HomeMy WebLinkAbout1600 Bell Tower Conversion Pl 20211
Bell Tower Mall Septic Systems Analysis
1600 Falmouth Road,Centerville,MA By:MWE
BN Project#2020-053. Date:2124/2021
ANALYSIS OF EXISTING SYSTEMS AND CURRENT FLOWS PROPOSED CHANGE IN USE AND PROPOSED SYSTEM CAPACITY CALCULATIONS
xcess apace y
Leaching Septic Permit Design Flow on Net increase for each system due to Total Design Flow with in Existing System Expansion Needed(Yes
Existing Septic System Components SAS Dimensions Area(at) Capacity' Unil Permitted Design Flow Number Permit Plans Current Use 2021 Design Flow Calculation Flow retluctlon from office removal Flow increase for apartments cronversion to apartments Increase (GPD)or No)
Area#1 System A
1.000 gallon pit with 4'stone Bottom Area: pi x 7'x T 153.9 153.9 GPO 774;1; GPD 86-241 Y r" s:741.GPD. 1 9880 of office x 75 GPD/1 0 1 4940sfx.0751 370.5 GPD 6 bedrooms I 660 GPD 289.5 GPD 1,030.50 GPD 1 1216.83)1YES
depth=6 feet)Sidewall Area pi x 14'x 6'263.9 659.7 GPD on 2 floors)
System Capacity GPO
Se tic Tank size: 1,500 allons
System B u raded in 2000)
3 64'x 13'leachin chambers Bottom Area: 64x13 832.0 615.7 GPD 88-168 VOID 34 seats x 20 GPD/seat Great House _ 680 GPD
de th=2 feet Sidewall Area 64+13 x 2 x 2 296.0 219.0 GPD ,"7482 GPD 2000488 2482 GPD 9000 sf Retail 450 GPD
Can bring flow to this
Total Area 835 GPD formerly 1995-1734), Total 130;.GPD 1,374 from System A
System Capacity 50with3rowschambersZ4t GPD (1995 septic repair)
Septic Tank size: 2,500 gallons
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Area#2 System C
2 1,000 gallon pits with 3'stone Bottom Area:12'diameter 113.1 113.1 GPD +-<;7062 GPD(66-243) 3 886 GPD 7077 sf office x 75 GPO/1000 sf _ 531 GPD 7077 sf x.075 530.8 GPD 8 bedrooms 880 GPD 349.2 GPD 1,233.85 GPD 123.32 NO
depu,li leaf)5idewall Area 12'dia x 6' 226.2 565.5 GPO 7077 sf retail x 50 GPD/1000 sf 354 GPD
Single Pit Capacity 678.6 GPD on 2 floors Total ,,,,;W5•t GPO
System Ca ad with 2 Leach Pits 1357
Septic Tank size: 2.000gallons
System 02
2)1,000 gallon pits with 2'stone Bottom Area: 10'diameter 78.5 78 5 GPD ;,%; 3,;%<<'L]!45 GPD 86-244 r ,+r.c.z 580 GPD 1660 sf retail X 50 GPD11000 sf
depth=6 feet)Sidewall Area 10'diem x 6' 188.5 471.2 GPD
Single Pit Capacity 549.8 GPD
System Capacity with 2 Leach Pits 1','lbb'GPD
Se tic Tank size: 2,050501.12llons k,,
Grease Tre size: 1,5allons
Grease trap seat capacity:1 100 seats r
S stem D3
6 1,000 gallon pits with 3'stone Bottom Area:10'diameter 78.5 78.5 GPD 3-1501 GPD 88-170 3295 GPD 1 150 seat restaurant x 35 GPD/sea 5,250 GPD
additional permit
depth=6 feet)Sidewall Area 1 O'dia x 6'188.5 471.2 GPO for 516 gpd?]26 temporary outside seating not in calculation)
Single Pit Capacity 549.8 GPD
System Ca act with 6 Leach Pits m ;3,28§GPD r
Septic Tank size: 6,000 gallons
Grease Trap sizes: 2 1000gallons
Grease trap seat capacity,133 seats
Area 3 System E
2 1,000 gallon pits with 3'stone Bottom Area: 12'diameter 113.1 113.1 GPD >=a "A,062lb>GPD not visible 736':0'. GPD 4177 sf retail x 50 GPD/1000 sf r 209 GPD 7077 sf x.075 530.8 GPD 8 bedrooms 880.00 GPD 349.23 GPD 1,088.85 GPD 268.32 NO
depth=6 feet Sidewall Area 12'dia x 6'226.2 565.5 GPD 7077 st office x 75 GPD/1000 sf 531 GPD
Single Pit Capacity 678.E GPD 853 gpd(86-245)?7 on 2 floors Total =-.740 GPD
System Capacity with 2 Leach Pits 13$T GPD
Septic Tank size: 2,00019allons
Area 4 System F/G I H
