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_ _ ._ __._ cl wMeERs = 29.T - 32.5'
WASHED, _.. z
FINISH GRADE OVER "^' Y
- FINISH GRADE OVER D-BOX = 30.4 SLOPE @ 2%MIN. OVER SYSTEM 3/4" TO 1-1JT DOUBLEWASHED::
OF PIPE
T.O.F. EL.= 40.5 '�' 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
PROVIDE EXTENSION RISER REMOVABLE WATER -TIGHT COVER OVER STONE O METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
WITH COVER OVER INLET & FINISH GRADE OVER TANK EL .= ' RISER TO WITHIN 6" OF FINISHED GRADE EDULE 40 PVC MIN SLOPE 1°I° PVC VENT PIPE WITH CODE AND ANY APPLICABLE LOCAL RULES.
OUTLET TO WITHIN 6" OF F.G. 0.0' - 31 .2' 4 SCH CHARCOAL FILTER N OF 118E OT XT DOUBLE WASHED
FINISHED GRADE � 3 b" DIA. OUTLET(S) � STONE OR GEOTEXTILE FILTER FABRIC--\� 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
FOUNDATION = 34.0 t __ r _ _ DESIGN ENGINEER.
�@ _ _
21" MIN- ACCESS 1 9" MIN. TOP OF SAS = 27.50' PLACE H-20 RISER ON 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
COVER (3 TYPJ I36" MAX. 5' MAX. CHAMBERS w1PIPED SYSTEM UNLESS OTHERWISE NOTED.
PROP. SCH. 40 t PROP. SCH. 40 39" MIIN- y- 26.50' (SEE NOTE 23 ' INLETS TO WITHIN 6"
BREAKOUT EL = 27.00 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
PVC SEWER �, PVC SEWER OF FINISHED GRADE ELEVATION = 27.09 FOR A DISTANCE OF 16 AROUND THE PERIMETER OF THE SAS. UNLESS A
ff_j2" DROP MIN. 40 Mtl GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
MIN. SLOPE @1% 6" 3„ 3" DROP MAX. 3 g„ MIN. SLOPE 1 L=19'± PROVIDE WATERTIGHT
o � �� THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
„�� JOINTS (TYP.) O o
13" 4" PVC IN FROM � � � � � � � � � � � j 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM.
:"CONNECTION 14" 27 5' SEPTIC TANK 4" PVC OUT TO tt��I � � � � S, THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL
LEACHING FACILITY 1.00' oo !� o
-o 0 00 0 0 0 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
27.50' INLET TEE 17 o 0 0 D 0 0 0 0 00
OUTLET TEE 26.90' MIN. 26.73' �- o 0 0 0 00 0 0 00 0 00 0 0 00 0 00 0o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION- SYSTEM IS
48" 1.09 o0000 0 00 0 0 00 0 � o 000 00 0 0 �� CD
�� o0 00 0o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TEES TO BE CENTERED �
6" CRUSHED STONE ± oo oo- AND DESIGN ENGINEER.
GAS BAFFLE OVER MECHANICALLY
DIRECTLY UNDER RISERS 2'0 -- 6.0' � 2.0' 3.0' 3.0' � 3.0' 8: ELEVATIONS BASED ON APPROXIMATE M,S.L. DATUM, BENCHMARK ELEVATION OF 35.00'
18.2' OFFSET TO FND COMPACTED BASE (TYP.1, lIII �� m`P } ESTABLISHED ON A NAIL SET IN FENCE AS SHOWN ON PLAN.
OUTLET DISTRIBUTION BOX 1 U 0
6" CRUSHED STONE ! GROUND WATER ELEV.= < 19:50' 9.0 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
TO BE INSTALLED ON A LEVEL STABLE
OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET 24.50' 5'MIN. THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
COMPACTED BASE PIPES FIRST
BE LAID LEVEL I. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK
LC-6 CHAMBE ;x i ` TO THE DESIGN ENGINEER -
PROPOSED „ n CAL CHAMBER PROFILE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
10-6 WIDTH 5 8 DEPTH Dimensions per CROSS SECTION VIEW TY CHAMBER`AILS
LENGTH 5-8 ( a LC-
CONTRACTOR TO VERIFY EXtBTIN rDISTRIBUTION
-t� �t
C ,., CMEIShore gg -g g^� DE��
_ y� {{ A } i C; 9 `� �J` NOT TO SCALE : 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
NY VVOR' .; �- 3 � I � - REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
ELEVATION PRIOR' { NOT TO SCALE
I - a;- NOT TO SCALE _... _� �._ - ..._._.. -- - :,, APPROPRIATE AUTHORITY.
