HomeMy WebLinkAboutFire Flow Report P.O.Box 9253,College Station,TX 77$42
MEOff/Fax: (979)690-0329
C.orisu/-rt E ine-ers email.civil@rmengineer.corn
February 15,2008
Josh Norton,E.I.T.
Graduate Engineer
City of College Station
1101 Texas Avenue South
College Station,TX 77842
RE: Fire Flow Report for A&M Super Storage @ Wellborn
4000 Greens Prairie Road West,College Station, TX
RME No.213-0304
Josh Norton:
A fire flow test was performed in accordance with National Fire Prevention Association (NFPA)
Standard 291, Chapter 4, for the above referenced project, on February 15, 2008. The results of
this test are shown on the attached data sheet, and are sufficient to meet the City of College
Stationminimum design standards for fire flow requirements.
Please call should you have any questions.
Sincerely, .4,`, .
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Rabon A.Metcalf, P.E., 88583
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Adam J. Bru baugh, E.I.T.
adam@rmengineer.com
CD 1-213-0304-L IS Page I of 1
FIRE FLOW TEST REPORT
Date February 15, 2008
Location A&M Super Storage at Wellborn
Flow Hydrant#1 Desc. j-ik/ )1,71.1167--Gr (ZNG- . or A*m skipEre s72,12466-;
ter.9,. &Oc C A..
Nozzle size 2.5
Pitot Reading 5
GPM 12.50
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D! A *m St.Pg2 577)(06, Lor 1., I'ac K.L.
Nozzle size 2.5
Pitot Reading 5
GPM 1250
Static Hydrant Desc. ` i m57 1 aG N-Yb2AAIT / 5i4.176(2 6,3 /N&S GT.
Static PSI (oto
Residual PSI (05
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Signature, le Date
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Signature, itle Date
'1"---- RME Consulting Engineers
POST OFFICE BOX 9253
COLLEGE STATION,TEXAS 77842
OFF/FAX: (979)690-0329
Co` "lti"1 E Ing ers E-mail: civil@rmengineer.com
P.O.Box 9253,College Station,TX 77842
MEOff/Fax:(979)690-0329
--.r Consu/ti 5 Engineers email: civil@rmengineer.com
November 19,2007
Development Services
City of College Station
1101 Texas Avenue South
College Station,TX 77842
RE: A&M Super Storage @ Wellborn—Acknowledgement of City Standards
College Station E.T.d.,Brazos County,TX
RME No.213-0304
To Whom It May Concern:
The purpose of this letter is to acknowledge that the construction plans for the water line
improvements,for the above referenced project,to the best of my knowledge do not deviate from
the latest B/CS Design Guideline Manual except were specified below.
1. Gate valves and boxes are not shown to be installed along the main line (16" water line)
at the two tees for the two fire hydrants. Only the branch line, at these two tees,is shown
to have gate valves. This deviation to the B/CS DGM is per the direction and approval
of Mr.Stephen Cast,manager of the Wellborn S.U.D.
I also acknowledge, to the best of my knowledge that the details provided in the construction
plans are in accordance with the B/CS Standard Details.
Please do not hesitate to call if you have any questions.
Sincerely, lE OF T0000; �1�
••. I •. t)
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RabonA.Mete. f P.E. •••• ••• •• ••••••••�
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CD1-213-0304-L10 Page l of 1
P.O.Box 9253,College Station,TX 77842
MEOff/Fax: (979) 690-0329
C.onSuttitly EnyineerS email:civil@rmengineer.com
November 7,2007
Josh Norton, E.I.T.
Graduate Engineer
City of College Station
1101 Texas Avenue South
College Station,TX 77842
RE: Fire Flow Analysis for A&M Super Storage @ Wellborn—Revision No. 1
4000 Greens Prairie Road West,College Station,TX
RME No. 213-0304
Josh Norton:
There is sufficient capacity in the existing water distribution system to support the above
referenced development. This development's water line improvements were integrated into the
KYPIPE hydraulic model, generated by this office, for the modeling efforts of the master
planned community of Creek Meadows. This hydraulic model is attached and contains pipe
distribution modeling within the Wellborn SUD system from Royder Road to Wellborn Oaks
and from Greens Prairie Road West to Greens Prairie Trail which will also include the District's
elevated storage tank.
The existing and proposed improvements, and requirements, for fire flows are summarized
below:
❖ The subject property has accessibility to existing public water for both domestic and fire
use at the following locations:
o Existing 16" PVC public water line located in an existing 16' PUE, along the
right-of-way line of Greens Prairie Road West will be relocated (approximately
200 linear feet) into a new 20' PUE required for the dedication of ROW along
Greens Prairie Road West. This relocated water line is called P-60 in the
KYPIPE hydraulic analysis;
o The proposed/relocated 16" PVC public water line will accommodate fire flows
to two (2) new fire hydrants set within the property These two hydrants are
labeled FH-101 and FH-102 in the KYPIPE model;
o Fire hydrant FH-101 will be installed at the end of a new 8" PVC public water
line. This new water line is called P-62 in the KYPIPE hydraulic analysis;
o Flow tests were obtained from the Wellborn S.UD. from a fire hydrant was
installed along the 12" PVC water line that is located on the east side of Greens
CD1-213-0304-L09 Page 1 of 3
0 (CY)033
l—o4°t -o7
c? :SS Ac
A&M Super Storage @ Wellborn
MEFire Flow Analysis-Revision No.1
,,,,Consul-tiny Engineers November 7,2007
Prairie Trail. Since the time of the original flow test the fire hydrant has been
removed and an 8" waterline extension has been installed. This flow test was
conducted on December 28, 2006 by Wellborn S.U.D. by Mr. Steven Cast and
witnessed by this office. The flow data is summarized below in Table #1 —Flow
Test Data.
TABLE#1
FLOW TEST DATA
Flow Pilot Static Fire Static Residual
Hydrant Reading Flow Hydrant Pressure Pressure
No. Location (psi) (gpm) No. (psi) (psi)
FH"A" Greens Prairie Trail 67 1360 Res. 74 70
Note: The reported flow is from the 2.5"nozzle of the identified flow hydrant;
❖ Fire Flow requirements and results:
o Commercial fire hydrants will be analyzed to provide a fire flow of 2,500 gpm.
This flow may be split between two hydrant so long as they are within 600' of one
another;
o During fire flow conditions,the proposed system and adjacent infrastructure must
provide the required fire flow with a minimum residual pressure of 20 psi;
o At all analyzed conditions, no water line shall have a velocity greater than 12 fps
in both existing and proposed mains;
o Utilizing the KYP1PE model, mentioned above, fire flow requirements for the
proposed water system improvements were determined to adequately meet or
positively exceed the minimum design standards. Resulting summary information
for the fire flow scenario is illustrated below in Table #2 — Water System
Summary and identifies the"worse-case" location in the water distribution system
(lowest pressure node or highest velocity in pipe). The entire water system model
is fully contained with the KYPIPE Hydraulic Analysis Data.
TABLE#2
WATER SYSTEM SUMMARY
PIPE DATE NODE DATA
Residual
Fire Flow KYPIPE Pipe Size Flow Velocity Node Pressure
Scenerio Name (in) (gpm) (fps) Name (psi)
FIRE FLOW CONDITIONS
1 P-62 1 8 1250.00 7.98 I F-101 I 62.31
CD1-213-0304-L09 Page 2 of 3
A&M Super Storage @ Wellborn
MEFire Flow Analysis-Revision No.1
>,axGonsutrincr Engineer's November 7,2007
,
Fire Flow Scenario:
o 1,250 gpm from FH-101 &FH-102;
Please call should you have any questions or require assistance.
Sincerely, =s9 to; OF F
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�. .r.•.• V. METC
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Rabon A. Metcalf, P ,:?:;••,•A o ��'
rabon@rmengineer.coa
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NG®
CD1-213-0304-L09 Page 3 of 3
* * * * * * * * * * K Y P I P E 4 * * * * * * * * * *
* *
* University of Kentucky Network Modeling Software *
*
* Copyrighted by KYPIPE LLC *
* Version 3 - 11/01/2005 *
* *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Date & Time: Wed Nov 07 07:14:48 2007
INPUT DATA FILENAME C:\Users\user\RME\Projects\213-03-1\ENGINE-1\0304W1RB.DT2
TABULATED OUTPUT FILENAME C:\Users\user\RME\Projects\213-03-1\ENGINE-1\0304W1RB.OT2
POSTPROCESSOR RESULTS FILENAME C:\Users\user\RME\Projects\213-03-1\ENGINE-1\0304W1RB.RS2
************************************************
SUMMARY OF ORIGINAL DATA
************************************************
UNITS SPECIFIED
FLOWRATE = gallons/minute
HEAD (HGL) = feet
PRESSURE = psig
PIPELINE DATA
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR
N AME #1 #2 (ft) (in) COEFF. LOSS COEFF.
