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LEGEND
�--[��--1 PROPOSED CONTOUR
� PROPOSED SPOT GRADE
--gg -- EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
—---V PROPOSED WATER SERVICE
TEST PIT
FIRST FLOOR
PARCEL ID.
031 /032
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5 FT. SOIL
REMOVAL
SECOND FLOQ-4
PARCEL ID:
031 /031
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049/025
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PARCEL ID.
031/27
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LOCUS INFORMATJOK
PARCEL I0: MAP 31 PAR. 026
TITLE REF: 9218/330
PLAN REF: 204/041
PROPERTY IS NOT IN ZONE If
PROPERTY IS IN MADEP NIT. SENS AREA
FLOOD ZONE: '"X"
COMMUNITY PANE. 25001 C--0588--J
DATED:07/ 18,% 14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
12 ACADIA ROAD
WEST YAR M 0 UTH I
.. .11 , a
ALICE T. HOGAN
ARC 4, 2024
Yannouth
A F N#�
i 9 'f� 4i=
nµ o. 1140
i Department
A. 4
k 'STONE
MEYER 8c SONS)
INC.
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitie5@gmdil.com
SHEET 1 OF 2
ELEV. TOP
FOUNDATION:
(Existing)
EL. = 17.21
F. G. EL: 16.0
ENV. 14.21
INV: 13.85
NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE
F.G.EL: 15.50
F.G. EL: 14.8
F.G. EL: 14.92
•� fi» a , • ,� ' w
•
6
10"i
14°
TEE'S ARE TO BE INV.
4" SCH 40 PVC
INV. 13.60
GAS "
BAFFLE
PROP. 1,500 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) TANK/D-SOX SHALL BE SET LEVEL AND TRUE
TO GRADE ON A MECHANICALL COMPACTED SIX
INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2)
3) INSTALL INLET &OUTLET TEES AS REQUIRED
SOIL LOGS
DATE: FEBRUARY 29, 2024
SOIL EVALUATOR: DARREN MEYER, RS, CES 1614
WITNESS: BARRY LEWIS, YARMOUTH HEALTH
Elev.
14.28
13.•45
11.36
PERK 0
EL. 9.58
8.28
4.28
TP --1
A
LOAMY SAND
1OYR 3/1
B
LOAMY SAND
10YR 5/d
C 1
F1NE/MEDIUM
SAND
2.5Y 6/4
C2
MEDIUM
-CoASv
SAND
2.5Y 7/3
Depth
o~
10"
35"
72"
120"
PERC RATE <2 MiN/1N. ("C" HORIZON)
GROUNDWATER OBS 0 110'", EL 5.12
WELL MIW-29, ZONE: 8, LEVEL: 7.74
ADJUST: 2.0 FT, ADJ. GROUNDWATER EL. 7.12
I0
13.20
FINISHED GRADE (14.50)
AIN 2% MIN SLOPE OVER LEACHING AREA
4" SCH 40 PVC
2 S= 27 (MIN,)
NV.
PROPOSED DB-3
DISTRIBUTION BOX
(1-120)
DaRR.I -
1\10. 11.l0
17
SEPTIC SYSTEM PROFILE
* 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by kMEP 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 Eval. Exam in October, 1999.
13.03
INSPECTION PORT
TO GRADE
INV.= 12.87
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:7.04
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
6" INSPEMN PORT M WTTOM OF STONE
W/IN 6" OF FIN" GRADE (USE PERF. PIPE
-- 140
2" OF 3/8" DOUBLE WASHED
STONE OR FILTER FABRIC
INV. ELEV. -12.87
END ELEV.---12.67
3/4' - 1-1/21,
D❑UDLE WASHED STONE
BOTTOM EL.= 12.17
SEPARATION 5.05 F F.
ADJUSTED GRONDWATER EL. 7.12
GENERAL. NOTES.-
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.
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 ASSUMED 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.
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 BEGININING
CONSTRUCTION.
10. EXISTING TANK/LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5
LOCATION WITHIN FOOTPRINT OF PROPOSED NEW SYSTEM.
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 ABUTTING WELLS WITHIN 150' OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 100" OF PROPOSED LEACHING.
15. ALL PIPING TO BE 4" SCH 40 0 1 /8"/FT (UNLESS SPECIFIED)
16. REMOVE ALL UNSUITABLE SOILS 5 FT. AROUND LEACHING TO EL. 11.36
OR TOP OF "Cl" SAND LAYER AND REPLACE WITH CLEAN MEDIUM SAND
PER TITLE 5.
Tops -on- 9" MIN COVER
BREAKOUT EL. = 13.20
15
SOIL ABSORPTION SYSTEM (SECTION)
T
NUMBER OF BEDROOMS: 4 BEDROOM DESIGN
SOIL TEXTURAL CLASS: CLASS I DESIGN PERC RATE: <2 MIN/IN
DAILY FLOW: 440 G.P.D. DESIGN FLOW: 440 G.P.D.
GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER)
SEPTIC TANK/PUMP CHAMBER: 440 gpd x 200% = 880 gpd
USE PROPOSED 150OG SEPTIC TANK
LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F.
DISTRIBUTION BOX: DB-59 H2O (5 OUTLETS (MINIMUM))
PRIMARY S.A.S.
USE 401 X 15'W LEACHING FIELD WITH 4 LATERALS
BOTTOM AREA: 40 x 15 = 600 SF
TOTAL SQUARE FEET PROVIDED = 600 vas. 594.59REQD
DESIGN FLOW PROVIDED: 0.74(600 S.F.) = 444 G.P.D. vs. 440 G.P.D. req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
12 ACADIA ROADWEST YARMOUTH, MA%
Prepared for: Hogan
Design and Site Plan by:
SCALE
DRAWN
DATE
MEYER&.SONS, INC.
N.T.S.
DMM
03/04/24
PO BOX 9£31
FAST SANDWICH, 41A 02537
REV DATE
CHECKED
SHEET NO.
5 0S-362 2922
D M M
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