Engineer Plan--98--- — EXISTING CONTOUR
x 100.98 EXISTING SPOT GRADE
—0. H. W.-- OVERHEAD WIRES
W EXISTING WATER SERVICE
Q� TEST PIT
10, BENCHMARK OAD
P, 9-
C A �13p 99,62
LAR PK SET
99,05
A
98.29 7T "7*500 E
v
99,19
10 0 16
LOT 40
11 A Toots C7
W,t
5RIV15WA\Y
Xi 91916 5
NY
t \ .
y 100,04 TP
100,31
TP
EXISTING CESSPOOL
AND LEACH PIT
TO BE PUA4PED &
FILLED WITH SAND
100.47
100,5�, J
X
PROPOSED \200
SEPTIC TANK
0)4
x ,
100-�;40".,
PROPOSED S.A.S.
2-500 GAL CHAMBERS
SURROUNDED WITH STONE
"1EX1ST1NG',,
HOUSE(#5 1)
T. 0. F. = 101.6E
BH
101.67
00,
X 100,70
X 100,74
SPI
+ KE 10047
0, 100,39 X
SHED
'Outh Health Departnjej
APPROVED
Date
U
Z.
�g k
LOCUS
MAP
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
F PK SE BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
LAI100,00
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3, THE SEWAGE DISPOSAL SYSTEM SHALL. NOT BE BACKRLLEO PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
--0 H, 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
BENCHMARK HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
COO./BULKHEAD 7, WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
EL.=101.67 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
x 100-38 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.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
Z
1N 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 HEALTH DEPARTMENT PRIOR TO BACKFILL.
y %, 13, THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
PETER T
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
1-1
McENTEE
CIVIL
MAP ID: 78-185
35109
sit,I
PROPOSED
SEPTIC SYSTEM UPGRADE PLAN
51 ANTLERS ROAD, SOUTH YARMOUTH, MA
Prepared For: Quinn's Excavation, P,O. Box 559, Forestdole,
MA 02644
Engineers-
Surveyors:
SCALE
DRAWN
JOB, NO.
OWNER OF RECORD
Engineering Works, Inc.
JC Engineering, Inc,
1 "=20'
P.T,M,
342-22
SULLIVAN, JOSEPH R
51 ANTLER*S ROAD
12 West Crossfield Road
Forestdals, MA 02644
2854 Cranberry Hwy.
E.Woreharn, MA 02538
DATE
CHECKED
SHEET Na.
SOUTH YARMOUTH, MA 02664
(508) 477-5313
(508) 273-0377
12/16/22
P.T.M.
1 of 2
NOTETO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < El- 97,50
EX15jItjG SEPTIC IAN FOR A DISTANCE OF 15' AROUND THE
PROVIDE RISERS WITH COVERS OVER INLET & PERIMETER OF THE S.A.S.
OUTLET MANHOLES SET TO 6" OG FINISH GRADE. PRQ !Q5ED D-M PROPQ50—, 2,
INSTALL RISER —5A5
& COVER INSTALL RISER & COVER OVER ONE CHAMBER AND
T.O.F,=101.6± SET TO 6" OF GRADE SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT -"EXISTING'1�1_
± HE(#
-F,G. EL=101,0± F.G. EL.=100,5± F,G, EL.=100.5± FG EL.-100.5T. 0OUS
. F, 1015,
1) 6-t-
MAINTAIN 2% SLOPE OVER S.A.S. P
0 S=l% (MIN.) *S-l% (MIN.) 0 S_I% (MIN-) 2* LAYER OF 1/8" TO 1/2" 492,
4"SCH40 PVC 4,DOUBLE WASHED STONE
'SCH40 PVC 4,"SCH40 PVC -62.7,
Gala
109 00138131ara
cast r pia —3/4' TO 1--1/2" DOUBLE
INV.=98,25A WASHED STONE
4.8 1 3,5,
A CA PROPOSED
DO L S-/ '27 INV. =97, 10 151.1,
lAF E INV,=97,
INV,-98.00 D__ B9z EFFECTIVE WIDTH
INV,=97,00
EIROP ED _KEIW4_JANE PROPOSED S.A.S.