P-1 R-1 J-1 500.00 16.00 139.4518 0.74
P-10 FH-1 J-4 291.00 8.00 139.4518 0.00
P-11 J-7 J-8 162.00 3.00 139.0000 0.00
P-12 J-5 J-9 308.00 6.00 139.0000 6.00
P-13 J-9 FH-2 108.00 6.00 139.4518 0.74
P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31
P-15 FH-4 J-3 291.00 8.00 139.4518 0.00
P-16 J-6 J-11 1670.00 16.00 139.4518 0.00
P-17 J-11 1-12 1320.00 12.00 139.4518 0.74
P-18 J-12 J-13 459.00 8.00 139.4518 1.14
P-19 J-13 FH-7 126.00 8.00 139.4518 6.00
P-2 J-1 J-35 200.00 16.00 139.4518 3.57
2-20 J-13 FH-16 338.00 8.00 139.4518 3.57
2-21 J-14 J-10 146.00 3.00 139.0000 0.00
2-22 J-14 FH-5 68.00 8.00 139.4518 0.40
2-23 FH-5 FH-14 216.00 8.00 139.4518 0.74
P-24 FH-14 J-16 141.00 8.00 139.4518 0.74
P-25 J-16 FH-6 157.00 8.00 139.4518 0.00
P-26 FH-14 J-17 261.00 3.00 139.0000 0.00
2-27 J-16 J-18 304.00 3.00 139.0000 0.00
P-28 FH-7 FH-15 400.00 8.00 139.4518 0.74
P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74
2-3 J-3 J-2 195.00 16.00 139.4518 0.74
2-30 FH-8 J-20 176.00 6.00 139.4518 0.00
P-31 FH-15 J-21 328.00 6.00 139.4518 0.74
P-32 J-21 3-22 219.00 3.00 139.0000 0.00
2-33 J-21 FH-9 205.00 6.00 139.4518 0.00
2-34 FH-9 FH-13 541.00 8.00 139.4518 9.91
2-35 FH-13 J-23 382.00 8.00 139.4518 6.74
2-36 FH-13 FH-10 602.00 8.00 139.4518 9.74
2-37 FH-10 J-25 136.00 3.00 139.0000 0.00
P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74
P-39 FH-11 3-26 267.00 3.00 139.0000 0.00
p-4 J-3 J-4 294.00 16.00 139.4518 0.74
P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00
P-41 FH-12 J-28 145.00 3.00 139.0000 0.00
P-42 J-23 3-1 2842.00 4.00 139.0000 0.00
P-43 J-12 J-27 1933.00 12.00 139.0000 0.00
P-44 J-27 3-23 1640.00 4.00 139.0000 0.00
P-45 J-11 R-2 500.00 16.00 139.4518 0.00
P-46 FH-16 3-14 336.00 8.00 139.4518 0.00
P-47 FH-11 FH-1A 175.00 8.00 139.0000 0.74
P-48 FH-1A 3-15 245.00 3.00 139.0000 0.74
P-49 FH-1A J-19 322.00 6.00 139.0000 0.74
P-5 J-4 3-6 1207.00 16.00 139.4518 2.24
P-50 J-19 J-24 104.00 3.00 139.0000 0.00
P-51 3-19 FH-2A 399.00 6.00 139.0000 0.17
P-52 FH-1A FH-3A 473.00 8.00 139.0000 0.17
P-53 FH-3A J-29 379.00 3.00 139.0000 0.74
P-54 FH-3A 3-30 112.00 8.00 139.0000 0.57
P-55 FH-3A J-31 387.00 6.00 139.0000 0.00
P-56 3-31 FH-2A 197.20 6.00 139.0000 0.74
P-57 3-31 FH-4A 387.87 6.00 139.0000 1.14
P-58 FH-4A J-32 99.00 8.00 139.0000 0.00
P-59 FH-4A 3-34 275.00 8.00 139.0000 0.74
P-6 J-6 J-5 118.00 6.00 139.4518 0.91 Ulla, N6111:4
��N
P-60 J-35 FH-102 200.00 16.00 139.4518 1.14
P-61 FH-102 3-2 1400.00 16.00 139.4518 0.00 �, ��M
P-62 J-35 F-101 200.00 8.00 125.0000 0.57
P-7 J-5 FH-3 151.00 8.00 139.4518 0.40
P-8 FH-3 3-7 412.00 8.00 139.4518 0.74
P-9 J-7 FH-1 228.00 8.00 139.4518 0.40
END NODE DATA
NODE NODE EXTERNAL JUNCTION EXTERNAL
NAME TITLE DEMAND ELEVATION GRADE
(gPm) (ft) (ft)
F-101 F-101 1250.00 345.00 41000SO ea
FH-1 0.00 333.00
FH-10 0.00 308.00
FH-102 FH-102 1250.00 343.0 0 �� WT S
FH-11 0.00 313.00
FH-12 0.00 313.00
FH-13 16.50 305.00
FH-14 0.00 315.00
FH-15 13.50 306.00
FH-16 0.00 307.00
FH-1A 0.00 316.00
FH-2 0.00 333.00
FH-2A 21.00 316.00
FH-3 0.00 326.00
FH-3A 0.00 320.00
FH-4 0.00 333.00
FH-4A 0.00 318.00
FH-5 0.00 313.00
FH-6 0.00 316.00
FH-7 0.00 309.00
FH-8 0.00 303.00
FH-9 0.00 307.00
J-1 0.00 342.00
J-2 0.00 340.00
J-3 6.00 339.00
J-4 10.50 339.00
J-5 16.50 327.00
J-6 0.00 328.00
J-7 7.50 330.00
J-8 6.00 329.00
J-9 21.00 323.00
J-10 10.50 312.00
J-11 0.00 311.00
J-12 0.00 305.00
J-13 0.00 307.00
J-14 12.00 314.00
J-15 15.00 318.00
J-16 4.50 315.00
J-17 10.50 314.00
J-18 13.50 313.00
J-19 15.00 313.00
J-20 7.50 302.00
J-21 18.00 309.00
J-22 12.00 310.00
J-23 0.00 305.00
J-24 4.50 312.00
J-25 6.00 304.00
J-26 18.00 309.00
J-27 0.00 295.00
J-28 36.00 311.00
J-29 22.50 322.00
J-30 0.00 322.00
J-31 28.50 318.00
J-32 3.00 320.00
J-34 0.00 318.00
J-35 J-35 0.00 343.00
R-1 Wellborn Ele ---- 342.00 497.00
R-2 Flow Test ---- 311.00 497.00
O UTPUT OPTION DATA
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S YSTEM CONFIGURATION
NUMBER OF PIPES (p) = 62
NUMBER OF END NODES (j) = 56
NUMBER OF PRIMARY LOOPS (1) = 5
NUMBER OF SUPPLY NODES (f) = 2
NUMBER OF SUPPLY ZONES (z) = 1
Case: 0
RESULTS OBTAINED AFTER 8 TRIALS: ACCURACY = 0.00000
S IMULATION DESCRIPTION (LABEL)
M.D.W. Centre - Phase One
P IPELINE RESULTS
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N AME #1 #2 LOSS LOSS VELO. 1000 1000
(gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft)
P-i R-1 3-1 1820.47 0.83 0.10 2.90 1.86 1.66
P-10 FH-1 3-4 54.92 0.02 0.00 0.35 0.07 0.07
P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15
2-12 3-5 3-9 49.54 0.08 0.03 0.56 0.35 0.25
2-13 3-9 FH-2 28.54 0.01 0.00 0.32 0.10 0.09
P-14 FH-2 FH-4 28.54 0.07 0.00 0.32 0.09 0.09
2-15 FH-4 J-3 28.54 0.01 0.00 0.18 0.02 0.02
2-16 3-11 3-6 773.88 0.57 0.00 1.23 0.34 0.34
2-17 J-11 3-12 261.15 0.24 0.01 0.74 0.19 0.19
2-18 3-12 3-13 220.81 0.45 0.04 1.41 1.05 0.98
2-19 3-13 FH-7 169.81 0.08 0.11 1.08 1.47 0.60
P-2 3-1 J-35 1793.62 0.32 0.45 2.86 3.89 1.62
P-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06
P-21 3-14 3-10 10.50 0.06 0.00 0.48 0.41 0.41
2-22 J-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02
P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02
P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01
P-25 3-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00
2-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41
P-27 J-16 3-18 13.50 0.20 0.00 0.61 0.66 0.66
P-28 FH-7 FH-15 169.81 0.24 0.01 1.08 0.64 0.60
2-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01
P-3 J-3 J-2 706.38 0.06 0.01 1.13 0.36 0.29
P-30 FH-8 3-20 7.50 0.00 0.00 0.09 0.01 0.01
2-31 FH-15 J-21 148.81 0.63 0.03 1.69 2.01 1.91
2-32 J-21 3-22 12.00 0.12 0.00 0.54 0.53 0.53
2-33 J-21 FH-9 118.81 0.26 0.00 1.35 1.26 1.26
2-34 FH-9 FH-13 118.81 0.17 0.09 0.76 0.47 0.31
P-35 3-23 FH-13 67.19 0.04 0.02 0.43 0.16 0.11
P-36 FH-13 FH-10 169.50 0.36 0.18 1.08 0.89 0.60
P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15
P-38 FH-10 FH-11 163.50 0.19 0.01 1.04 0.60 0.56
P-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12
2-4 J-4 J-3 683.84 0.08 0.01 1.09 0.32 0.27
2-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03
2-41 FH-12 3-28 36.00 0.59 0.00 1.63 4.06 4.06
2-42 3-1 J-23 26.85 1.65 0.00 0.69 0.58 0.58
2-43 J-12 3-27 40.34 0.01 0.00 0.11 0.01 0.01
2-44 J-27 3-23 40.34 2.03 0.00 1.03 1.24 1.24
P-45 R-2 J-11 1035.03 0.29 0.00 1.65 0.58 0.58
2-46 FH-16 J-14 51.00 0.02 0.00 0.33 0.06 0.06
P-47 FH-11 FH-1A 109.50 0.05 0.01 0.70 0.30 0.27
2-48 FH-1A J-15 15.00 0.20 0.01 0.68 0.82 0.80
P-49 FH-1A 3-19 40.25 0.05 0.00 0.46 0.18 0.17
2-5 3-6 3-4 639.42 0.29 0.04 1.02 0.27 0.24
P-50 3-19 J-24 4.50 0.01 0.00 0.20 0.09 0.09
P-51 3-19 FH-2A 20.75 0.02 0.00 0.24 0.05 0.05
P-52 FH-1A FH-3A 54.25 0.03 0.00 0.35 0.07 0.07
P-53 FH-3A 3-29 22.50 0.64 0.01 1.02 1.73 1.70
P-54 FH-3A 3-30 0.00 0.00 0.00 0.00 0.00 0.00
2-55 FH-3A 3-31 31.75 0.04 0.00 0.36 0.11 0.11
2-56 J-31 FH-2A 0.25 0.00 0.00 0.00 0.00 0.00
2-57 3-31 FH-4A 3.00 0.00 0.00 0.03 0.00 0.00
2-58 FH-4A 3-32 3.00 0.00 0.00 0.02 0.00 0.00
P-59 FH-4A 3-34 0.00 0.00 0.00 0.00 0.00 0.00
2-6 3-6 3-5 134.46 0.19 0.03 1.53 1.86 1.58
2-60 3-35 FH-102 543.62 0.04 0.01 0.87 0.24 0.18
2-61 J-2 FH-102 706.38 0.40 0.00 1.13 0.29 0.29 _`N
P-62 J-35 F-101 1250.00 5.94 0.56 7.98 32.51 29.70 E+�� a��.
