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Storm A B C Project Name: Henry Street Reconstruction2 Year - - Project Number: 4063685 Year 853.608 4.699 0.766 Municipality: City of Barrie25 Year - - Designed By: NM100 Year - - Date:
Checked By: ALK Date: Revision Number: 3.0
CSP 0.024Conc. 0.013PVC 0.013
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MH No. MH No. ha min. mm/hr cms m m/m mm m/s cms m/s min mm min201 CBMH #1 STM MH #3 0.68 0.50 0.340 0.680 0.34 10.00 108.92 0.103 0.013 16.3 0.0100 375 1.59 0.175 1.55 0.18 307 10.18101 STM MH #3 STM MH #2 0.39 0.50 0.195 0.390 0.535 10.18 107.94 0.160 0.013 107.1 0.0100 375 1.59 0.175 1.59 1.12 363 11.30102 STM MH #2 STM MH #1 0.38 0.50 0.190 0.770 0.725 11.30 102.08 0.206 0.013 105.4 0.0100 450 1.79 0.285 1.79 0.98 398 12.28103 STM MH #1 STC 2000 0.52 0.50 0.260 1.290 0.985 12.28 97.53 0.267 0.013 1.0 0.0150 450 2.20 0.349 2.20 0.01 407 12.29
STC 2000 EX MH - - - 1.290 0.985 12.29 97.50 0.267 0.013 12.7 0.0341 450 3.31 0.526 3.13 0.07 349 12.35
STORM SEWER DESIGN SHEET #1 - 5 YEAR
Notes:
IDF Curve Coefficients
Manning's Coefficient
November 23, 2016
August 23, 2017
NOT FOR
CONSTRUCTION
DESIGN SHEET SAN-1
FILE NO 416368CONTRACT / PROJECT
n ≥ 0.013 Population Density = 3.13 PPU - Low Density (City of Barrie Sanitary Sewage Collection System Policies and Design Guidelines ) M = 1+[14/(4+P^0.5)] (Harmon peaking factor where; 2 ≤ M ≤ 4) Qp = P*q*M/86.4 (Peak population flow where; q = 225 L/day/person; P = population in thousands) Qi = I*A (Peak extraneous flow: I= 0.1L/s/ha over development area) Qtot = Qp + Qi (Total peak flow as the sum of peak population flow and peak extraneous flow)
MAINTENANCE DWELL DENSITY POP. POP. M Qp AREA AREA Qi Qtot L D S Q VSTREET / AREA HOLE UNITS P.P.U. (P) (ACC) PEAKING (ACC) FULL FULL
FROM TO FACTOR (L/S) (ha) (ha) (L/S) (L/S) (m) (mm) (%) (L/S) (m/s)Henry Street (101) SAN MH 10185 SAN MH 10186 7 3.13 21.9 22 4.0 0.23 0.54 0.54 0.054 0.28 54.80 250 1.4 70.36 1.43Henry Street (102) SAN MH 10186 SAN MH 10187 10 3.13 31.3 53 4.0 0.55 1.06 1.60 0.16 0.71 75.95 250 1.0 59.47 1.21Henry Street (103) SAN MH 10187 SAN MH 10188 2 3.13 6.3 59 4.0 0.62 0.26 1.86 0.186 0.81 52.93 250 1.0 59.47 1.21
DATE: Dec 14, 2016 CALCULATED BY: NM CHECKED BY: SKR
SANITARY SEWER DESIGNDevelopment Details Basis
Henry Street Reconstruction
NOT FOR
CONSTRUCTION
NOT FOR
CONSTRUTION
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BSD-N3
CITY OF BARRIE STANDARD
GENERAL NOTESSANITARY SEWERS
BSD-N4
CITY OF BARRIE STANDARD
GENERAL NOTESSANITARY SEWERS STORM SEWERS
GENERAL NOTES
CITY OF BARRIE STANDARD
BSD-N5
GENERAL NOTES
CITY OF BARRIE STANDARD
BSD-N6
BSD-34
CITY OF BARRIE STANDARD
100mm SUBDRAIN DETAILTYPICAL
TYPE 'A'
TYPE 'B'
NOT FOR
CONSTRUCTION
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