 1.98

94 81 R2 -807.02 0.26 0.00 0.57 0.07 0.07




Page 23 of 30

Appendix C





----------------------------------------------------------------------------------------

BP1 0.00 246.00 236.15 0.0 75.00 0. -0.2 -1.3 279.2

BP2 0.00 253.84 241.15 -12.7 75.00 0. -0.5 -1.4 287.0




gpm ft ft ft psi

------------------------------------------------------------------------------

1 0.00 304.08 43.00 261.08 113.13

3 0.00 302.21 45.00 257.21 111.46

5 0.00 298.85 43.50 255.35 110.65

7 0.00 292.18 44.00 248.18 107.54

9 39.00(2.00) 288.54 45.00 243.54 105.53

11 1500.00 285.38 45.00 240.38 104.17

13 1539.00( ** ) 285.10 45.00 240.10 104.04

15 0.00 286.04 45.00 241.04 104.45

17 39.00(2.00) 288.34 45.00 243.34 105.45

19 0.00 290.13 45.00 245.13 106.22

21 0.00 291.63 46.00 245.63 106.44

23 0.00 292.03 46.00 246.03 106.61

25 13.20(2.00) 292.00 46.00 246.00 106.60

27 50.00(2.00) 291.76 49.00 242.76 105.19

29 0.00 282.15 43.50 238.65 103.41

31 0.00 282.15 43.50 238.65 103.41

33 0.00 282.15 43.50 238.65 103.41

35 0.00 282.15 43.50 238.65 103.41

37 0.00 282.15 41.50 240.65 104.28

39 0.00 282.15 41.50 240.65 104.28

41 0.00 282.15 40.00 242.15 104.93

43 0.00 282.15 40.00 242.15 104.93

45 0.00 282.15 40.00 242.15 104.93

47 0.00 282.15 41.00 241.15 104.50

49 13.20(2.00) 294.84 41.00 253.84 110.00

51 0.00 294.06 47.00 247.06 107.06

53 20.00(2.00) 293.35 48.00 245.35 106.32

55 0.00 292.67 48.00 244.67 106.02

57 0.00 292.14 48.00 244.14 105.80

59 0.00 292.14 48.00 244.14 105.80

61 0.00 291.87 47.00 244.87 106.11

63 0.00 295.76 38.00 257.76 111.70

65 0.00 298.62 42.00 256.62 111.20

67 26.00(2.00) 298.62 46.00 252.62 109.47

69 26.00(2.00) 298.63 50.00 248.63 107.74

71 26.00(2.00) 298.65 44.00 254.65 110.35

73 0.00 298.70 40.00 258.70 112.10

75 6.50(2.00) 298.91 33.00 265.91 115.23

77 6.50(2.00) 299.14 37.00 262.14 113.59

79 0.00 299.40 43.00 256.40 111.11

81 0.00 304.74 56.00 248.74 107.79

I-BP1 0.00 292.00 46.00 246.00 106.60

I-BP2 0.00 294.84 41.00 253.84 110.00

R1 ---- 305.00 290.00 15.00 6.50

R2 ---- 305.00 290.00 15.00 6.50

O-BP1 0.00 282.15 46.00 236.15 102.33

O-BP2 0.00 282.15 41.00 241.15 104.50




Page 24 of 30

Appendix C


P R E S S U R E S



psi psi

--------------------- ---------------------

75 115.23 R1 6.50

77 113.59 R2 6.50

1 113.13 O-BP1 102.33

73 112.10 29 103.41

63 111.70 31 103.41

V E L O C I T I E S



(ft/s) (ft/s)

--------------------- ---------------------

6 7.08 76 0.09

8 7.08 78 0.16

10 5.50 80 0.24

12 5.39 82 0.31

20 3.34 94 0.57




NODE FLOWRATE NODE

NAME gpm TITLE

--------------------------------------------

R1 2497.38

R2 807.02




================================================================================




Page 25 of 30

Appendix C








-----------------------------------------------------------------------------------------