P-7 3-5 FH-3 68.42 0.02 0.00 0.44 0.12 0.11
2-8 FH-3 J-7 68.42 0.05 0.00 0.44 0.12 0.11
2-9 3-7 FH-1 54.92 0.02 0.00 0.35 0.08 0.07
END NODE RESULTS
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
(gpm) (ft) (ft) (ft) (psi)
F-101 F-101 1250.00 488.79 345.00 143.79 62.31 410° 1:411 0114011114111
FH-1 0.00 495.63 333.00 162.83 70.56
FH-10 0.00 493.82 308.00 185.82 80.52
FH-102 FH-102 1250.00 495.24 343.00 152.24 65.97
FH-11 0.00 493.62 313.00 180.62 78.27
FH-12 0.00 493.60 313.00 180.60 78.26
FH-13 16.50 494.36 305.00 189.36 82.06
FH-14 0.00 495.92 315.00 180.92 78.40
FH-15 13.50 495.53 306.00 189.53 82.13
FH-16 0.00 495.95 307.00 188.95 81.88
FH-1A 0.00 493.57 316.00 177.57 76.94
FH-2 0.00 495.80 333.00 162.80 70.55
FH-2A 21.00 493.49 316.00 177.49 76.91
FH-3 0.00 495.90 326.00 169.90 73.62
FH-3A 0.00 493.53 320.00 173.53 75.20
FH-4 0.00 495.73 333.00 162.73 70.51
FH-4A 0.00 493.49 318.00 175.49 76.04
FH-5 0.00 495.92 313.00 182.92 79.27
FH-6 0.00 495.91 316.00 179.91 77.96
FH-7 0.00 495.79 309.00 186.79 80.94
FH-8 0.00 495.53 303.00 192.53 83.43
FH-9 0.00 494.62 307.00 187.62 81.30
J-1 0.00 496.07 342.00 154.07 66.76
J-2 0.00 495.65 340.00 155.65 67.45
J-3 6.00 495.72 339.00 156.72 67.91
J-4 10.50 495.81 339.00 156.81 67.95
J-5 16.50 495.92 327.00 168.92 73.20
J-6 0.00 496.14 328.00 168.14 72.86
J-7 7.50 495.85 330.00 165.85 71.87
J-8 6.00 495.83 329.00 166.83 72.29
J-9 21.00 495.81 323.00 172.81 74.88
J-10 10.50 495.86 312.00 183.86 79.67
J-11 0.00 496.71 311.00 185.71 80.47
J-12 0.00 496.46 305.00 191.46 82.96
J-13 0.00 495.97 307.00 188.97 81.89
J-14 12.00 495.92 314.00 181.92 78.83
J-15 15.00 493.36 318.00 175.36 75.99
J-16 4.50 495.91 315.00 180.91 78.40
J-17 10.50 495.81 314.00 181.81 78.78
J-18 13.50 495.71 313.00 182.71 79.18
3-19 15.00 493.51 313.00 180.51 78.22
J-20 7.50 495.53 302.00 193.53 83.86
J-21 18.00 494.87 309.00 185.87 80.55
J-22 12.00 494.76 310.00 184.76 80.06
J-23 0.00 494.42 305.00 189.42 82.08
3-24 4.50 493.50 312.00 181.50 78.65
J-25 6.00 493.80 304.00 189.80 82.25
J-26 18.00 493.32 309.00 184.32 79.87
J-27 0.00 496.45 295.00 201.45 87.29
J-28 36.00 493.01 311.00 182.01 78.87
J-29 22.50 492.87 322.00 170.87 74.05
J-30 0.00 493.53 322.00 171.53 74.33
J-31 28.50 493.49 318.00 175.49 76.04
J-32 3.00 493.49 320.00 173.49 75.18
J-34 0.00 493.49 318.00 175.49 76.04
J-35 J-35 0.00 495.29 343.00 152.29 65.99
R-i Wellborn Ele ---- 497.00 342.00 155.00 67.17
R-2 Flow Test ---- 497.00 311.00 186.00 80.60
SUMMARY OF INFLOWS AND OUTFLOWS
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME (gpm) TITLE
R-1 1820.47 Wellborn Ele
R-2 1035.03 Flow Test
NET SYSTEM INFLOW = 2855.50
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 2855.50
***** HYDRAULIC ANALYSIS COMPLETED *****
P.O.Box 9253,College Station,TX 77842
MEOff/Fax: (979) 690-0329
y ,
Consulting Enyinee.rs email:civil@rmengineer.corn
November 7, 2007
Josh Norton, E.I.T.
Graduate Engineer
City of College Station
1101 Texas Avenue South
College Station,TX 77842
RE: Fire Flow Analysis for A&M Super Storage @ Wellborn—Revision No. 1
4000 Greens Prairie Road West,College Station,TX
RME No.213-0304
Josh Norton:
There is sufficient capacity in the existing water distribution system to support the above
referenced development. This development's water line improvements were integrated into the
KYPIPE hydraulic model, generated by this office, for the modeling efforts of the master
planned community of Creek Meadows. This hydraulic model is attached and contains pipe
distribution modeling within the Wellborn SUD system from Royder Road to Wellborn Oaks
and from Greens Prairie Road West to Greens Prairie Trail which will also include the District's
elevated storage tank.
The existing and proposed improvements, and requirements, for fire flows are summarized
below:
❖ The subject property has accessibility to existing public water for both domestic and fire
use at the following locations:
o Existing 16" PVC public water line located in an existing 16' PUE, along the
right-of-way line of Greens Prairie Road West will be relocated (approximately
200 linear feet) into a new 20' PUE required for the dedication of ROW along
Greens Prairie Road West. This relocated water line is called P-60 in the
KYPIPE hydraulic analysis;
o The proposed/relocated 16" PVC public water line will accommodate fire flows
to two (2) new fire hydrants set within the property These two hydrants are
labeled FH-101 and FH-102 in the KYPIPE model;
o Fire hydrant FH-101 will be installed at the end of a new 8" PVC public water
line. This new water line is called P-62 in the KYPIPE hydraulic analysis;
o Flow tests were obtained from the Wellborn S.UD. from a fire hydrant was
installed along the 12" PVC water line that is located on the east side of Greens
CD1-213-0304-L09 Page
1
of 3
V 1.'
toco3a
-o-z-cn
q :cs -PC
A&M Super Storage @ Wellborn
PIEFire Flow Analysis—Revision No.1
Consul-tiny Eny neei^s November 7,2007
Prairie Trail. Since the time of the original flow test the fire hydrant has been
removed and an 8" waterline extension has been installed. This flow test was
conducted on December 28, 2006 by Wellborn S.U.D. by Mr. Steven Cast and
witnessed by this office. The flow data is summarized below in Table #1 —Flow
Test Data.
TABLE #1
FLOW TEST DATA
Flow Pilot Static Fire Static Residual
Hydrant Reading Flow Hydrant Pressure Pressure
No. Location (psi) (gpm) No. (psi) (psi)
FH"A" Greens Prairie Trail 67 1360 Res. 74 70
Note: The reported flow is from the 2.5"nozzle of the identified flow hydrant;
❖ Fire Flow requirements and results:
o Commercial fire hydrants will be analyzed to provide a fire flow of 2,500 gpm.
This flow may be split between two hydrant so long as they are within 600' of one
another;
o During fire flow conditions, the proposed system and adjacent infrastructure must
provide the required fire flow with a minimum residual pressure of 20 psi;
o At all analyzed conditions, no water line shall have a velocity greater than 12 fps
in both existing and proposed mains;
o Utilizing the KYPIPE model, mentioned above, fire flow requirements for the
proposed water system improvements were determined to adequately meet or
positively exceed the minimum design standards. Resulting summary information
for the fire flow scenario is illustrated below in Table #2 — Water System
Summary and identifies the"worse-case" location in the water distribution system
(lowest pressure node or highest velocity in pipe). The entire water system model
is fully contained with the KYPIPE Hydraulic Analysis Data.
TABLE #2
WATER SYSTEM SUMMARY
PIPE DATE NODE DATA
Residual
Fire Flow KYPIPE Pipe Size Flow Velocity Node Pressure
Scenerio Name (in) (gpm) (fps) Name (psi)
FIRE FLOW CONDITIONS
1 P-62 I 8 1250.00 7.98 I F-101 I 62.31
CD 1-213-0304-L09 Page 2 of 3
A&M Super Storage @Wellborn
e........._
MEFire Flow Analysis-Revision No.1
C onsulttn9 Eny net's November 7,2007
Fire Flow Scenario:
o 1,250 gpm from FH-101 &FH-102;
Please call should you have any questions or require assistance.
Sincerely, Agrav.9�,�s e OF•: @`it
•
. , - 11VAIV.......I •••.•••••••/__..,._... ..., ,,,,. .