NOTIFY r 4 -iNEE . FERE
APPROP
, PERC NO. N/A , 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED.
NOTES. •+), '---w. �i `�" � •' � J INSPECTOR: Phil Rene ud {BOH) UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
3 .� TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF ( EVALUATOR: Michael Pintei, EtT, CSE
EACH SEPTIC SYSTEM COMPONENT.
MAP 137 I� .` Flax ', n,': « ` -"`'' Oct. 27; 1999 DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
C.S.€. APPROVAL DATE. 13. DO
LOT 39 t'�'"� ` ` "� -s-.- ._ ..._, ` M i -f r1 i4,f i ; Ft
t - Pond
`' "- ATE: August 4 2422 WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE MAP 137 e '. t} =i u' D 14.
CONSISTENCY WITH TEST PIT
PROPOSED LEACHING FACILITY TO ENSURE C t MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
tP ` LOT41 . j 4 r"r -'�. .1 .`\` TEST PIT#:
LAN. REPORT TO ENGINEER AND LOCAL BOARD OF d ;- tl .1, ! 1 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
DATA SHOWN ON THIS P �..
DATA. �X
OILS ARE NOT CONSISTENT WITH TEST PIT s i a FI - 50'
HEALTH IFS FINES OR OTHER UNSUITABLE MATERIAL 1N ACCORDANCE WITH 310 CMR 15.255(3).
`: of 'o, 1 ,-'r , / z `� -- iV ;x ELEV WATER =
3.) PROPERTY IS NOT LOCATED WITHIN A MASS DEP APPROVED ZONE IF. < 1 15. CONTRACTOR SHALL
F ; , 4 ; �f � - C FROM THOSE PRIOR TO CONTINUATION WORK.
o t,, ONDtT10N5 FR HO SHOWN PR GO NUA N OF
PERG RATE - < 2 min./inch SITE
4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY
MEASUREMENTS e�A o ' J I ...: t �t 1 f , DEPTH OF PERC = 30" - 48' 16. PROPOSED PROJECT IS LOCATED WITHIN:
FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEA _
_. ,
THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL ��^� 1 "; ` ASSESSOR'S MAP 137 LOT 40
IN.'° (( COw z1;=�j�IF ' TEXTURAL CLASS: I
NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. 3
(9 Y to
OWNER OF RECORD: VIRGIN{A NOTA
- « EBB ROAD
4 , ri - �'tt I
fit' ,• ,'i! 7 RMOUTH PORT MA 02675
a-,
11
ADDRESS:
EXISTING MA 0
s
} 3-BEDROOM
DWELLING 4
A 'Swamp of LOCUS B
FFE=4"1 2 m 44.. `_.. l' ' Cove ?� ` 30„
:S
/ 1
Perc
f/ s v�r�r. t } �o MAP 137 is,
'``< Public'.
`°. Lnditg
LL LOT 40.I Olnt of Rocks
COt } °° 1 SLAB ti
C
I t
PLAN
SCREENED LOCUS
PORCH
SCALE: 1" = 1000' 132'
YA
30.50'
30.17' FEMA FLOOD ZONE X
COMMUNITY PANEL# 25001C0583J
17. DEED REFERENCE: BOOK 7130, PAGE 262
28 00' 18. PLAN REFERENCE: PLAN BOOK 153, PAGE 39
19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20: PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
22. IN ACCORDANCE WITH 310 CMR 15.401 -15A05 THE FOLLOWING LOCAL UPGRADE
APPROVAL IS REQUESTED FROM CMR 310 CMR 15.211:
1.) A 2.0' WAIVER (5.0' - 3.U') FOR MAXIMUM COVER OVER THE THE PROPOSED H-20 SAS.
