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GARDEN
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102, 4 X 3
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X
101.72
PROPOSED S.A.S.
2-500 GALLON CHAMBERS
SURROUNDED W/4'STONE
20
X 10L59
PAVED
DRIVEWAY
PLAY
- PATIO EXISTING
SET
101.70
1017", HOUSE(# 15)
EXISTING CESSPOOLS
B14 T. 0. F. 102. 1
& LEACH PIT
_D,
TILLED TOE PGMP
T
V ISAND & ARA114DO!'IED
101,83 C
101,GE3 5X/
0
X
10 P 1 n3
,50
101X
PROPOSED SEPTIC TANK-
01.17 x
0
#K BENCHMA
tg li�' XPETER T,
ULKHEAD P,
Er� =101. 77
CIVIL
■
x 100.85
10114
X 101,63
PK SET
100,00
T
99,70
99.37
1 DO— — EXISTING CONTOUR
X 100.98 EXISTING SPOT GRADE
—W— EXISTING WATER SERVICE
—EXISTING GAS SERVICE
N. K— OVERHEAD WIRES
TEST PIT
LOC
BENCHMARK
LEGEND
GENERAL NOTES:
1 1 ALL CHANGES 1 . 0 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 REGULATfON,,S,
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKRLLED PRIOR
TO JNSPECT!0N 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 PNGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TONOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7, WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WiTH;N 150' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROViNG AUTHORITIES.
10. 11' 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
IN 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 DESIGN ENGINEER PRIOR TO BACKFILL.
11 THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
NOT CONSOERED TO BE A PROPERTY LINE SURVEY.
14, THE ENG'NEFR IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
15 CAPTAIN NOYES ROAD, SOUTH YARMOUTH, MA
Prepared for- Quinmos Excavation, P.O. Box 599, Forestdole, MA 02644
QWNER QE REQQ8 Surveyors! DRAWN B. NO,
KEULY WILLIAM G 1"=20' 326-22
KE LY SUSAN J Engineering Woi-ks, Ine- j JC Engineering, Inc, PJ�M�
12 West Crossfield Rood 2854 Cranberry Hwy,
Forestdole, MA 02644 E.Worehom, MA 02538 DATE SHEET NO.
—5,313 (508) 273-0377 12/7/22 P.T.M. 1 of 2
S. YARMOUTH, MA 02664-2819 -T
L 15 CAPT NOYES RD
(508) 477
NOTE: TO PREVENT BREAKOUT, FINAL GRADE
35aU!�_ �TAK
SHALL NOT BE AT, OR BELOW, EL.=99.1
-T &
INSTALL RISERS & COVERS OVER INLET
FOR A DISTANCE OF 15' FROM THE EDGE
OF THE PROPOSED S.A.S.
OUTLET AND SET TO 6" OF FINsSH GRADE
PROPOSED Q-QQ
INSTALL RISER .0 COVER
PROS.A.S.
PROPOSED .3
SET TO 6" OF GRADE
INSTALL RISER & COVER OVER EACH CHAMBER AND
T.O,F- 102. It
SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT
; I
F.G.EL.=101.6± F.G. EL.-1013±
F.G. EL.=102.0±
F.G, EL,=102,0±
29
EXISTING
HOUSE(# 15) 1
MAINTAIN 2% SLOPE OVER S.A,S.
XODWOW M gi
T.O` = 102. 1
L - 23' 3 max. L 35' L = 5'
Ov
•4
4'SCH40 PVC 4'SCH40
5=1% {MIN.)