2 R1 1 2445.52 0.85 0.03 1.11 0.18 0.18

4 1 3 2445.52 1.75 0.04 3.08 2.19 2.14

6 3 5 2445.52 3.00 0.22 6.94 16.56 15.41

8 5 7 2445.52 5.93 0.49 6.94 16.67 15.41

10 7 9 1131.10 0.74 0.55 3.21 6.47 3.69

12 9 11 1092.10 0.69 0.41 3.10 5.49 3.46

14 11 13 1092.10 1.16 0.79 3.10 5.83 3.46

16 13 15 1053.10 0.44 0.38 2.99 6.03 3.24

18 15 17 1053.10 1.51 0.48 2.99 4.27 3.24

20 17 19 -485.90 0.25 0.08 1.38 1.02 0.77

22 19 21 -1985.90 3.46 0.54 5.63 12.12 10.48

24 23 7 -1314.42 0.74 0.00 3.73 4.88 4.88

26 25 23 -1314.42 0.05 0.06 3.73 11.35 4.88

28 27 25 -1301.22 1.19 0.06 3.69 5.05 4.79

30 21 27 -1251.22 0.57 0.13 3.55 5.44 4.45

32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00

34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00

36 29 31 0.00 0.00 0.00 0.00 0.00 0.00

38 29 33 0.00 0.00 0.00 0.00 0.00 0.00

40 33 35 0.00 0.00 0.00 0.00 0.00 0.00

42 33 37 0.00 0.00 0.00 0.00 0.00 0.00

44 37 39 0.00 0.00 0.00 0.00 0.00 0.00

46 37 41 0.00 0.00 0.00 0.00 0.00 0.00

48 41 43 0.00 0.00 0.00 0.00 0.00 0.00

50 43 45 0.00 0.00 0.00 0.00 0.00 0.00

52 45 47 0.00 0.00 0.00 0.00 0.00 0.00

54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00

56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00

58 49 51 754.68 0.87 0.02 2.14 1.79 1.75

60 51 53 754.68 0.60 0.22 2.14 2.39 1.75

62 55 53 -734.68 0.57 0.21 2.08 2.27 1.66

64 55 57 734.68 0.58 0.02 2.08 1.72 1.66

66 57 59 0.00 0.00 0.00 0.00 0.00 0.00

68 57 61 734.68 0.27 0.04 2.08 1.94 1.66

70 61 21 734.68 0.26 0.02 2.08 1.79 1.66

72 49 63 -767.88 0.97 0.08 2.18 1.95 1.80

74 63 65 -767.88 3.21 0.04 2.18 1.83 1.80

76 65 67 -39.52 0.00 0.00 0.11 0.01 0.01

78 67 69 -65.52 0.01 0.00 0.19 0.02 0.02

80 69 71 -91.52 0.02 0.00 0.26 0.04 0.04

82 71 73 -117.52 0.04 0.01 0.33 0.07 0.06

84 73 75 -117.52 0.21 0.03 0.75 0.45 0.40

86 75 77 -124.02 0.23 0.03 0.79 0.49 0.44

88 77 79 -130.52 0.26 0.03 0.83 0.54 0.49

90 65 79 -728.36 0.85 0.02 2.07 1.67 1.64

92 79 81 -858.88 5.77 0.23 2.44 2.31 2.22

94 81 R2 -858.88 0.29 0.00 0.61 0.08 0.08




Page 26 of 30

Appendix C





---------------------------------------------------------------------------------------