TOF=40,4'± - '`. HC-2 �. 19.50'
No Mottling, Standing or Weeping Observed
HC_1 } DESIGN DATA.
ti
Yarmouh Health Department 50x0' EXISTING SPOT GRADE
\ i 0� 1 NUMBER OF BEDROOMS (EXISTING) 3
APPROVED - - 50 - - - EXISTING CONTOUR
�4 /
) 3 - J �/' L r _ POSED CONTOUR -
\ NUMBER OF BEDROOMS (DESIGN)
PRO
DESIGN FLOW 110 GAUDAYIBEDROOM ame
50 PROPOSED SPOT GRADE�P�
TOTAL DESIGN FLOW 330 GAUDAY ;
r
i } ° = vAS - EXISTING UNDERGROUND GAS
1J� (3) } \ \\ O PSG DESIGN FLOW x 200 /0 660 GAUDAY
EXISTING OVER HEAD WIRES HEALTH DEPT
EXiSTily
USE PROPOSED 1,500 GALLON SEPTIC TANK
OVERFLOWPiT INSTALLER } � \ 1 }:: �o, Q J�1
o, ) } I'UI,1� - ` "N' _ t.= ._ _ EXISTING WATER LINE
TO LOCATE PIT, PUMP FILL fi y� ! \ \ OQ` i0
ull aRlt; n ,A??n?�I17! F.i -" \ ,s }}. (4) \✓ , , e- y-
V
TEST PIT LOCATION
� }� �y vj ' �R) o`� INSTALL (5) LC-6 LEACHING CHAMBERS w/STONE
PROPOSED 1,500 GALLON SEPTIC TANK
o,
SIDEWALL CAPACITY h PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
0"/ k Q P{ \ \ PROPOSED 1,500 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPDJS.F.) GAUDAY
GALLON SEPTIC TANK (34A' + 9.0') (2) (2') (0.74 GPD/ S.F.} _ 127.3 GAUDAY 13
PROPOSED DISTRIBUTION BOX
r s M i !
_ -
G % t -� PROPOSED LC-6 LEACHING CHAMBER (H-20 )
O
BOTTOM CAPACITY
(LENGTH x WIDTH) (0.74 GPDJS.F.) = GAUDAY
61
i L \
(34.0' x 9.0') (0.74 GPD/S.F.) - 226.4 GALIDAY
I I P ! } -
x5 l I --PROPOSED (5) LC-6 TOTALS: REV. 1 DATE BY APP'D. DESCRIPTION
CO i CHAMBERS (H-20) wl STONE
I 5 PROPOSED SEPTIC SYSTEM UPGRADE
I 01 �(6) TOTAL NUMBER OF CHAMBERS
PROPOSED 1 �' } TOTAL LEACHING AREA 478.0 SQ.FT. tH °F M4s PREPARED FOR:
DISTRIBUTION BOX t` f p I l
'� I i� TOTAL LEACHING CAPACITY 353.7 GAL.lDAY JOHN Ly�N� ROBERT B. OUR CO., INC.
PROPOSED 4" SCH.
/ \ CHURCH JR. ti
40 PVC VENT (5) 1 \ Benchmark a
t /
(LOCATION PER. OWNER) Nail In U.P. ,NO. 8066 LOCATED AT
i R=25.00 Elev. = 35.00'
L-50.55 // Approx M.S.L. r 7 EBB ROAD
/ (� / YARMOUTH PORT, MA 02675
DATE SEPTEMBER 16 2022 ,
DESCRIPTION
HCA
HC-2
SEPTIC COVER IN (1)
21- '
34A'
SEPTIC COVER OUT (2)
23A!
34.6'
CORNER OF STONE (3)
21.0'
29.4'
CORNER OF STONE (4)
27.8'
37.8'
CORNER OF STONE (5)
54.8'
58:4'
CORNER OF STONE (6)
51.T
53.3'
( ; *450�G t2 +� f SCALE: I INCH = 10 FT. ,
1 0 5 10 20 40 FEET
j' �1' I
'S � �t>a nr
y-- c PREPARED BY:
\ RESERVED FOR BOARD OF HEALTH USE a CHURCH, L". N� JC ENGINEERING, INC.
CI
NO. 07 H 2854 CRANBERRY HIGHWAY
\ EAST WAREHAM, MA 02538
508.273.0377
Draw
SITE PLAN \t _ sign
i n By: ATB Deed By BMCP -Checked By: JLC JOB No.643 6
SCALE: 1"-
_ _