90.• ,it 5.3 Q•
Rabon A. Metcalf, 13' ,� o.
ration@rmengineer.co 4.-. NG��a�•/
•
CD1-213-0304-L09 Page 3 of 3
* * * * * * * * * * K Y P I P H 4 * * * * * * * * * *
* *
* University of Kentucky Network Modeling Software
* Copyrighted by KYPIPE LLC *
* Version 3 - 11/01/2005 *
* *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Date & Time: Wed Nov 07 07:14:48 2007
INPUT DATA FILENAME C:\Users\user\RME\Projects\213-03-1\ENGINE-1\0304W1RB.DT2
TABULATED OUTPUT FILENAME C:\Users\user\RME\Projects\213-03-1\ENGINE-1\0304W1RB.OT2
POSTPROCESSOR RESULTS FILENAME C:\Users\user\RME\Projects\213-03-1\ENGINE-1\0304W1RB.RS2
************************************************
SUMMARY OF ORIGINAL DATA
************************************************
UNITS SPECIFIED
FLOWRATE = gallons/minute
HEAD (HGL) = feet
PRESSURE = psig
PIPELINE DATA
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR
N AME #1 #2 (ft) (in) COEFF. LOSS COEFF.
P-1 R-1 J-1 500.00 16.00 139.4518 0.74
P-10 FH-1 J-4 291.00 8.00 139.4518 0.00
P-11 J-7 J-8 162.00 3.00 139.0000 0.00
P-12 J-5 J-9 308.00 6.00 139.0000 6.00
P-13 J-9 FH-2 108.00 6.00 139.4518 0.74
P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31
P-15 FH-4 J-3 291.00 8.00 139.4518 0.00
P-16 J-6 J-11 1670.00 16.00 139.4518 0.00
P-17 J-11 J-12 1320.00 12.00 139.4518 0.74
P-18 J-12 J-13 459.00 8.00 139.4518 1.14
P-19 J-13 FH-7 126.00 8.00 139.4518 6.00
P-2 J-1 J-35 200.00 16.00 139.4518 3.57
P-20 J-13 FH-16 338.00 8.00 139.4518 3.57
P-21 J-14 J-10 146.00 3.00 139.0000 0.00
P-22 J-14 FH-5 68.00 8.00 139.4518 0.40
P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74
P-24 FH-14 J-16 141.00 8.00 139.4518 0.74
P-25 J-16 FH-6 157.00 8.00 139.4518 0.00
P-26 FH-14 J-17 261.00 3.00 139.0000 0.00
P-27 J-16 J-18 304.00 3.00 139.0000 0.00
P-28 FH-7 FH-15 400.00 8.00 139.4518 0.74
P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74
P-3 J-3 J-2 195.00 16.00 139.4518 0.74
P-30 FH-8 J-20 176.00 6.00 139.4518 0.00
P-31 FH-15 J-21 328.00 6.00 139.4518 0.74
P-32 J-21 J-22 219.00 3.00 139.0000 0.00
P-33 J-21 FH-9 205.00 6.00 139.4518 0.00
P-34 FH-9 FH-13 541.00 8.00 139.4518 9.91
P-35 FH-13 J-23 382.00 8.00 139.4518 6.74
P-36 FH-13 FH-10 602.00 8.00 139.4518 9.74
P-37 FH-10 J-25 136.00 3.00 139.0000 0.00
P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74
P-39 FH-11 J-26 267.00 3.00 139.0000 0.00
P-4 J-3 J-4 294.00 16.00 139.4518 0.74
P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00
P-41 FH-12 J-28 145.00 3.00 139.0000 0.00
P-42 3-23 3-1 2842.00 4.00 139.0000 0.00
P-43 3-12 J-27 1933.00 12.00 139.0000 0.00
P-44 J-27 3-23 1640.00 4.00 139.0000 0.00
P-45 J-11 R-2 500.00 16.00 139.4518 0.00
P-46 FH-16 J-14 336.00 8.00 139.4518 0.00
P-47 FH-i1 FH-1A 175.00 8.00 139.0000 0.74
P-48 FH-1A J-15 245.00 3.00 139.0000 0.74
P-49 FH-1A 3-19 322.00 6.00 139.0000 0.74
P-5 J-4 J-6 1207.00 16.00 139.4518 2.24
P-50 J-19 J-24 104.00 3.00 139.0000 0.00
P-51 J-19 FH-2A 399.00 6.00 139.0000 0.17
P-52 FH-1A FH-3A 473.00 8.00 139.0000 0.17
P-53 FH-3A J-29 379.00 3.00 139.0000 0.74
P-54 FH-3A J-30 112.00 8.00 139.0000 0.57
P-55 FH-3A J-31 387.00 6.00 139.0000 0.00
2-56 J-31 FH-2A 197.20 6.00 139.0000 0.74
P-57 J-31 FH-4A 387.87 6.00 139.0000 1.14
P-58 FH-4A J-32 99.00 8.00 139.0000 0.00
P-59 FH-4A J-34 275.00 8.00 139.0000 0.74
266 J-6 102 118.00 6.00 139.4518 0.91 4 age, nw Z�
2-60 1-35 FH-102 200.00 16.00 139.4518 1.14
2-61 FH-102 3-2 1400.00 16.00 139.4518 0.00
P-62 J-35 F-101 200.00 8.00 125.0000 0.57 4.. 1,4144, h w Z %
P-7 J-5 FH-3 151.00 8.00 139.4518 0.40
P-8 FH-3 3-7 412.00 8.00 139.4518 0.74
2-9 J-7 FH-1 228.00 8.00 139.4518 0.40
END NODE DATA
NODE NODE EXTERNAL JUNCTION EXTERNAL
NAME TITLE DEMAND ELEVATION GRADE
(gpm) (ft) (ft)
F-101 F-101 1250.00 345.00 41,010
FH-1 0.00 333.00 rikartabSQ
FH-10 0.00 308.00
FH-102 FH-102 1250.00 343.00 11440.10441.t S
FH-11 0.00 313.00
FH-12 0.00 313.00
FH-13 16.50 305.00
FH-14 0.00 315.00
FH-15 13.50 306.00
FH-16 0.00 307.00
FH-1A 0.00 316.00
FH-2 0.00 333.00
FH-2A 21.00 316.00
FH-3 0.00 326.00
FH-3A 0.00 320.00
FH-4 0.00 333.00
FH-4A 0.00 318.00
FH-5 0.00 313.00
FH-6 0.00 316.00
FH-7 0.00 309.00
FH-8 0.00 303.00
FH-9 0.00 307.00
J-1 0.00 342.00
J-2 0.00 340.00
J-3 6.00 339.00
J-4 10.50 339.00
J-5 16.50 327.00
J-6 0.00 328.00
J-7 7.50 330.00
J-8 6.00 329.00
J-9 21.00 323.00
J-10 10.50 312.00
J-11 0.00 311.00
J-12 0.00 305.00
J-13 0.00 307.00
J-14 12.00 314.00
J-15 15.00 318.00
J-16 4.50 315.00
J-17 10.50 314.00
J-18 13.50 313.00
J-19 15.00 313.00
J-20 7.50 302.00
J-21 18.00 309.00
J-22 12.00 310.00
J-23 0.00 305.00
J-24 4.50 312.00
J-25 6.00 304.00
J-26 18.00 309.00
J-27 0.00 295.00
J-28 36.00 311.00
J-29 22.50 322.00
J-30 0.00 322.00
J-31 28.50 318.00
J-32 3.00 320.00
J-34 0.00 318.00
J-35 J-35 0.00 343.00
R-1 Wellborn Ele ---- 342.00 497.00
R-2 Flow Test ---- 311.00 497.00
OUTPUT OPTION DATA
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
SYSTEM CONFIGURATION
NUMBER OF PIPES (p) = 62
NUMBER OF END NODES (j) = 56
NUMBER OF PRIMARY LOOPS (1) = 5
NUMBER OF SUPPLY NODES (f) = 2
NUMBER OF SUPPLY ZONES (z) = 1
Case: 0
RESULTS OBTAINED AFTER 8 TRIALS: ACCURACY = 0.00000
SIMULATION DESCRIPTION (LABEL)
M.D.W. Centre - Phase One
PIPELINE RESULTS
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
PIPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
NAME #1 #2 LOSS LOSS VELO. 1000 1000
(gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft)
P-i R-1 3-1 1820.47 0.83 0.10 2.90 1.86 1.66
P-10 FH-1 J-4 54.92 0.02 0.00 0.35 0.07 0.07
P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15
2-12 3-5 J-9 49.54 0.08 0.03 0.56 0.35 0.25
2-13 J-9 FH-2 28.54 0.01 0.00 0.32 0.10 0.09
2-14 FH-2 FH-4 28.54 0.07 0.00 0.32 0.09 0.09
2-15 811-4 3-3 28.54 0.01 0.00 0.18 0.02 0.02
P-16 3-11 J-6 773.88 0.57 0.00 1.23 0.34 0.34
2-17 3-11 J-12 261.15 0.24 0.01 0.74 0.19 0.19
2-18 3-12 3-13 220.81 0.45 0.04 1.41 1.05 0.98
P-19 3-13 FH-7 169.81 0.08 0.11 1.08 1.47 0.60
P-2 3-1 3-35 1793.62 0.32 0.45 2.86 3.89 1.62
P-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06
2-21 J-14 3-10 10.50 0.06 0.00 0.48 0.41 0.41
2-22 J-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02
2-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02
2-24 FH-14 3-16 18.00 0.00 0.00 0.11 0.01 0.01
2-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00
2-26 FH-14 3-17 10.50 0.11 0.00 0.48 0.41 0.41
2-27 3-16 3-18 13.50 0.20 0.00 0.61 0.66 0.66
2-28 FH-7 FH-15 169.81 0.24 0.01 1.08 0.64 0.60
P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01
2-3 3-3 J-2 706.38 0.06 0.01 1.13 0.36 0.29
