HomeMy WebLinkAbout5027 213 Old Main Site Sewage PlanT.O.F. @
EL.1 01 .4
r
E
INSTALL RISERS 4 COVERS TO P€PE5 TO BE LAID LEVEL FOR
WITHIN G" OF FINISH GRADE 2' OUT Of DISTRIBUTION BOX -
(5EE PLAN VfEW FOR LOCATIONS)
EL. 100.7 _ /--
-
4' SCH
O Pvc
IO r4' 111111.,
97.50 -] f
IN5TALL �A5 aaFnE�
IN OURET TGE
1 500 GALLON PRECAST
5EPTIC TANK
2" LAYER OF DOUBLE WASHED PEA5TONE
OVER 3/4" - I %i DOUBLE WASHED STONE
ALL AROUND
(3) 500 GAL. PRECAST DRYWELL5 (H-20)
677777 `97.00
97,25 96.70
fle-6 m-20a
IN5TALL TANK 4 D-BOX
ON 6' LAYER OF CRU5HED
STONE
5EPTIC SYSTEM PROFILE
'VARIANCE REQUE5TFD: 310 CMR 15.221(7) - TO ALLOW
5A5 TO BE 42' BELOW GRADE WHERE 36' 15 THE MAXIMUM
ALLOWED
EL, 100.7'
TOP @ EL. 97.2
BOTTOM @ EL. 94.70
5'
BOTTOM TH @ EL. 89.7
ZONING DI57RICT: R5-40
MINIMUM FRONT SETBACK: 30'
MINIMUM 51DE SETBACK: 20'
MINIMUM REAR SETBACK: 20
MAXIMUM LOT COVERAGE: 25%
PROP05ED LOT COVERAGE:
TOTAL AREA: 3,524 S.F.
3824 5.F.132365.7 5.F. = I 1 .6%
DESIGN DATA DEEP 085ERVATION HOLE LOGS
DATE: 05-20-2003
DAILY FLOW: (4) 13DKM5 x 110 GPDIBDRM - 440 GPD TEST BY: D. MASON, R5 4 C5E
TBM = €L. 101 .O SEPTIC TANK: 440 GPD x 200% = 860 GPD WITNE55: A. VON HONE, HEALTH AGENT
CORNER OF STOOP U5E: 1 500 GALLON PRECAST 5FPTIC TANK PERC RATE: < 2 MIN. ! INCH
D15TRI13UTION BOX: U13-6 - (6) OUTLET DOT. BOX (H-20)
501L ABSORPTION SYSTEM:
U5b (3) 500 GALLON PRI=CA5T DRYWELL5 LINED w14'
EXISTING DP[`-P OBSERVATION NOL> A I EL. f 01 .2
�Z. DEPTH
O� DWELLING 00'4 OF DOUBLE WASHED STONE ALL AROUND SOIL SOIL SOIL GOLOF SOIL OT ;fR
i ex�snNs FROM HORIZON TEXTURE ,MUNSFLI) MOT7'UN6
T.O.F.Qa EL. 101.4 CLGNOVT CAPACITY:
BOTTOM: 13' x 33.5 x 0.74 — 322.3 GPD a - 9' A SANDY LOAM I OYR5l2
q;. O°'a` 51DEWALL: 93' x 2' x 0.74 = 137.6 GPD 9' - 35' Bw LOAMY SAND I orR6l6
"err TOTAL: 459.9 GPD 35' - 138' C PINE-MFDIUfn 5ANv I OYRG+4
` NO GROUNDWATER ENCOUNTERED
1 a
/ GENERAL NOTE5
D'� �511NG 3tPT'L ++ ++�+ \ • j
101 2 f 5v5TIMTO�, \ \ 6, I . SEPTIC SYSTEM 15 TO BE INSTALLED IN ACCORDANCE
! REMOVeD \ \ • O WITH 31 O CMR 1 5.00: TITLE V
\'O y 2, THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF
PROP05ED \ A GARBAGE D15PO5AL.
ADDITION Vitt 100 3. THI5 PLAN IS NOT TO BE USED FOR PROPERTY LINE
\ Oi7ERM I NATION
\ r 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO
DE51GN ENGINEER FOR ANY REQUIRED IN5PECTION5
T., 99 5. CONTRACTOR TO 13E RESPONSIBLE FOR THE LOCATION
Im 1 Of ANY UTILITY, A50VE OR UNDERGROUND, PRIOR TO
1 J ANY EXCAVATION OR CON5TRUCTiON
I 111 1
�*\: 100-
51TE-5EWAGE PgN
FOR
LOT AREA: / y ` 2 1 3 OLD MAIN 5TRfET SOUTH YARMOUTH. h
323G5.7 S.P. ( 99 �,�ySHOFy. o- PREPARED FOR
s
sra:vENw. � �- � L D ITH A
\32 y3 " No.357ig91 �. _ t : o ' 1 ' = 39 01-10-2023 TM1
1 !+-STER
100 "'T" �} 17 -z WELLER * ASSOCIATES
e 2 P,O. BOX 417 CENTERVILLE, MA
T . aoa Ac
SEPTIC DE5iGN BY: MEYER 4 50N5, INC. M- IMkLKLU L ARU DUN-7— * Uivvil— lvrw.i
1V►I05T+Ne 0L.P MAiO �rFceT eL.t VATO N
Sullivan I Pedersen Addition / Renovation
213 Old Main Street Bass River, Massachusetts
North Elevation
December 14, 2022
scale: 'A" =1'-0'
South Elevation New Construction Notes
1, Construct new footing and foundation system under new addition. Footings shall be
20' wide x 10' thick at 4'4" minimum below grade. Foundation wall shall be 8' wide
with 518' anchor balls at 36' on center.
2. Furnish and install new Pella double hung windows — Model 3759.
3. Furnish and Install new Pella double hung windows — Model 3741.
4. Fumish and install new Pella French doors (double acting) — each door 2'-6" x 6'-8"
5. Furnish and install new Pella exterior 3'-0' x 6'-8' door with 1'-0' side lights.
6. Fumish and install new siding to match existing.
7. Furnish and install new architectural grade asphalt roof shingles — color by owner.
8. Center this window below the existing window in the attic.
9. Extend exterior wall in the existing bathroom to 8'-0' to create new dormer roof line.
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Sullivan / Pedersen Addition 1 Renovation
213 Old Main Street Bass Rivet, Massachusetts
South Elevation
December 14, 2022
Scale: Y; = 1'-0"
East Elevation New Construction Notes
1. Construct new footing and foundation system under new addition. Footings shall be
20" wide x 1 G" thick at 4'-0* minimum below grade. Foundation wall shall be 8' wide
with 518" anchor bolts at 36' on center.
2. Furnish and instal new Pella awning windows — Model 2521,
3. Furnish and install new siding to match existing.
4. Furnish and install new architectural grade asphalt roof shingles —color by owner.
NeW flrk(1401) F,00 40
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Sullivan I Pedersen Addition / Renovation
213 Old Main Street Bass River, Massachusetts
East Elevation
December 14, 2022
Scale: 1/4" = V-0'
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OeW Tvo7 IWF( A OPt7 o N
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oN/PCtA0/Fi4W<.00'/f N*
Sullivan 1 Pedersen Addition I Renovation
213 Old Main Street Bm River, Massachusetts
West Elevation
December 14, 2022
Scale: 1/4 = 1 0"