BP1 0.00 245.81 234.84 0.0 75.00 0. 0.0 -1.3 279.0

BP2 0.00 252.53 239.84 -12.7 75.00 0. 0.0 -1.4 285.7




gpm ft ft ft psi

------------------------------------------------------------------------------

1 0.00 304.11 43.00 261.11 113.15

3 0.00 302.32 45.00 257.32 111.50

5 0.00 299.09 43.50 255.59 110.75

7 0.00 292.67 44.00 248.67 107.76

9 39.00(2.00) 291.37 45.00 246.37 106.76

11 0.00 290.28 45.00 245.28 106.29

13 39.00(2.00) 288.32 45.00 243.32 105.44

15 0.00 287.51 45.00 242.51 105.09

17 1539.00( ** ) 285.52 45.00 240.52 104.23

19 1500.00 285.86 45.00 240.86 104.37

21 0.00 289.86 46.00 243.86 105.67

23 0.00 291.93 46.00 245.93 106.57

25 13.20(2.00) 291.81 46.00 245.81 106.52

27 50.00(2.00) 290.56 49.00 241.56 104.68

29 0.00 280.84 43.50 237.34 102.85

31 0.00 280.84 43.50 237.34 102.85

33 0.00 280.84 43.50 237.34 102.85

35 0.00 280.84 43.50 237.34 102.85

37 0.00 280.84 41.50 239.34 103.72

39 0.00 280.84 41.50 239.34 103.72

41 0.00 280.84 40.00 240.84 104.37

43 0.00 280.84 40.00 240.84 104.37

45 0.00 280.84 40.00 240.84 104.37

47 0.00 280.84 41.00 239.84 103.93

49 13.20(2.00) 293.53 41.00 252.53 109.43

51 0.00 292.64 47.00 245.64 106.44

53 20.00(2.00) 291.82 48.00 243.82 105.66

55 0.00 291.05 48.00 243.05 105.32

57 0.00 290.45 48.00 242.45 105.06

59 0.00 290.45 48.00 242.45 105.06

61 0.00 290.14 47.00 243.14 105.36

63 0.00 294.59 38.00 256.59 111.19

65 0.00 297.84 42.00 255.84 110.86

67 26.00(2.00) 297.84 46.00 251.84 109.13

69 26.00(2.00) 297.85 50.00 247.85 107.40

71 26.00(2.00) 297.87 44.00 253.87 110.01

73 0.00 297.92 40.00 257.92 111.77

75 6.50(2.00) 298.16 33.00 265.16 114.90

77 6.50(2.00) 298.42 37.00 261.42 113.28

79 0.00 298.71 43.00 255.71 110.81

81 0.00 304.71 56.00 248.71 107.77

I-BP1 0.00 291.81 46.00 245.81 106.52

I-BP2 0.00 293.53 41.00 252.53 109.43

R1 ---- 305.00 290.00 15.00 6.50

R2 ---- 305.00 290.00 15.00 6.50

O-BP1 0.00 280.84 46.00 234.84 101.77

O-BP2 0.00 280.84 41.00 239.84 103.93




Page 27 of 30

Appendix C


P R E S S U R E S



psi psi

--------------------- ---------------------

75 114.90 R1 6.50

77 113.28 R2 6.50

1 113.15 O-BP1 101.77

73 111.77 29 102.85

3 111.50 31 102.85

V E L O C I T I E S



(ft/s) (ft/s)

--------------------- ---------------------

6 6.94 76 0.11

8 6.94 78 0.19

22 5.63 80 0.26

24 3.73 82 0.33

26 3.73 94 0.61




NODE FLOWRATE NODE

NAME gpm TITLE

--------------------------------------------

R1 2445.52

R2 858.88




================================================================================




Page 28 of 30

Appendix C








-----------------------------------------------------------------------------------------