2-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01
2-31 FH-15 3-21 148.81 0.63 0.03 1.69 2.01 1.91
P-32 3-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53
2-33 3-21 FH-9 118.81 0.26 0.00 1.35 1.26 1.26
2-34 FH-9 FH-13 118.81 0.17 0.09 0.76 0.47 0.31
2-35 3-23 FH-13 67.19 0.04 0.02 0.43 0.16 0.11
2-36 FH-13 FH-10 169.50 0.36 0.18 1.08 0.89 0.60
2-37 811-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15
2-38 FH-10 FH-11 163.50 0.19 0.01 1.04 0.60 0.56
2-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12
2-4 3-4 3-3 683.84 0.08 0.01 1.09 0.32 0.27
2-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03
2-41 FH-12 J-28 36.00 0.59 0.00 1.63 4.06 4.06
2-42 3-1 J-23 26.85 1.65 0.00 0.69 0.58 0.58
2-43 3-12 J-27 40.34 0.01 0.00 0.11 0.01 0.01
2-44 3-27 J-23 40.34 2.03 0.00 1.03 1.24 1.24
2-45 R-2 3-11 1035.03 0.29 0.00 1.65 0.58 0.58
2-46 FH-16 3-14 51.00 0.02 0.00 0.33 0.06 0.06
P-47 FH-11 FH-1A 109.50 0.05 0.01 0.70 0.30 0.27
2-48 FH-1A 3-15 15.00 0.20 0.01 0.68 0.82 0.80
2-49 FH-1A 3-19 40.25 0.05 0.00 0.46 0.18 0.17
P-5 3-6 3-4 639.42 0.29 0.04 1.02 0.27 0.24
P-50 3-19 3-24 4.50 0.01 0.00 0.20 0.09 0.09
2-51 3-19 FH-2A 20.75 0.02 0.00 0.24 0.05 0.05
P-52 FH-1A FH-3A 54.25 0.03 0.00 0.35 0.07 0.07
P-53 FH-3A 3-29 22.50 0.64 0.01 1.02 1.73 1.70
2-54 FH-3A 3-30 0.00 0.00 0.00 0.00 0.00 0.00
P-55 FH-3A 3-31 31.75 0.04 0.00 0.36 0.11 0.11
2-56 3-31 FH-2A 0.25 0.00 0.00 0.00 0.00 0.00
P-57 3-31 FH-4A 3.00 0.00 0.00 0.03 0.00 0.00
2-58 FH-4A 3-32 3.00 0.00 0.00 0.02 0.00 0.00
2-59 FH-4A 3-34 0.00 0.00 0.00 0.00 0.00 0.00
P-6 3-6 3-5 134.46 0.19 0.03 1.53 1.86 1.58
2-60 3-35 FH-102 543.62 0.04 0.01 0.87 0.24 0.18 1141146, ��`
P-61 3-2 FH-102 706.38 0.40 0.00 1.13 0.29 0.29 N
2-62 3-35 F-101 1250.00 5.94 0.56 7.98 32.51 29.70 F
P-7 3-5 FH-3 68.42 0.02 0.00 0.44 0.12 0.11
2-8 FH-3 3-7 68.42 0.05 0.00 0.44 0.12 0.11
2-9 3-7 FH-1 54.92 0.02 0.00 0.35 0.08 0.07
END NODE RESULTS
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
(gpm) (ft) (ft) (ft) (psi)
F-101 F-101 1250.00 488.79 345.00 143.79 62.31 4106 Nig 041110,11
FH-1 0.00 495.83 333.00 162.83 70.56
811-10 0.00 493.82 308.00 185.82 80.52
FH-102 FH-102 1250.00 495.24 343.00 152.24 65.97
FH-11 0.00 493.62 313.00 180.62 78.27
FH-12 0.00 493.60 313.00 180.60 78.26
FH-13 16.50 494.36 305.00 189.36 82.06
FH-14 0.00 495.92 315.00 180.92 78.40
FH-15 13.50 495.53 306.00 189.53 82.13
FH-16 0.00 495.95 307.00 188.95 81.88
FH-1A 0.00 493.57 316.00 177.57 76.94
FH-2 0.00 495.80 333.00 162.80 70.55
FH-2A 21.00 493.49 316.00 177.49 76.91
FH-3 0.00 495.90 326.00 169.90 73.62
FH-3A 0.00 493.53 320.00 173.53 75.20
FH-4 0.00 495.73 333.00 162.73 70.51
FH-4A 0.00 493.49 318.00 175.49 76.04
FH-5 0.00 495.92 313.00 182.92 79.27
FH-6 0.00 495.91 316.00 179.91 77.96
FH-7 0.00 495.79 309.00 186.79 80.94
FH-8 0.00 495.53 303.00 192.53 83.43
FH-9 0.00 494.62 307.00 187.62 81.30
J-1 0.00 496.07 342.00 154.07 66.76
J-2 0.00 495.65 340.00 155.65 67.45
J-3 6.00 495.72 339.00 156.72 67.91
J-4 10.50 495.81 339.00 156.81 67.95
J-5 16.50 495.92 327.00 168.92 73.20
J-6 0.00 496.14 328.00 168.14 72.86
J-7 7.50 495.85 330.00 165.85 71.87
J-8 6.00 495.83 329.00 166.83 72.29
J-9 21.00 495.81 323.00 172.81 74.88
J-10 10.50 495.86 312.00 183.86 79.67
J-11 0.00 496.71 311.00 185.71 80.47
J-12 0.00 496.46 305.00 191.46 82.96
J-13 0.00 495.97 307.00 188.97 81.89
J-14 12.00 495.92 314.00 181.92 78.83
J-15 15.00 493.36 318.00 175.36 75.99
J-16 4.50 495.91 315.00 180.91 78.40
7-17 10.50 495.81 314.00 181.81 78.78
1-18 13.50 495.71 313.00 182.71 79.18
J-19 15.00 493.51 313.00 180.51 78.22
J-20 7.50 495.53 302.00 193.53 83.86
J-21 18.00 494.87 309.00 185.87 80.55
J-22 12.00 494.76 310.00 184.76 80.06
J-23 0.00 494.42 305.00 189.42 82.08
J-24 4.50 493.50 312.00 181.50 78.65
J-25 6.00 493.80 304.00 189.80 82.25
J-26 18.00 493.32 309.00 184.32 79.87
J-27 0.00 496.45 295.00 201.45 87.29
J-28 36.00 493.01 311.00 182.01 78.87
J-29 22.50 492.87 322.00 170.87 74.05
J-30 0.00 493.53 322.00 171.53 74.33
J-31 28.50 493.49 318.00 175.49 76.04
J-32 3.00 493.49 320.00 173.49 75.18
J-34 0.00 493.49 318.00 175.49 76.04
J-35 J-35 0.00 495.29 343.00 152.29 65.99
R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17
R-2 Flow Test ---- 497.00 311.00 186.00 80.60
SUMMARY OF INFLOWS AND OUTFLOWS
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME (gpm) TITLE
R-1 1820.47 Wellborn Ele
R-2 1035.03 Flow Test
NET SYSTEM INFLOW = 2855.50
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 2855.50
***** HYDRAULIC ANALYSIS COMPLETED *****
Rabon A. Metcalf, P.E.
From: Stephen Cast[wsud.scc@verizon.net]
Sent: Tuesday, November 06, 2007 3:39 PM
To: Rabon A. Metcalf, P.E.
Subject: Re: FW:
Rabon,
The 16" line relocation on the Hub Kennedy tract is approved with the proposed 45 degree fittings and using the existing 16"gate
valves to control water flow.
Stephen Cast
Wellborn SUD
Original Message
From: "Rabon A.Metcalf,P.E."<rabon@rmengineer.com>
To: "'Stephen Cast"'<wsud.scc@verizon.net>
Sent:Tuesday,October 23,2007 7:27 AM
Subject
Rabon A.Metcalf,P.E.
RME Consulting Engineers
1391 Seamist Lane<77845>
P.O.Box 9253
College Station,TX 77842
PH: (979)690-0329
FX: (979)690-0329
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Original Message
From:tcarnes@sidebyte.com[mailto:tcarnes@sidebyte.com]
Sent: Saturday,October 20,2007 10:20 AM
To:Bexco Operating;Rabon A.Metcalf,P.E.
Subject:Re:FW:
I agree why spend money to help a tract of land we may or may not ever own.
I say no we have to pass.
Sent via BlackBerry by AT&T
Original Message -1cxJc From: Pat Baker<bexcol @hues.net> n �j(
Date: Sat,20 Oct 2007 09:52:06 (k
To:"Rabon A.Metcalf,P.E."<rabon@rmengineer.com>Cc:"'Todd Carnes"' <tcarnes@sidebyte.com>
Subject:Re:FW:
1 AC
P.O.Box 9253,College Station,TX 77842
11EOff/Fax: (979) 690-0329
Gonsu/ting Engineer's email:civil@rmengineer.com
7 2008 r� c�
February ,
/1 ,
Josh Norton,
E.I.T. Cy�
Graduate Engineer
City of College Station
1101 Texas Avenue South \�
College Station, TX 77842
RE: Fire Flow Report for A&M Super Storage @ Wellborn
4000 Greens Prairie Road West,College Station,TX
RME No.213-0304
Josh Norton:
A fire flow test was performed in accordance with National Fire Prevention Association (NFPA)
Standard 291, Chapter 4, for the above referenced project, on February 5, 2008. The results of
this test are shown on the attached data sheet, and are sufficient to meet the City of College
Station minimum design standards for fire flow requirements.
Please call should you have any questions.
Sincerely,
V • • A. METCALF
4....