9 1,000 gallon its with 2'stone Bottom Area: 10'diameter 78.5 78.5 GPD 3; ':;4;803=0 GPD not visible 14,762 GPD 5383+4542 sf retail X 50 GPO/1000 sf 496 GPD 4542 sf x.075 340.7 GPD 6 bedrooms 660.0 GPD 319.4 GPD 4.173.75 GPD 774.25 NO
depth=6 feet)Sidewall Area 1 O'dia x 6'188.5 471.2 GPD 4542+2900 sf office x 75 GPD/1000 si _ 558 GPD
Sin le Pit Capacity 549.8 GPD 939 gpd(86-246)?? 80 seat restaurent(Papa Ginos x 35 GPDlsea 2,8'0 GPD
System Capacity with 9 Leach Pits zti4,948',;GPD 810 gpd(86-247) Total >;f3;854;;GPD
Se tic Tank size: 71500 allons
Grease Trapsizes: 2 2000 allons
Grease trap seat capacity:133 seats
Total on site for 7 septic systems:15,378 GPO ;t4,446=GPD 13,461 GPD 12.682.65 GPD 13,989i d GPD
under
existing Net Flow is
permitted 3 below existing
1,762.35 GPD flow 4S6b5`.GPD permitted Flow
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I SEPTIC DESIGN FLOW SUMMARY
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I NITROGEN LOADING LIMITATION: 440 GPD/40,000 SF x 431,680 SF = 4,748 CPD
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I RPARKINGREQUIREMNENTBYBUILDINGUSEPARKINGREQUIREDII
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I 1IN T RI'NO: & SU 'r VEYINGIILOTAREA = 9.91 ACRE LOT x 43,560 SF/ACRE = 431,680 SF) I N,j ,,',F,I E C
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EXISTING: I
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I . EXISTING GRANDFATHERED SEPTIC FLOWS PREDATED THE SALTWATER ESTUARY OVERLAY.I
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I 1. THIS 'PLAN IS BASED `ON TOWN OF BARNSTABLE GIS INFORMATION ONLY.
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OFFICE = 23,636 SF x 1 PS/300 SO.=I . .79 SPACES I
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PLUS 1 PER SEPARATE SUITE x 3 SUITES= 3 SPACES . .
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PROPOSED CONVERSION OF 2ND FLOOR EXISTING OFFICE SPACE: I .
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I IEXISTINGPARKING 'TOTAL: 4 940 SF +, 7,077 SF + .7, 077 SF + 4,542 SF = 23,636 SF I
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2. S TEMS SHOWN BASED ON RECORD ASBUILT SKETCHES OBTAINED
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PROPOSED:I . .
I I 2S,636 SF x 75 GPD/1000 SF 1,773 GPD FLOW REDUCTION FROM HEALTH DEPT AND TITLE 5 SEPTIC SYSTEM INSPECTIONS BY SEAN M.
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I MULTI FAMILY=1.5 PER UNIT x 26 UNITS = 39 SPACES.
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39 SPACES
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I JONES ON FEBRUARY -1.6, 2021-. ENGINEERING &
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PLUS 1 VISITOR PER 10 REQ'D SPACES = 3.9 SPACES ' 4 SPACES I PROPOSED APARTMENTS: 28 BEDROOMS x 110 GPD/BR = 3,080 GPD I
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I CHANGE IN FLOW: 3,080 GPD - 1,773 GPD = 1,307 GPD I
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I . REQUIRED PARKING IS A REDUCTION WITH CHANCE IN USE: 1
1 OVERALL -SITE GRANDFATHERED SEPTIC FLOWS I
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I I - 82 PS - 43 PS = 39 PS I . .1 39 LESS SPACES
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PER EXISTING PERMITS . 14,445 GPD I 11
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PROPOSED OVERALL SITE FLOW WITH CURRENT USES . I
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I AND CONVERSION OF 2ND .FLOOR SPACE TO RESIDENTIAL - 13,990 GPD
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1 78 North Street - 3rd Floor
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