2 R1 1 1480.31 0.34 0.01 0.67 0.07 0.07

4 1 3 1480.31 0.69 0.02 1.87 0.86 0.84

6 3 5 1480.31 1.19 0.08 4.20 6.50 6.08

8 5 7 1480.31 2.34 0.18 4.20 6.54 6.08

10 7 9 486.39 0.15 0.10 1.38 1.29 0.77

12 9 11 447.39 0.13 0.07 1.27 1.00 0.66

14 11 13 447.39 0.22 0.13 1.27 1.06 0.66

16 13 15 408.39 0.08 0.06 1.16 0.98 0.56

18 15 17 408.39 0.26 0.07 1.16 0.72 0.56

20 17 19 369.39 0.15 0.05 1.05 0.61 0.47

22 19 21 369.39 0.15 0.02 1.05 0.52 0.47

24 23 7 -993.92 0.44 0.00 2.82 2.91 2.91

26 25 23 -993.92 0.03 0.04 2.82 6.61 2.91

28 27 25 -980.72 0.70 0.04 2.78 2.98 2.84

30 21 27 -930.72 0.33 0.07 2.64 3.12 2.57

32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00

34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00

36 29 31 0.00 0.00 0.00 0.00 0.00 0.00

38 29 33 0.00 0.00 0.00 0.00 0.00 0.00

40 33 35 0.00 0.00 0.00 0.00 0.00 0.00

42 33 37 0.00 0.00 0.00 0.00 0.00 0.00

44 37 39 0.00 0.00 0.00 0.00 0.00 0.00

46 37 41 0.00 0.00 0.00 0.00 0.00 0.00

48 41 43 0.00 0.00 0.00 0.00 0.00 0.00

50 43 45 0.00 0.00 0.00 0.00 0.00 0.00

52 45 47 0.00 0.00 0.00 0.00 0.00 0.00

54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00

56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00

58 49 51 -1280.11 2.32 0.06 3.63 4.77 4.65

60 51 53 -1280.11 1.59 0.63 3.63 6.48 4.65

62 55 53 1300.11 1.64 0.65 3.69 6.68 4.78

64 55 57 -1300.11 1.67 0.06 3.69 4.96 4.78

66 57 59 0.00 0.00 0.00 0.00 0.00 0.00

68 57 61 -1300.11 0.77 0.14 3.69 5.64 4.78

70 61 21 -1300.11 0.74 0.06 3.69 5.19 4.78

72 49 63 1266.91 2.46 0.21 3.59 4.95 4.56

74 63 65 1266.91 8.11 0.12 3.59 4.63 4.56

76 65 67 2480.01 3.16 2.44 7.03 27.99 15.81

78 67 69 2454.01 4.54 2.05 6.96 22.49 15.51

80 69 71 928.01 1.50 0.33 2.63 3.13 2.56

82 71 73 -597.99 0.89 0.22 1.70 1.42 1.13

84 73 75 -597.99 4.31 0.69 3.82 9.49 8.18

86 75 77 -604.49 4.40 0.63 3.86 9.53 8.34

88 77 79 -610.99 4.48 0.64 3.90 9.73 8.51

90 65 79 -1213.11 2.19 0.06 3.44 4.31 4.21

92 79 81 -1824.09 23.28 1.04 5.17 9.35 8.95

94 81 R2 -1824.09 1.16 0.01 1.29 0.31 0.31




Page 29 of 30

Appendix C





----------------------------------------------------------------------------------------