l 3-Q R 2-500 CAL CHAMBERS
��T N A�
H-20 RATED SURROUNDED WITH STONE
CONNECT TO T6' EXISTING 4;' SEWER'
OUTLET AT HOUSE, INV,=99,6±
TOP GONG, ELEV.= 98,1±
BREAKOUT ELEV.= 97.50--- SEPTIC LAYOUT
INV. ELEV.= 97,00 Zia
NOTES:
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV,= 95-00 4 1 2 x 8.5' 17 0' 4'
INVERTS, PRIOR TO INSTALLATION. 4' OF NATURAIA,Y OCCURRING EFFECTIVE LENGTW - 25.0
2) TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO PERVIOUS MATERIAL -------
GRADE ON A MCCHANICALLY O 5' ABOVE GROUNDWATER E�6 C) E3 E3 E3 E3
MPACTED STABLE BASE �17O� E13
OR SIX INCH AGGREGATE BASE, AS SPECIFIED 310 CMR JEAQALN!�_ SY5TEM SECTION3
E3 CEE3@ E3 Ea E:3E� Eill EE337EE33 tal E3 37"
5,221 (2)� NO GROUNDWATER, EL,=88.8 E3 F3 U La
t
E3 E3 a E3 E3 E3 E:� Ea
3) INSTALL INLET & OUT.ET TEES AS REQUIRED Nt Lu
>
4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEF Ezo ka-ER E3 ER Ea E3 E3 E3 Eaa Eaa3
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE
102"
SOIL LOG
DATE-'DECEMBER 8, 2022
DESIGN CRITERIA SOILEVALUATOR� ANNA WIMMER, 5E-14615
WITNESS; JAY GARDINER HEALTH AGENT
NUMBER OF
F BEDROOMS: ELEV. TP DEPTH
SOIL TEXTURAL CLASS: CLASS I (LOADING IRATE=0-74 GPD/S,F,) 100.3 0
DESIGN PERCOLATION RATE: <2 MIN/IN Ap LOAMY SAND
DAILY FLOW: 330 GPD 10YR 4/3 61,
-B�,
DESIGN FLOW: — —
W: 330 GPD LOAMY SAND
4" KNOCKOUT
20" DIA, COVER
KNOCKOUT—'
4" KNOCKOUT 4"
0
4" KNOCKOUT
GARBAGE GRINDER: fqu-nor aliowed Win desrcjn I OYR b/ 6
LEACHING AREA REQUIRED: (330 GPD) = 4459 S.F. 97,4ci 35" 500 CALLON CAPACITY, H-20 LOADING
74 GPD/S,F. MED, SAND
2. 5Y 6/4 CLAMBERS
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY
PROPOSED D—BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED 95,3 60"
FINE SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 2-500 GALLOR_LEA_CLUN_Q CHAMBEE5LN_ S—ERIE 2.5Y 7/3
YARMOUTH, MA
URROU DIED BY DOUBLE WASH ED_5_TQ)_U_QNALL_Sj —U—S 91,5 7E 51 ANTLt_k§_ _R0A_D_,S0_UT_H_
106"
Prepared For- Quinn's Excavation, P.O. Box 559, Forestdole, MA 02644
SIDEWALL AREA: 2(110 + 27�0) y 2 = 1155,2 S.F.
MED. SAND 'Eel otleer9: Surveyors: SCALE DRAWN JOB, NO.
BOTTOM AREA: 1 1,8' x 27,0 = 318.6 - S. F, 2,5Y 7/6 Engineering Works, Inc, JC Engineering, Inc. N.T,S. P.T.m. 342-22
. ......,473,8....
TOTAL AREA: ........ __ ....... .... .... S,F, 88.8 138" 12 West Crossfield Rood 2854 Cranberry Hwy.
PERC RATE <2 MIN/IN, ("C' HORIZON) Forestdole, MA 02644 E.Worsham, MA 025j8 DATE CHECKED SHEET NO3
DESIGN FLOW PROVIDED: 0,74 GPD/S.F,(473,8 S,F.) = 350.6 GPD NO GROUNDWATER ENCOUNTERED 1(508) 477-5313 (508) 273-0377 12/16/22 P.T.M. 2 of 2