Rabon A. Metcalf, P. 4583
rabon@rinengineer.co p ' �C T••��
At S/ONA ENG'ii
041#14A
r
if
Adam J. B Baugh, E.I.T,
adam@rmengineer.com
CD1-213-0304-L15 Page 1 of 1
FIRE FLOW TEST REPORT
Date February 5, 2008
Nozzle size 2.5
Location A&M Super Storage at Wellborn
Flow Hydrant Desc. FN. @ Sown/CAST' CoPNF2 of A -iri 5c Pti 7?iR6G 6
Lord ( &< 1..
Pitot Reading 5 5
GPM 124o
Static Hydrant Desc. vcrrN mos'r Fige ty i)gotvT chi iL.Ve52 .5PRbu ,S C
Static PSI 42
Residual PSI (DZ
COMMENTS:
if
�. ;I%r/ 2
' �'� ` i ,� ate
Signature, i+
aikkv • : f, i
Z/Sei0O8
ate
Signat e, Title /
400'
RME Consulting Engineers
POST OFFICE BOX 9253
MECOLLEGE STATION,TEXAS 77842
OFF/FAX: (979)690-0329
Gonsu/ttn Engineers m
,, 9E-mail: civil@rmengineer.co
P.O.Box 9253,College Station,TX 77842
Clir
Off/Fax: (979)690-0329
e Eriyireer3 email:civil@rmengineer.com
October 29,2007
Josh Norton,E.I.T.
Graduate Engineer
City of College Station
1101 Texas Avenue South
College Station,TX 77842
RE: Fire Flow Analysis for A&M Super Storage @ Wellborn
4000 Greens Prairie Road West,College Station,TX
RME No,213-0304
Josh Norton:
There is sufficient capacity in the existing water distribution system to support the above
referenced development. This development's water line improvements were integrated into the
KYPIPE hydraulic model, generated by this office, for the modeling efforts of the master
planned community of Creek Meadows. This hydraulic model is attached and contains pipe
distribution modeling within the Wellborn SUD system from Royder Road to Wellborn Oaks
and from Greens Prairie Road West to Greens Prairie Trail which will also include the District's
elevated storage tank.
The existing and proposed improvements, and requirements, for fire flows are summarized
below:
+ The subject property has accessibility to existing public water for both domestic and fire
use at the following locations:
o Existing 16" PVC public water line located in an existing 16' PUE, along the
right-of-way line of Greens Prairie Road West will be relocated (approximately
200 linear feet) into a new 20' PUE required for the dedication of ROW along
Greens Prairie Road West. This water line is called P-60 in the KYPIPE
hydraulic analysis;
o The proposed/relocated 16" PVC public water line will accommodate fire flows
to two (2) new fire hydrants set within the property These two hydrants are
labeled FH-101 and FH-l02 in the KYPIPE model;
o Flow tests were obtained from the Wellborn S.UD. from a fire hydrant was
installed along the 12" PVC water line that is located on the east side of Greens
Prairie Trail. Since the time of the original flow test the fire hydrant has been
removed and an 8" waterline extension has been installed. This flow test was
conducted on December 28, 2006 by Wellborn S.U.D. by Mr. Steven Cast and
witnessed by this office. The flow data is summarized below in Table#1 —Flow
Test Data.
CDI-213-0304-L07 Page 1 of 2
A&M Super Storage @ Wellborn
MEFire Flow Analysis
Cored-tiny i g October 29,2007
TABLE#1
FLOW TEST DATA
Flow Pilot Static Fire Static Residual
Hydrant Reading Flow Hydrant Pressure Pressure
No. Location (psi) (gpm) No. (Psi) (Psi)
FH"A" Greens Prairie Trail 67 1360 Res. 74 70
Note: The reported flow is from the 2.5"nozzle of the identified flow hydrant;
+ Fire Flow requirements and results:
o Commercial fire hydrants will be analyzed to provide a fire flow of 2,500 gpm.
This flow may be split between two hydrant so long as they are within 600' of one
another;
o During fire flow conditions,the proposed system and adjacent infrastructure must
provide the required fire flow with a minimum residual pressure of 20 psi;
o At all analyzed conditions,no water line shall have a velocity greater than 12 fps
in both existing and proposed mains;
o Utilizing the KYPIPE model, mentioned above, fire flow requirements for the
proposed water system improvements were determined to adequately meet or
positively exceed the minimum design standards. Resulting summary information
for the fire flow scenario is illustrated below in Table #2 — Water System
Summary and identifies the"worse-case"location in the water distribution system
(lowest pressure node or highest velocity in pipe). The entire water system model
is fully contained with the KYPIPE Hydraulic Analysis Data.
TABLE#2
WATER SYSTEM SUMMARY
PIPE DATE NODE DATA
Residual
Fire Flow KYPIPE Pipe Size Flow Velocity Node Pressure
Scenerio Name (in) (gpm) (fps) Name (psi)
FIRE FLOW CONDITIONS
1 I P-1 I 16 1820.47 2.90 ) FH-1.02 I 65.97
Fire Flow Scenario:
o 1,250 gpm from FH-101 &FH-102;
Please call should you have any questions or require as 'stance.
Sincerely, ..ci► ,
.FT
,4\ 111.
11011r
Rabon A.Metcalf,P.E. .„„#I I-- •
rabon@tmengineer.com �
c+ RABON A. METCALF
CD 1-213-0304-L07 1)�' 88583 O 7-11
( � " Page 2 of 2
kk oNAL 04,E
* * * * * * * * * * K Y P I P E 4 * * * * * * * * * *
* *
* University of Kentucky Network Modeling Software *
* *
* Copyrighted by KYPIPE LLC *
* Version 3 - 11/01/2005 *
* *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Date & Time: Tue Oct 30 18:06:12 2007
INPUT DATA FILENAME C:\Users\user\RME\Projects\213-03-1\ENGINE-1\0304W1RA.DT2
TABULATED OUTPUT FILENAME C:\Users\user\RME\Projects\213-03-1\ENGINE-1\0304W1RA.OT2
POSTPROCESSOR RESULTS FILENAME C:\Users\user\RME\Projects\213-03-1\ENGINE-1\0304W1RA.RS2
SUMMARY OF O R I G I NAL DATA
UNITS SPECIFIED
FLOWRATE = gallons/minute
HEAD (HGL) = feet
PRESSURE = psig
PIPELINE DATA
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR
N AME #1 #2 (ft) (in) COEFF. LOSS COEFF.
P-1 R-1 J-1 500.00 16.00 139.4518 0.74
9-10 FH-1 J-4 291.00 8.00 139.4518 0.00
P-11 J-7 3-B 162.00 3.00 139.0000 0.00
9-12 J-5 J-9 308.00 6.00 139.0000 6.00
9-13 J-9 FH-2 108.00 6.00 139.4518 0.74
9-14 FH-2 FH-4 812.00 6.00 139.4518 1.31
9-15 FH-4 J-3 291.00 8.00 139.4518 0.00
9-16 J-6 J-11 1670.00 16.00 139.4518 0.00
9-17 J-11 J-12 1320.00 12.00 139.4518 0.74
9-18 J-12 J-13 459.00 8.00 139.4518 1.14
9-19 J-13 FH-7 126.00 8.00 139.4518 6.00
9-2 J-1 FH-101 200.00 16.00 139.4518 3.57
9-20 J-13 FH-16 338.00 8.00 139.4518 3.57
9-21 J-14 J-10 146.00 3.00 139.0000 0.00
9-22 J-14 FH-5 68.00 8.00 139.4518 0.40
9-23 FH-5 FH-14 216.00 8.00 139.4518 0.74
9-24 FH-14 J-16 141.00 8.00 139.4518 0.74
9-25 J-16 FH-6 157.00 8.00 139.4518 0.00
9-26 FH-14 J-17 261.00 3.00 139.0000 0.00
9-27 J-16 J-18 304.00 3.00 139.0000 0.00
9-28 FH-7 FH-15 400.00 8.00 139.4518 0.74
9-29 FH-15 FH-8 247.00 6.00 139.4518 0.74
9-3 J-3 J-2 195.00 16.00 139.4518 0.74
9-30 FH-8 J-20 176.00 6.00 139.4518 0.00
9-31 FH-15 J-21 328.00 6.00 139.4518 0.74
9-32 J-21 J-22 219.00 3.00 139.0000 0.00
9-33 J-21 FH-9 205.00 6.00 139.4518 0.00
9-34 911-9 FH-13 541.00 8.00 139.4518 9.91
9-35 FH-13 J-23 382.00 8.00 139.4518 6.74
9-36 FH-13 F11-10 602.00 8.00 139.4518 9.74
9-37 FH-10 J-25 136.00 3.00 139.0000 0.00
P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74
9-39 FH-11 J-26 267.00 3.00 139.0000 0.00
9-4 3-3 3-4 294.00 16.00 139.4518 0.74
9-40 FH-11 FH-12 443.00 8.00 139.4518 0.00
9-41 FH-12 3-28 145.00 3.00 139.0000 0.00
9-42 3-23 3-1 2842.00 4.00 139.0000 0.00
9-43 1-12 3-27 1933.00 12.00 139.0000 0.00
9-44 3-27 3-23 1640.00 4.00 139.0000 0.00
9-45 3-11 R-2 500.00 16.00 139.4518 0.00
9-46 FR-16 3-14 336.00 8.00 139.4518 0.00
9-47 FH-11 FH-1A 175.00 8.00 139.0000 0.74
9-48 FR-1A 3-15 245.00 3.00 139.0000 0.74
9-49 FR-1A 3-19 322.00 6.00 139.0000 0.74