BP1 0.00 253.65 240.95 -12.7 75.00 0. 0.0 -1.3 286.8

BP2 0.00 247.18 245.95 0.0 75.00 0. 0.0 -1.4 280.4




gpm ft ft ft psi

------------------------------------------------------------------------------

1 0.00 304.65 43.00 261.65 113.38

3 0.00 303.94 45.00 258.94 112.21

5 0.00 302.67 43.50 259.17 112.31

7 0.00 300.16 44.00 256.16 111.00

9 39.00(2.00) 299.90 45.00 254.90 110.46

11 0.00 299.70 45.00 254.70 110.37

13 39.00(2.00) 299.34 45.00 254.34 110.21

15 0.00 299.21 45.00 254.21 110.16

17 39.00(2.00) 298.88 45.00 253.88 110.01

19 0.00 298.68 45.00 253.68 109.93

21 0.00 298.51 46.00 252.51 109.42

23 0.00 299.71 46.00 253.71 109.94

25 13.20(2.00) 299.65 46.00 253.65 109.91

27 50.00(2.00) 298.91 49.00 249.91 108.29

29 0.00 286.95 43.50 243.45 105.50

31 0.00 286.95 43.50 243.45 105.50

33 0.00 286.95 43.50 243.45 105.50

35 0.00 286.95 43.50 243.45 105.50

37 0.00 286.95 41.50 245.45 106.36

39 0.00 286.95 41.50 245.45 106.36

41 0.00 286.95 40.00 246.95 107.01

43 0.00 286.95 40.00 246.95 107.01

45 0.00 286.95 40.00 246.95 107.01

47 0.00 286.95 41.00 245.95 106.58

49 13.20(2.00) 288.18 41.00 247.18 107.11

51 0.00 290.56 47.00 243.56 105.54

53 20.00(2.00) 292.78 48.00 244.78 106.07

55 0.00 295.06 48.00 247.06 107.06

57 0.00 296.80 48.00 248.80 107.81

59 0.00 296.80 48.00 248.80 107.81

61 0.00 297.70 47.00 250.70 108.64

63 0.00 285.50 38.00 247.50 107.25

65 0.00 277.27 42.00 235.27 101.95

67 26.00(2.00) 271.67 46.00 225.67 97.79

69 1526.00( ** ) 265.08 50.00 215.08 93.20

71 1526.00( ** ) 263.25 44.00 219.25 95.01

73 0.00 264.36 40.00 224.36 97.22

75 6.50(2.00) 269.36 33.00 236.36 102.42

77 6.50(2.00) 274.39 37.00 237.39 102.87

79 0.00 279.51 43.00 236.51 102.49

81 0.00 303.83 56.00 247.83 107.39

I-BP1 0.00 299.65 46.00 253.65 109.91

I-BP2 0.00 288.18 41.00 247.18 107.11

R1 ---- 305.00 290.00 15.00 6.50

R2 ---- 305.00 290.00 15.00 6.50

O-BP1 0.00 286.95 46.00 240.95 104.41

O-BP2 0.00 286.95 41.00 245.95 106.58




Page 30 of 30

Appendix C


P R E S S U R E S



psi psi

--------------------- ---------------------

1 113.38 R1 6.50

5 112.31 R2 6.50

3 112.21 69 93.20

7 111.00 71 95.01

9 110.46 73 97.22

V E L O C I T I E S



(ft/s) (ft/s)

--------------------- ---------------------

76 7.03 2 0.67

78 6.96 20 1.05

92 5.17 22 1.05

6 4.20 16 1.16

8 4.20 18 1.16




NODE FLOWRATE NODE

NAME gpm TITLE

--------------------------------------------

R1 1480.31

R2 1824.09




***** HYDRAULIC ANALYSIS COMPLETED *****

S

A

N

L

U

IS

R

E

Y

R

IV

E

R

S

A

N

L

U

I

S

R

E

Y

R

I

V

E

R

AutoCAD SHX Text

N

AutoCAD SHX Text

HIGHWAY 76

AutoCAD SHX Text

FOUSSAT

AutoCAD SHX Text

RD

AutoCAD SHX Text

MISSION AVE

AutoCAD SHX Text

FOUSSAT RD

AutoCAD SHX Text

0

AutoCAD SHX Text

300

AutoCAD SHX Text

FEET

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

HIGHWAY 76

AutoCAD SHX Text

FIRESIDE ST

AutoCAD SHX Text

HERITAGE ST

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

LEGEND EXISTING PUBLIC WATER SYSTEM PROPOSED PUBLIC WATER SYSTEM PROPOSED PRIVATE FIRE PROTECTION SYSTEM PROPOSED PRIVATE FIRE HYDRANT COMPUTER MODEL NODE NUMBER COMPUTER MODEL PIPE NUMBER

AutoCAD SHX Text

1

AutoCAD SHX Text

4

AutoCAD SHX Text

R1

AutoCAD SHX Text

1

AutoCAD SHX Text

81

AutoCAD SHX Text

R2

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

7

AutoCAD SHX Text

9

AutoCAD SHX Text

11

AutoCAD SHX Text

13

AutoCAD SHX Text

15

AutoCAD SHX Text

17

AutoCAD SHX Text

19

AutoCAD SHX Text

21

AutoCAD SHX Text

23

AutoCAD SHX Text

25

AutoCAD SHX Text

27

AutoCAD SHX Text

BP1

AutoCAD SHX Text

29

AutoCAD SHX Text

31

AutoCAD SHX Text

33

AutoCAD SHX Text

35

AutoCAD SHX Text

37

AutoCAD SHX Text

39

AutoCAD SHX Text

41

AutoCAD SHX Text

43

AutoCAD SHX Text

45

AutoCAD SHX Text

47

AutoCAD SHX Text

BP2

AutoCAD SHX Text

49

AutoCAD SHX Text

51

AutoCAD SHX Text

53

AutoCAD SHX Text

55

AutoCAD SHX Text

57

AutoCAD SHX Text

59

AutoCAD SHX Text

61

AutoCAD SHX Text

63

AutoCAD SHX Text

65

AutoCAD SHX Text

67

AutoCAD SHX Text

69

AutoCAD SHX Text

71

AutoCAD SHX Text

73

AutoCAD SHX Text

75

AutoCAD SHX Text

77

AutoCAD SHX Text

79

AutoCAD SHX Text

2

AutoCAD SHX Text

EX.30"

