HomeMy WebLinkAbout7 Trenton St septic 1EXISTING CESSPOOL
TO BE PUIuIPED, FILLED WITH
5,4411,0 AND ABANDONED.
WORK LIMIT(TYP.
FUTURE ADDITIO
PROPOSED S.A.S.
6 ROWS OF 5 Arc36 HC HD UINI
ON SAND WITH STONE BETWEEN
VENT —
INSPECTION PORT
99 v7
OVERGROWN CRANBERRY BOG
(WATER, SURFACE OF BOG, EL.=85.9)
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EXISTING
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BENCHMARK
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PLAN REFERENCE PLAN RK 83 PG 45
UUILDiNG LOCH IION AKEtd FROVi REFFRFI CE P`A.J
AID ,/FFiFIED BY `:U P.'EY
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70' C0
99.6.
SLEEVE SEWER AT
WATER SERVICE CROSSING
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55
EXISTING CONTOUR
x 50.98
EXISTING SPOT GRADE
EXISTING WATER SERVICE
EXISTING WATER SERVICE
OVERHEAD WIRES
IS
TEST PIT
46-
BENCHMARK
WETLAND SYMBOL
LEGEND
LOCUS
h%Io Rosetta St
9 N/�\\�
Alboln St W
3
T
m
LOW13 Q o
e Se St
Railway Bluffs Rd
Bay Pok St
Windmill St
LOCUS MAP
GENERAL NOTES:
1 ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER..
2.A.LL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
KITCHEN
BED RM
LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW
—310 CMR 15.405(1)(o)&(b): LOCAL UPGRADE APPROVAL
LOFT/
- T�—�riTr-rc rrcc--Scpc.c- .corm rcr �itrt; _ p.=vYC-cy c—rcn—c-:r-3ti-cvvc�.—
HALL BATH
2) A 3' variance, S.A.S. to property line (side), for a 7' setback.
BED RM_
3) A 3' variance, S.A..S, to property line (front), for a 7' setback.
LIVING RM
5) A �' variance, S.A.S. to cellar wall, for a 1 setback
hr.
6) A 2' var:onice to the maximum ever requirement. of Ove.,
the S.A.S. for up to 5' of cover over the S.A.S.
PORCH
3 THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER. ,
FIRST FLOOR SECOND FLOOR
4 ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
FLOOR PLAN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
100 08 PLAN REVISION 5/17/21
I HOVE- PROPOSED TANK LO(-ATIQ!v
2) E:LIMINA-E `✓APIANCE 1
�) I`JCREASE VARIANCE 4
OWNER OF RECORD
Mcr,!AI\GARA, BRENDAN F
230 PAhICNn SAI,ITA, 74 Rn
PARCEL ID: 120--054 I,17LS, CA 92024
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUIv-
6. T HE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7 WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ,ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
9' 1 WHERE REQUIRED,- CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER PRIOiR TO BACKFILL.
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
7 TRENTON STREET, SOUTH YARMOUTH, MA
Prepared for: Brendan McNamara, 230 Rancho Santa Fe Rd, Encinitas, CA 92024
Engineering by: SCALE DRAWN JOB. NO.
Engineering Works, Inc. 1"=20' P.T.M. 331-20
i 2 West Crossfieid Road, Forestdaie, MA 02644 GAT` CHECKEDSHEET NO.
(508) 477-5313 2/27/21 P.T.M. 1 Of 2