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VOST LEACHING
(TO BE REMOVED) T
TBM : P A TI O
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CORNER EL. 13.32
Oh EXISTING
EAST SEPTIC
TANK (TO 8E REMOVED)
p�SHED TO BE
REMOVED
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LEGEND
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PROPOSED CONTOUR
®
PROPOSED SPOT GRADE
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
W---
EXISTING WATER SERVICE
li
TEST PIT
SCALE: 1 "=30'
Yarmouth Health Department
APPROVED
ame Date
12.9
SOUTH YARMOUTH
NT
c.
LOCUS MAP
-)-3 LOCUS INFORMATION
TITLE REF: LCC 226444
PLAN REF: LCP 28577-A
PARCEL ID: MAP 051 PAR. 12.3
PROPERTY NOT IN ZONE 11
FLOOD ZONE: "X" (0.2%)
COMMUNITY PANEL. 25001C-0587-J DATED:07/16/14
PROPOSED SITE
& SEPTIC PLAN
LOCATED AT:
219 PLEASANT STREET
SOUTH YARMOUTH, MA
PREPARED FOR
JAMES MODISETTE
NOVEMBER 15, 2022
0OF WSJ'
EDMRD
c A. D FiRA
STONE MEYER
�o 0. O No_ 1140
�5 G TS
QNI40�
MEYER & SONS, INC.
P.O. BOX 981
aCCC�dC� EAST SANDWICH, MA. 02537
JAN 12 2023 PH: (508)360-3311
HEALTH DEPT. FAX: (774)413-9468
meyerandsonstitle50gmoil. COm
SHEET 1 OF 2
ELEV. TOP
DROP FND.
(Existing)
= 13.65 -
INV. 9.50
F.G.EL: 13.2
NOTE: PLACE ALL COVERS TO WITHIN 6" OF FINISH GRADE
INSTALL METAL RINGS/COVERS TO GRADE. IF SURFACE IS PAVED.
F.G.EL: 13.2
F.G. EL: 13.10
NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE
FINISHED GRADE (13.10)
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
INSPECTION PORT
TO GRADE
6' NWECTiON PORT TO WTM of STIOM
10-1
TEE'S ARE TO BE INV. 8.0157 0 *0 :00.
INV. 8.80
• • ::••::••:i •i;� �••wj •i ••;•w:;� �•ii� w; �.;; �.: i•; �:��jw•�j.•:
GAS PROPOSED DB-6
w._ew._M. .w•. •. Aw. w.. . ew. ..•.. .N.�.w_.•
BAFFLE
DISTRIBUTION BOX J0
PROP. 1,500 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
NOTES: TUF-TITE. ZABEL. OR EQUAL
1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION
2) TANK AND 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) INSTALL INLET & OUTLET TEES W/
GAS BAFFLE AS REQUIRED
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE. TITLE V. AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS, EXCEPT AS LISTED BELOW:
- 310 CMR 15.405 (1) (B):
1) A 2-02 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING
TO BE 5.02 FT (MAX) BELOW GRADE VS REO'D 3 FT, (H20/VENT PROVIDED)
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 THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON NAVD DATUM.
6. THE 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.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
THE LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING TANK/LEACHING TO BE PUMPED, CRUSHED AND REMOVED
PER TITLE 5. REPLACE W/ CLEAN MEDIUM SAND.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING.
14. ALL PIPING TO BE 4" SCH 40 O 1/8-/FT (UNLESS SPECIFIED)
15. INTERIOR PLUMBING TO BE COMBINED TO MEET PROPOSED OUTLET
LOCATION AND ELEVATION.
.�* OF
o DARREN
� 'i No.`1�140
SEPTIC SYSTEM PROFILE
INV. ELEV.=7.75
END ELEV.=7.60
3 3/4a a/s.
�1` Jtj DOUBLE WA-Vit_-n SMNE
Ct BOTTOM EL.= 7.10
SEPARATION 5.00FT.
BOTTOM OF TESTHOLE EL. 2.10
SOIL LOGS
DATE: AUGUST 4, 2022
SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614
WITNESS: PHIL RENAUD, YARMOUTH HEALTH
EI•v.
TP-1
Depth
13.10
0 LOAMY SAND
0"
tOYR 3/2
12.43
8"
A LOAMY SAND
IGYR 4/1
11.26
14"
B LOAMY SAND
tOYR 5/8
10.60
30"
C
PERC TEST
FINE -
O EL 8.77
MEDIUM
SAND
2.5Y 6/4
2.10
132"
PERC RATE <2 MIN/IN. (-C" HORIZON)
NO GROUNDWATER OBSERVED
• 1. Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
to conduct soil evaluations and that the above analysis has been performed by me consistent with the
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999.
CMIEC Na 410 9" MIN COVER
l BREAKOUT EL. = 8.08
SOIL ABSORPTION SYSTEM (SECTION)
DESIGN CRITERIA
NUMBER OF BEDROOMS: 4 BEDROOM DESIGN
SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 110 G.P.D. X 4 OR = 440 G.P.D.
GARBAGE GRINDER: NO (not designed for garbage grinder)
SEPTIC TANK: 440 gpd x 200% = 880 gpd, PROP. 1,500 GAL. SEPTIC TANK
LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F.
USE 301 X 20'W LEACHING FIELD WITH 4 LATERALS
BOTTOM AREA: 30 x 20 = 450 SF
TOTAL SQUARE FEET PROVIDED = 600 vs. 594.59 REQ'D
DESIGN FLOW PROVIDED: 0.74(600 S.F.) = 444 G.P.D. vs. 440 G.P.D. req'd
PROPOSED SITE & SEPTIC SYSTEM UPGRADE PLAN
219 PLEASANT STREET, SO. YARMOUTH, MA
Prepared for: James Modisette
Design and Site Plan by: SCALE DRAWN DATE
MEYER &SONS, INC. N.T.S. DMM 11/15/22
PO BOX 981
EAST SANOWICH, MA 02537 REV DATE: SHEET NO.
508362-2922 2 of 2