AutoCAD SHX Text

4

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

6

AutoCAD SHX Text

12"

AutoCAD SHX Text

8

AutoCAD SHX Text

12"

AutoCAD SHX Text

12

AutoCAD SHX Text

12"

AutoCAD SHX Text

14

AutoCAD SHX Text

12"

AutoCAD SHX Text

16

AutoCAD SHX Text

12"

AutoCAD SHX Text

18

AutoCAD SHX Text

12"

AutoCAD SHX Text

20

AutoCAD SHX Text

12"

AutoCAD SHX Text

22

AutoCAD SHX Text

12"

AutoCAD SHX Text

10

AutoCAD SHX Text

12"

AutoCAD SHX Text

24

AutoCAD SHX Text

12"

AutoCAD SHX Text

26

AutoCAD SHX Text

12"

AutoCAD SHX Text

28

AutoCAD SHX Text

12"

AutoCAD SHX Text

30

AutoCAD SHX Text

12"

AutoCAD SHX Text

32

AutoCAD SHX Text

10"

AutoCAD SHX Text

34

AutoCAD SHX Text

10"

AutoCAD SHX Text

40

AutoCAD SHX Text

8"

AutoCAD SHX Text

36

AutoCAD SHX Text

8"

AutoCAD SHX Text

38

AutoCAD SHX Text

10"

AutoCAD SHX Text

42

AutoCAD SHX Text

10"

AutoCAD SHX Text

44

AutoCAD SHX Text

8"

AutoCAD SHX Text

46

AutoCAD SHX Text

10"

AutoCAD SHX Text

48

AutoCAD SHX Text

10"

AutoCAD SHX Text

50

AutoCAD SHX Text

10"

AutoCAD SHX Text

52

AutoCAD SHX Text

10"

AutoCAD SHX Text

54

AutoCAD SHX Text

10"

AutoCAD SHX Text

56

AutoCAD SHX Text

10"

AutoCAD SHX Text

58

AutoCAD SHX Text

12"

AutoCAD SHX Text

60

AutoCAD SHX Text

12"

AutoCAD SHX Text

62

AutoCAD SHX Text

12"

AutoCAD SHX Text

64

AutoCAD SHX Text

12"

AutoCAD SHX Text

66

AutoCAD SHX Text

8"

AutoCAD SHX Text

68

AutoCAD SHX Text

12"

AutoCAD SHX Text

70

AutoCAD SHX Text

12"

AutoCAD SHX Text

72

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

74

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

76

AutoCAD SHX Text

12"

AutoCAD SHX Text

78

AutoCAD SHX Text

12"

AutoCAD SHX Text

80

AutoCAD SHX Text

12"

AutoCAD SHX Text

82

AutoCAD SHX Text

12"

AutoCAD SHX Text

84

AutoCAD SHX Text

EX.8"

AutoCAD SHX Text

86

AutoCAD SHX Text

EX.8"

AutoCAD SHX Text

88

AutoCAD SHX Text

EX.8"

AutoCAD SHX Text

92

AutoCAD SHX Text

EX.12"

AutoCAD SHX Text

94

AutoCAD SHX Text

EX.24"

AutoCAD SHX Text

90

AutoCAD SHX Text

EX.8"

AutoCAD SHX Text

EXHIBIT A

AutoCAD SHX Text

NODE AND PIPE DIAGRAM

AutoCAD SHX Text

OCEAN KAMP

AutoCAD SHX Text

\\ARTIC\DWG\921003\REPORTS\PCO_WTR_EXHIBIT-A_N&P.DWG 03-13-20 14:11:02 LAYOUT: LAYOUT

muyeda

Callout

UPDATE METER LOCATIONS AND PRIVATE AND PUBLIC MAINS

muyeda

Arrow

muyeda

Highlight

muyeda

Highlight

muyeda

Highlight

muyeda

Highlight

muyeda

Highlight

muyeda

Highlight

DEXTER WILSON ENGINEERING, INC.

Documents

Transcript of DEXTER WILSON ENGINEERING, INC.