P-5 3-4 3-6 12.07.00 16.00 139.4518 2.24
9-50 3-19 3-24 104.00 3.00 139.0000 0.00
9-51 3-19 FH-2A 399.00 6.00 139.0000 0.17
9-52 FR-1A FR-3A 473.00 8.00 139.0000 0.17
9-53 FH-3A 3-29 379.00 3.00 139.0000 0.74
P-54 FH-3A 3-30 112.00 8.00 139.0000 0.57
9-55 FH-3A 3-31 387.00 6.00 139.0000 0.00
9-56 J-31 FH-2A 197.20 6.00 139.0000 0.74
9-57 3-31 FH-4A 387.87 6.00 139.0000 1.14
9-58 FH-4A 3-32 99.00 8.00 139.0000 0.00
9-59 FH-4A 3-34 275.00 8.00 139.0000 0.74
960 3-6 102 118.00 6.00 139.4518 0.91 A. &
9-60 FH-101 FH-102 200.00 16.00 139.4518 11.14
P-61 FH-102 3-2 1400.00 16.00 139.4518 0.00
P-7 J-5 FH-3 151.00 8.00 139.4518 0.40 ID i C►Ci
9-8 FH-3 3-7 412.00 8.00 139.4518 0.74 %A
P-9 J-7 FR-1 228.00 8.00 139.4518 0.40 L'_!Co h
END 4414111
NODE DATA
NODE NODE EXTERNAL JUNCTION EXTERNAL
NAME TITLE DEMAND ELEVATION GRADE
(gPM) (ft) (ft)
FH-1 0.00 333.00
F- 00 0.00 343.00 I 2 * �ae
FH-101 FH-101 1250.00 34.3.00 �j
FH-102 FH-102 1250.00 343.00ftwommo _IL
FH-11 0..00 313.00 FitAtANS1
FH-12 0.00 313.00 7
FH-13 16.50 305.00
FH-14 0.00 315.00
FH-15 13.50 306.00
FH-16 0.00 307.00
FH-1A 0.00 316.00
FH-2 0.00 333.00
FH-2A 21.00 316.00
FH-3 0.00 326.00
FH-3A 0.00 320.00
FR-4 0.00 333.00
FH-4A 0.00 318.00
FH-5 0.00 313.00
FH-6 0.00 316.00
FH-7 0.00 309.00
EH-8 0.00 303.00
FH-9 0.00 307.00
J-1 0.00 342.00
J-2 0.00 340.00
J-3 6.00 339.00
J-4 10.50 339.00
J-5 16.50 327.00
J-6 0.00 328.00
J-7 7.50 330.00
3-8 6.00 329.00
J-9 21.00 323.00
J-10 10.50 312.00
J-11 0.00 311.00
J-12 0.00 305.00
J-13 0.00 307.00
J-14 12.00 314.00
J-15 15.00 318.00
J-16 4.50 315.00
J-17 10.50 314.00
J-18 13.50 313.00
J-19 15.00 313.00
J-20 7.50 302.00
J-21 18.00 309.00
J-22 12.00 310.00
J-23 0.00 305.00
J-24 4.50 312.00
J-25 6.00 304.00
J-26 18.00 309.00
J-27 0.00 295.00
J-28 36.00 311.00
J-29 22.50 322.00
J-30 0.00 322.00
J-31 28.50 318.00
J-32 3.00 320.00
J-34 0.00 318.00
R-1 Wellborn Ele ---- 342.00 497.00
R-2 Flow Test ---- 311.00 497.00
O UTPUT OPTION DATA
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S YSTEM CONFIGURATION
NUMBER OF PIPES (p) = 61
NUMBER OF END NODES (j) = 55
NUMBER OF PRIMARY LOOPS (1) = 5
NUMBER OF SUPPLY NODES (f) = 2
NUMBER OF SUPPLY ZONES (z) = 1
Case: 0
RESULTS OBTAINED AFTER 8 TRIALS: ACCURACY = 0.00000
S IMULATION DESCRIPTION (L A B E L)
M.D.W. Centre - Phase One
P IPELINE RESULTS
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N AME #1 #2 LOSS LOSS VELO. 1000 1000
(gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft)
P-1 R-1 J-1 1820.47 0.83 0.10 2.90 1.86 1.661 (IS4
s
P-10 FH-1 3-4 54.92 0.02 0.00 0.35 0.07 0.07
P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 O@$ 11Z
P-13
P-12 J-5 J-9 49.54 0.08 0.03 0.56 0.35 0.25 ��'' '' {{
P-13 J-9 FH-2 28.54 0.01 0.00 0.32 0.10 0.09
10402.4
2-14 FH-2 FH-4 28.54 0.07 0.00 0.32 0.09 0.09
2-15 FH-4 3-3 28.54 0.01 0.00 0.18 0.02 0.02
2-16 3-11 3-6 773.88 0.57 0.00 1.23 0.34 0.34
2-17 3-11 3-12 261.15 0.24 0.01 0.74 0.19 0.19
2-18 3-12 3-13 220.81 0.45 0.04 1.41 1.05 0.98
2-19 3-13 F1{-7 169.81 0.08 0.11 1.08 1.47 0.60
2-2 J-1 FH-101 1793.62 0.32 0.45 2.86 3.89 1.62
2-20 3-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06
2-21 3-14 3-10 10.50 0.06 0.00 0.48 0.41 0.41
2-22 3-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02
2-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02
2-24 FH-14 3-16 18.00 0.00 0.00 0.11 0.01 0.01
2-25 3-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00
2-26 FH-14 3-17 10.50 0.11 0.00 0.48 0.41 0.41
2-27 3-16 3-18 13.50 0.20 0.00 0.61 0.66 0.66
2-28 FH-7 F14-15 169.81 0.24 0.01 1.08 0.64 0.60
2-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01
2-3 3-3 3-2 706.38 0.06 0.01 1.13 0.36 0.29
2-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01
P-31 FH-15 3-21 148.81 0.63 0.03 1.69 2.01 1.91
2-32 3-21 3-22 12.00 0.12 0.00 0.54 C.53 0.53
2-33 3-21 FH-9 118.81 0.26 0.00 1.35 1.26 1.26
2-34 FH-9 211-13 118.81 0.17 0.09 0.76 0.47 0.31
2-35 3-23 211-13 67.19 0.04 0.02 0.43 0.16 0.11
2-36 211-13 FH-10 169.50 0.36 0.18 1.08 0.89 0.60
2-37 FR-10 3-25 6.00 0.02 0.00 0.27 0.15 0.15
2-38 FR-10 FR-11 163.50 0.19 0.01 1.04 0.60 0.56
P-39 FH-11 3-26 18.00 0.30 0.00 0.82 1.12 1.12
2-4 3-4 J-3 683,84 0.08 0.01 1.09 0.32 0.27
2-40 FH-1.1 211-12 36.00 0.02 0.00 0.23 0.03 0.03
2-41 211-12 3-28 36.00 0.59 0.00 1.63 4.06 4.06
P-42 3-1 3-23 26.85 1.65 0.00 0.69 0.58 0.58
2-43 3-12 3-27 40.34 0.01 0.00 0.11 0.01 0.01
p-44 3-27 3-23 40.34 2.03 0.00 1.03 1.24 1.24
P-45 11-2 3-1.1 1035.03 0.29 0.00 1.65 0.58 C.58
2-46 211-16 3-14 51.00 0.02 0.00 0.33 0.06 0.06
P-47 FR-11 FH-1A 109.50 0.05 0.01 0.70 0.30 0.27
2-48 FH-1A 3-15 15.00 0.20 0.01 0.68 0.82 0.80
2-49 FH-1A 3-19 40.25 0.05 0.00 0.46 0.18 0.17
2-5 3-6 3-4 639.42 0.29 0.04 1.02 0.27 0.24
2-50 3-19 3-24 4.50 0.01 0.00 0.20 0.09 C.09
2-51 3-19 FH-2A 20.75 0.02 0.00 0.24 0.05 0.05
P-52 FH-1A FH-3A 54.25 0.03 0.00 0.35 0.07 0.07
P-53 FH-3A 3-29 22.50 0.64 0.01 1.02 1.73 1.70
2-54 FH-3A 3-30 0.00 0.00 0.00 0.00 0.00 0.00
P-55 F11-3A 3-31 31.75 0.04 0.00 0.36 0.11 0.11
2-56 3-31 FH-2A 0.25 0.00 0.00 0.00 0.00 0.00
2-57 3-31 FH-4A 3.00 0.00 0.00 0.03 0.00 0.00
2-58 FH-4A 3-32 3.00 0.00 0.00 0.02 0.00 0.00
2-59 FH-4A 3-34 0.00 0.00 0.00 0.00 0.00 0.00
2-6 3-6 3-5 134.46 0.19 0.03 1.53 1.86 1.58
2-60 211-101 211-102 543.62 0.04 0.01 0.87 0.24 0.18
2-61 3-2 FR-102 706.38 0.40 0.00 1.13 0.29 0.29
2-7 3-5 FH-3 68.42 0.02 0.00 0.44 0.12 0.11
2-8 211-3 3-7 68.42 0.05 0.00 0.44 0.12 0.11
2-9 3-7 FH-1 54.92 0.02 0.00 0.35 0.08 0.07
END NODE RESULTS
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
(qpm) (ft) (ft) (ft) (psi)
211-1 0.00 495.83 333.00 162.83 70.56
FH-10 0.00 493.82 308.00 185.82 80.52
FH-101 FH-101 1250.00 495.29 343.00 152.29 65.99 06142011014
�,_ _w_�r,
28-102 211-102 1250.00 495.24 343.00 152.24 65.97 I� N
FR-11 0.00 493.62 313.00 180.62 78.27
211-12 0.00 493.60 313.00 180.60 78.26 611e
FH-13 16.50 494.36 305.00 189.36 82.06
FH-14 0.00 495.92 315.00 19.92 78.40
FH-15 13.50 495.53 306.00 18 .53 82.13
FH-16 0.00 495.95 307.00 188.95 81.88
FH-1A 0.00 493.57 316.00 177.57 76.94
FH-2 0.00 495.80 333.00 162.80 70.55
FH-2A 21.00 493.49 316.00 177.49 76.91
FH-3 0.00 495.90 326.00 169.90 73.62
FH-3A 0.00 493.53 320.00 173.53 75.20
FH-4 0.00 495.73 333.00 162.73 70.51
FH-4A 0.00 493.49 318.00 175.49 76.04
FH-5 0.00 495.92 313.00 182.92 79.27
FH-6 0.00 495.91 316.00 179.91 77.96
FH-7 0.00 495.79 309.00 186.79 80.94
FH-8 0.00 495.53 303.00 192.53 83.43
FH-9 0.00 494.62 307.00 187.62 81.30
3-1 0.00 496.07 342.00 154.07 66.76
J-2 0.00 495.65 340.00 155.65 67.45
3-3 6.00 495.72 339.00 156.72 67.91
J-4 10.50 495.81 339.00 156.81 67.95
3-5 16.50 495.92 327.00 168.92 73.20
3-6 0.00 496.14 328.00 168.14 72.86
J-7 7.50 495.85 330.00 165.85 71.87
J-8 6.00 495.83 329.00 166.83 72.29
J-9 21.00 495.81 323.00 172.81 74.88
3-10 10.50 495.86 312.00 183.86 79.67
3-11 0.00 496.71 311.00 185.71 80.47
3-12 0.00 496.46 305.00 191.46 82.96
3-13 0.00 495.97 307.00 188.97 81.89
3-14 12.00 495.92 314.00 181.92 78.83
3-15 15.00 493.36 318.00 175.36 75.99
3-16 4.50 495.91 315.00 180.91 78.40
3-17 10.50 495.81 314.00 181.81 78.78
3-18 13.50 495.71 313.00 182.71 79.18
3-19 15.00 493.51 313.00 180.51 78.22
3-20 7.50 495.53 302.00 193.53 83.86
3-21 18.00 494.87 309.00 185.87 80.55
3-22 12.00 494.76 310.00 184.76 80.06
3-23 0.00 494.42 305.00 189.42 82.08
3-24 4.50 493.50 312.00 181.50 78.65
3-25 6.00 493.80 304.00 189.80 82.25
3-26 18.00 493.32 309.00 184.32 79.87