PVC 4"SCH40 PVC
2" LAYER OF 1/8' TO 1/2"
DOUBLE WASHED STONE
Pi F��'
FC) TL
Ofa (02, APPROVFIL
PROPOSED S.A.S,
'4
INV.-99�50 IN� 48" LIQUID
—3/4" TO 1--1/2" DOUBLE
2-500 CALLON CHAMBERS
LEVEL ADD INV,
=98,87 INV,=98,70
48' 1 4' 1 WASHED STONE
1- 1
SURROUNDED W/4' STONE
GAS BAFFLE
INV.=99,25
EFFECTIVE WIDTH 12.8'
3 OUTLETS INV.=98.60
OEC 20 2022
RRQP_OSEQ_aLffM_IAI%
2-5QQ
GALLON LEACjjltjG CHAMBERS
1 y
[ACONNECT TO EXISTING SUITjKt-EWER
SURROUNDED
WITH STQt4E AS, SHQWN
H-20 RATED
T HOUSE, AT EXISITING INV.=100.0i If _,,,
TOP CONC. ELEV,=
BREAKOUT ELEV.= 99,10
SEPTIC LAYOUT
NOTES:
INV, ELEV.= 98.60
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES &
INVERTS EXITING HOUSE, PRIOR TO INSTALLATION,
BOTTOM ELEV.= 96.60--
2 x 8.5' - 17, 0' 4'
2) SEPlIC TANK & D-BOX SHALL BE SET LEVEL AND
TRUE TO GRADE ON A MECHANICALLY COMPACTED
4' Or NATURALLY OCCURRING
EFFECTIVE LENGTH = 2j
SIX INCH CRUSHED STONE BASE, AS SPECW10
IN 310 CMR 15.221(2).
PERVIOUS MATERIAL�
5' (MIN) ABOVE G,W�
- ---------
SYSTEM--SECTION
a E3 E:iI E3 0 E3 21 1�1 U
3) INSTALL INLET Sc OUTLET TEES AS REQUIRED.
BOTTOM OF TEST PIT, EL.=91,4
LEACHING
A 00
Ea 0
37"
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
E3 E@ i� E3 E3 E3 ra E3 a E3 Ea
AS MANUFACTURED BY TUr-TIIE, ZABEL OR EQUAL,
tv > E3 0 Eil E3 E3
Z
SEPTIC
SYSTEM PROFILE
102"
DESIGN CRITERIA SOIL LOG
DATE: NOVEMBER 9, 2022
NUMBER Or BEDROOMS: 3 SOIL EVALUATOR: PETER McENTEE SE#1542
SOIL TEXTURAL CLAS& CLASS I {LOADING RATE-0.74 GPD/SF) WITNESS: JAY GARD!NER HEALTH AGENT
DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP DEPTH
DAILY FLOW: 330 GPD 102.1 A 0"
LOAMY SAND
DESIGN FLOW: 330 GPD 101.7 1 OYR 3/4 5"
GARBAGE GRINDER: NO --not ailowed with design B
58
_
AMY SAND
LEACHING AREA REQUIRED. (330 GPD) = 445.9 SF LOIOYR 5/6 500 GALLON CAPACITY, H-20 LOADING
74 GPD/SF 99,7 CIFINE
FINE SAND CHAM BERS
PROPOSED SEPTIC TANK; 1500 GALLON CAPACITY 7,5YR 7/4
PROPOSED DROX: I INtlT, 3 OUTILFT (MiNiMUM), H-20 RATED 97.2 C2 59"
USE 2-500 GALLON LEACHl%3_ _CHAM�QRSjN_SERLE_$ PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE W �Hll _DSTDhL_QN_ VERY
FINE SAND 15 CAPTAIN NOYES ROAD, SOUTH YARMOUTH, MA
2.5Y 4/7
SIDEWALL AREA: 2(12;8' + 25,0') X 2 151,2 S.F, Prepared for- Quinn's Excavation, P.O. Box 5,99, Forestdole, MA 02644
BOTTOM AREA: 12.8' x 25.0' 320.0 S,F�
Engineers: Surveyorc DRAWN JOB. NO,
TOTAL AREA: ... ......... 471 2Sf, 91 A __J128" 1Engineering Works, Inc, JC Engineering, Inc. N.T.S. P.T.M. 326-22
12 West Crossfield Road 2854 Cranberry Hwy.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471,2 SF) = 348.7 GPD NO GROUNDWATER ENCOUNTERED Forestdole, MA 02644 E,Warehom, MA 025ja DATE CHECKED SHEET NO.
PERC RATE <2 MIN/IN, ("C" HORIZON) (SOB) 477-5313 (508) 273-0377 12/7/22 P,T,M. 2 of 2
4" KNOCKOUT
20" DIX COVER
4" KNOCKOUT 4" KNOCKOUT
4" KNOCKOUT