HomeMy WebLinkAboutEngineer Plans - 2021LOT 10
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PROPOSED CONTOUR
PROPOSED SPOT GRADEl
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LOCUS183 PINE 8T.
I.
SCALE 1"=30'
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LEGEND
YARMOUTH
PROPOSED CONTOUR
PROPOSED SPOT GRADEl
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ROAD
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TEST PIT
LOCUS183 PINE 8T.
WN
3
SCALE 1"=30'
Per®tt valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to .State and Local septic varinaces,
Board of Health ,esiew and approv9l is required for.
any future additionsirenovstions/alterations to
stwage facilities and/or structuresldwelling.
Yarmouth Health itleparttaent
APPROVED
SURVEY BY:
WELLER AND ASSOC.
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 488/087
TITLE REF: 9049/208
PARCEL ID: MAP 114. PAR. 1.1
FLOOD ZONE: NOT IN FLOOD ZONE
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
183 PINE STREET
YARMOUTHPORT, MA
PREPARED FOR
MAY 7, 2021
OF
1121
MEYER & SONS INC.
P.O. Box 981
E. SANDWICH, MA 02537
PH. (500360-3311
fax (774)413-9466
meyerandsonstitle5@gmail.com
1 OF 2
697
TOP OF FND.
EL. = 64.0
x711151
63.0
INV. 59.
F.G.EU 63.0
10-1 1
TEE'S ARE TO BE
4" SCH 40 PVC
BAFFLE
INV: 59.40
EXIST. 1,000 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
TUF-TITE, ZABEL, OR EQUAL
NOTES:
1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION
2) D -BOX SHALL BE SET LEVEL AND TRUE TO
GRADE ON A MECHANICALLY COMPACTED SIX
INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2)
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK
WITH 1500 GALLON SEPTIC TANK IF FAILED,
DAMAGED OR UNDERSIZED.
4) INSTALL INLET & OUTLET TEES W/
GAS BAFFLE AS REQUIRED
GENERAL NOTES:
1. RCHAN
OFGES HEALTH AND THE To THIS PLADESIGN ENGINEER. ST BE APPROVED By THE LOCAL
IREMENTS
2. ALL WORK OF THE STATED ENVIRONMENTALCODE, ,TITLE V, AND ANY MATERIALS SK41L CONFORM TO THE APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL. SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM
BEFOREWCONSTRUCTION CONTINEREON SHALL BE UES. ®TO THE DESIGN
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
5. TTHE HE C0 DESIGN
NTRACTOR OAR OWNERNOT
TOENOTTIIFFYYIBLE THE LOCAL BOARFAILURE OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7, WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGR® UPON BETWEEN OWNER AND CONTRACTOR.
S. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNINGNSIBILITY OF THE CONTRACTOR To IFY E
IT SHALL BE THE
CONSTRUCTION.
10, EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5-
11. 48 HOUR DICE FOR ENGINEER CERTIFICATION
12. THIS PLAN S TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
13. D PRIVATE WELLS WITHIN 150° OF PROPOSED LEACHING.
14. D WETLANDS WITHIN 100' OF PROPOSED LEACHING.
15. ALL PIPING TO BE 4" SCH 40 a I/8"/Fr (UNLESS SPECIFIED)
NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE
F.G. EL: 62.80
INV.
PROPOSED DB -3
DISTRIBUTION BOX
(H20)
SEPTIC SYSTEM PROFILE
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
2" OF 3/8" DOUBLE WASHED
STONE OR FILTER FABRIC
4" SCH 40 PVC
0
INV. ELEV.= 58.80
TOP CONC. ELEV.= 59.80
INV. ELEV.= 58.80_
BOTTOM EL.= 56.80 -
SEPARATION 5.30 FT.
BOTTOM OF TESTHOLE EL: 51.50
SOIL LOGS
DATE: APRIL 28, 2021
SOIL EVALUATOR: DARREN MEYER, R.S., CSE x!1614
WITNESS: MALLORY LANGLER, YARMOUTH HEALTH DEPT.
EBev. TP -1 D.En
62.50 A 0"
LOAMY
�D
61.25 ® �"
LOAMY SAND
10YR 5/8
59.58 _ 35"
MEDIUM
SAND
2.5Y E/4
51.50 I 1132"
PERO RATE <2 MIN/IN. (`C3' HORIZON)
NO GROUNDWATER OBSERVED
c I, Dacron M. Meyer, R.S.. CSE, hereby certify that I am oumently approved by MADEP Pursuant to 310 CMR 15.017
to conduct gall evoluatloee and that the aboveanalysis has been Wormed by me aonalstent with the
roquiromenta of 310 CMR 15.017. 1 further oeIHy that I have passed the Soil Eval. Exam in October, 1999.
2 X 8.5'
EFFECTIVE LENGTH = 25'
3/4• - 1_1/2`
DOUBLE WASHED
rd
BREAKOUT
ELEV.= 60.0
3.75' 5 FT. 3.75'
EFFECTIVE WIDTH = 12.5'
SOIL ABSORPTION SYSTEM (SECTION)
500 GALLON LEACH CHAMBER'
DESIGN CRITERIA
NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D.
GARBAGE GRINDER: NO (not designed for garbage grinder)
SEPTIC TANK: 330 gpd x 200% = 660 gpd USE EXIST. 1,0006 SEPTIC TANK
LEACHING AREA. REQUIRED: (330)/0.74 = 445.94 S.F.
USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4'
STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
BOTTOM AREA: 25 x 12.5 = 312.5 SF
SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF
TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'®
DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
183 PINE STREET,
YARMOUTHPORT, MA
Prepared
one
for: S!REV
Design and Site Plan try:
LE
DRAWN
DMM
DATE
05/07/21
MEYER A SONS, INC.
N.T.S.
l'n eoxssl
DATE
CHECKED
SHEET N0.
EAST SANDWICH, AIA 02537
DMM
2 of 2
508-362-2922
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