3-27 0.00 496.45 295.00 201.45 87.29
3-28 36.00 493,01 311.00 182.01 78.87
3-29 22.50 492.87 322.00 170.87 74.05
3-30 0.00 493.53 322.00 171.53 74.33
3-31 28.50 493.49 318.00 175.49 76.04
3-32 3.00 493.49 320.00 173.49 75.18
3-34 0.00 493.49 318.00 175.49 76.04
R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17
R-2 Flow Test ---- 497.00 311.00 186.00 80.60
SUMMARY OF I N FLOW S AND OUTFLOWS
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME (gpm) TITLE
R-1 1820.47 Wellborn Ele
R-2 1035.03 Flow Test
NET SYSTEM INFLOW = 2855.50
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 2855.50
***** HYDRAULIC ANALYSIS COMPLETED *****
ENGINEER'S COST ESTIMATE
�- — RME Consulting Engineers
POST OFFICE BOX 9253
ME COLLEGE STATION,TEXAS 77842
Go.�u. OFF/FAX:� g OFF/FAX: (979)690-0329
E-mail: civil@rmengineer.com
CD1-213-0304-E02 2 of 2
ENGINEER'S COST ESTIMATE
RME Consulting Engineers
POST OFFICE BOX 9253
MH COLLEGE STATION,TEXAS 77842
aGonsu/r(ny Eny j -t s OFF/FAX: (979)690-0329
E-mail: civil@rmengineer.com
CD1-213-0304-E02 2 of 2
ME
P.O.Box 9253,College Station,TX 77842
Off/Fax: (979)690-0329
C.onsc�/t(n9 Engineers email:civil@rmengineer.com
October 11, 2007
David Loflin
Texas Commission of Environmental Quality
Water Supply Division
MC 153
P.O. Box 13087
Austin, TX 78711
RE: A&M Super Storage @ Wellborn—College Station, TX
TCEQ Exception Letter for Utility Improvements
RME No. 213-0304
Mr. David Loflin:
The above referenced project will install the following improvements within the distribution
system of the Wellborn S.U.D.:
❖ Approximately 200 linear feet of 16"PVC (C-905, Class 235)water line;
❖ Applicable valves& fittings.
Design and construction of these improvements will be in accordance with the latest
Bryan/College Station Unified Water & Sewer Design Guideline Manual, Standard Details, and
Specifications and Chapter 290 of the TCEQ Rules& Regulations. This quantity of water line is
less than 10% of the total length of water line within the City's current distribution system.
Therefore, an exception for plan review is being requested for this project and its water system
improvements.
Please call should you have any questions or require assistance.
Sincerely, �' 1 \li
_. gam;:E.OF11.*Ak
• 7C
RABON A7ETCALF
Rabon A. Metcalf, P.E.
rabon@rmengineer.comTI 9 8858 :Q
0.`:/CENS:G�(,/�
xc: Development Services
n SSS✓•NA • N.�
City of College Statio . ..
1101 Texas Avenue South /1)
07
College Station,TX 77840 ��
CD1-213-0304-L05 Page 1 of 1
PUBLIC WATER SYSTEM PLAN REVIEW SUBMITTAL FORM
(Complete and Attach to Submittal Package)
Date: October 11, 2007
TCEQ PWS Identification No.*: 0210016 CCN No. or Application No.**:11340
Water System Name: Wellborn S.U.D.
Water System Owner: Wellborn S.U.D. Type of Entity: S.U.D.
Address: P.O. Box 250,Wellborn,TX 77881 Phone: (979)690-9799
Responsible Official: Steven Cast Title: Manager
County (system location) : Brazos County Subdivision Sec., Phase, Unit, etc. A&M Super Storage t Wellborn
Mechanism & Source of Financing: Private
Engineer: Rabon A. Metcalf, P.E. Registration Number: 88583
Firm Name: RME Consulting Engineers Phone: (979) 690-0329
Firm Address: P.O. Box 9253, College Station,TX 77842 Fax: (979)690-0329
* If no PWS Number exists,the owner must submit a business plan,if required, in accordance with§290.39(f)and(g).
**If a required CCN number does not exist,an acceptable application to obtain a CCN number must be made before a project submittal can be
technically reviewed. In addition, if a submittal is for a project located outside the CCN area,a CCN amendment application must be submitted before a
project may be reviewed for construction approval. Please refer to 30 TAC Chapter 291 for additional information regarding CCNs.
If this is a new(proposed)system, you must attach the following with this submittal: NOT APPLICABLE
❑ Attach a list of all water utilities within %2 mile of the proposed service area boundaries
❑ Copies of formal applications for service from each of the following
❑ any municipality if the system is within its ETJ;
❑ any district or other political subdivision whose corporate boundaries are within 1/2 mile of the proposed
service area boundaries
❑ any other water service provider whose certificated service area boundary is within 1/2 mile of the proposed
service area boundaries
❑ Documentation that all application requirements including payment of fees were complied with.
❑ Copies of written responses from each of the entities listed above.
❑ Business plan, if required by 30 TAC 290.39(f) & (g). The business plan financial requirements for non-community
water systems must confirm capital availability to construct the system according to TCEQ requirements. This
would consist of a balance sheet that shows liabilities as well as assets, not just a bank confirmation of a deposit
account. Alternatively, if the project is being constructed with loan funds, then a loan commitment letter from the
lender specific to that project will suffice.
❑ Justification for constructing a separate system (unless none of the entities listed above exist)
❑ Plans and specifications with an engineering report all sealed by design engineer.
Type of Project(please check the appropriate boxes):
❑ Distribution System Modifications 0 Storage Capacity Modifications
❑ Well completion data on previously approved well 0 Water Well Construction, Proposed
❑ Pressure Maintenance Facilities Modifications 0 Proposed Innovative Process Study
❑ Disinfection Facilities or Other Modifications 0 Ground Water Treatment Plant, New
❑ Preliminary Engineering Report w/o plans 0 Surface Water Treatment Plant, New
❑ Modification of Surface Water Treatment Plant 0 Tex. Water Dev. Board Proj. No.
0
Other(PleaseExplain)
IF THIS SUBMITTAL IS A REVISION OF PREVIOUSLY SUBMITTED PLANS, PLEASE ENTER THE ASSIGNED TCEQ
LOG NUMBER: . Please call (512)239-6960 if you have questions regarding this form. Your
cooperation will help us provide better service. Additional helpful information and rules are available at our website:
http://www.tceq.state.tx.us/permitting/waterperm/ud/planrer7AN `�`
�EOF1 :q
I hereby certify that the above information is, to the best of my knowledge, true an r f �'\ •.0It k- •
•
tft
Rabon A. Metcalf, P.E. October 11, 2007
Printed Engineer's Name Date /, .se ' •
4ist.,��� ....;®.•�\�
Revised 9/12/02
Box 9253,College Station,TX 77842
e...___
g-
P.O. Off/Fax (979)690-0329
�`...... /,,� Eny/neers email: civil@rmengineer.com
October 11, 2007
Development Services
City of College Station
1101 Texas Avenue South
College Station, TX 77842
RE: A&M Super Storage @ Wellborn—Acknowledgement of City Standards
College Station E.T.J.,Brazos County,TX
RME No. 202-0316
To Whom it May Concern:
The purpose of this letter is to acknowledge that the construction plans for the sanitary sewer
improvements, for the above referenced project, to the best of my knowledge, do not deviate
from the latest B/CS Design Guideline Manual. I also acknowledge, to the best of my
knowledge that the details provided in the construction plans are in accordance with the B/CS
Standard Details.
Please do not hesitate to call if you have any questions.
Sincerely, x,`.01°*®®
..011111w lidurom. OFTF \ .
Rabon A. Metcalf,P.E` 0RABON A. METC. \+
rabon@rmengineer.com 4
a i.. 88583
�7 �
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CD1-213-0304-L04 Page 1 of 1