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APPROVE
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name Date
LEGEND
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Scale: 1"=30'
-FEB 'i d 2422
rWEL
VEY CONDUCTED BY:LER AND ASSOC.
YARMOUTH
ROUTE 6A
LOCUS
455 ROUTE 6A m
A
LOCUS MAP
LOCUS INFORMATION
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PLAN REF: LCP 11785-B
TITLE REF: D273552
PARCEL ID: MAP 124 PAR. 020
PROP. NOT IN ZONE II
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001-CO578-J DATED:07/1
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
455 ROUTE 6A
YARMOUTH, MA
PREPARED FOR
DIANE HUGHES/
READY ROOTER EXC.
FEBRUARY 18, 2022
STEVEN W
RUMBA
No. 35799
9L i5J@Ct
OF
1140
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitle5®gmail.com
SHEET 1 OF 2
376
TOP OF PROPOSED TAHK NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS
FOUNDATION INSTALL RISERS W/IN 6" OF FINISH GRADE
EL. =50.0 FINISHED GRADE46.0
� EL.47.50t F.G. EL: 46.50 � (46.0)
J L MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
EL.44.83
.q . ..� . PIPESTW FL 2 '
IN/WT D -B01( ; 2" OF 3/8" DOUBLE WASHED _ _
6,M 1/2
STONE OR FILTER FABRWIC OUBLE WASHED'
STONE
(� D
10"I14 14" 14" 4" SCH 40 PVC
TEE'S ARE TO BE 6" @ S= 1% (MIN.) ®®®®'®®®®®®®
Exist. Inverts 4" SCH 40 PVC INV: 42.75
® INV.= 48.10 INV:43.50 10006 > 1053535353535353535353
®INV= 48.17 1,5000 COMP.J INV: 43.25 2 EFF. DEPTH ®53®®®0100000
®INV.= 46.22 COMP. GAS GAS INV: 42.55
BAFFLE 4' 4 X 8.5' 4'
®INV.= 46.05 BAFFLE PROPOSED DB -5
H-20 DISTRIBUTION BOX EFFECTIVE LENGTH = 42'
PROPOSED 1,500/1000 GALLON INV. ELEV.= 42.30
2 -COMPARTMENT SEPTIC TANK
BREAKOUT
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING ELEV.= 43.30
PIPE INVERTS PRIOR TO CONSTRUCTION TOP CONC. ELEV.= 43.30
2) TANK AND D -BOX SHALL BE SET LEVEL AND TRUE INV. ELEV.= 42.30 5353®®®®®
TO GRADE ON A MECHANICALL COMPACTED SIX 53535353535353
INCH CRUSHED STONE BASE, AS SPECIFIED IN 53®535353®®
5353®®®®®
310 CMR 15.221(2) BOTTOM EL.= 40.30 4' 5 FT. 4'
3) INSTALL INLET & OUTLET TEES AS REQUIRED
SEPARATION 5.05 FT. EFFECTIVE WIDTH = 13'
SEPTIC SYSTEM PROFILE HIGH GROUNDWATER EL: 35.25 r SOIL ABSORPTION SYSTEM (SECTION)
(500 GALLON LEACH CHAMBER)
GENERAL NOTES: SOIL LOGS DESIGN CRITERIA
NUMBER OF BEDROOMS: 5 BEDROOM DESIGN
I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL DATE: DECEMBER 8, 2021 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL EVALUATOR: DARREN MEYER, RS, CSE 1614 DESIGN PERCOLATION RATE: MIN IN
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS : <MIN/
IN
THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS: PHIL RENAUD, YARMOUTH HEALTH DAILY FLOW: 110 G.P.D. X 5 BR = DESIGN FLOW: 550 G.P.D.
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR GARBAGE GRINDER: NO (not designed for garbage grinder)
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE Elev. TP -1 ps SEPTIC TANK: 550 d x 200% = 1,100 d
DESIGN ENGINEER. Depth gP gP
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 46.50 0" USE PROP. 2,500 GAL 2 -COMPARTMENT (1,500/1,000) SEPTIC TANK
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN A LOAMY SAND
ENGINEER BEFORE CONSTRUCTION CONTINUES. 45.50 10YR 3/2 12" LEACHING AREA REQUIRED: (550)/0.74 = 743.24 S.F.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. B LOAMY SAND USE FOUR (4) 500 GALLON PRECAST LEACH CHAMBERS W/4'
6 THE THE CONIGN TRACTORNORRIS OWNERTTO�NOTIFY THE LOCAL BOARD OF PONSIBLE FOR THE FAILURE OF 42.83 10YR 5/6 44" �� OF Mqs STONE ON ENDS & 4' STONE ON SIDES: 42' L x 13' W x 2'D
7. WAFTER SUPPLYTH FOR ROPER P PROVIDED PBYTTOWN WATER SERVIONS DURING CONSTRUCTION. PERK o C1 FISgNDED. ��P�' 'r9�y
41.17 2 G f; BOTTOM AREA: 42 x 13 = 546 SF
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 2.5Y 7/4 DARREN M.
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 39.50C2 84" o Y R �'-i SIDE AREA: (42 + 13) X 2 X 2 = 220 SF
9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE `'-NO. 11 0
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING MEDIUM SAND TOTAL SQUARE FEET PROVIDED = 766 vs. 743.24 REQ'D
CONSTRUCTION. 2.5Y 6/4 DESIGN FLOW PROVIDED: 0.74(766 S.F.) = 566.8 G.P.D. vs. 550 G.P.D. req'd
10. EXISTING LEACHING (LOCATIONS UNKNOWN) TO BE PUMPED, CRUSHEDS1r."" /�
AND FILLED PER TIRE 5. REPLACE W/ CLEAN MEDIUM SAND AS NEEDED. 3525 135• S4 ITAR�P� iCI`r�17./ PROP. SITE AND SEWAGE PLAN
.
11. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPECIFIED) Ib
12. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PERC RATE <2 MIN/IN. (-Cl- HORIZON) 455 MAIN STREET, YARMOUTH, MA
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. NO GROUNDWATER OBSERVED
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. Prepared for: Hughes/Ready Rooter Exc.
15. SLEEVE SEWER LINE, WITHIN 10 FT. OF MAIN WATER SERVICE. Site Plan Design and Surveying by: SCALE DRAWN DATE
MEYERAND SONS INC N.T.S. DMM 02/18/22
PO BOX 981
SANDWICH, MA 02537 REV DATE CHECKED SHEET NO.
508-3603311 DMM 2 of 2