HomeMy WebLinkAboutEngineered Plan - 20164 SCHEDULE 40 PVC MIN. SLOPE 1% FINISHED GRADE OVER CHAMBERS9.4 ± 10,1 ± �.I SAL NOT
+ D - BOX= �' SLOPE 2% MIN.
TOP OF FND. EL 10.6 _ INISH GRADE OVER D BOX 9.4 _ @ 1. UNL NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION
INSPECTION PORT WITH ACCESS ESS OTHERWISE ,
PROVIDE EXTENSION
TO WITHIN 6 OF I METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
CONCRETE C FINISH GRADE OVER TANK EL= REMOVABLE WATER TIGHT COVER OVER I BOX TO WITHIN 6" OF F.G.
FINISH GRADE OVER INLET & OUTLET CODE AND ANY APPLICABLE LOCAL RULES. ,
FINISHED GRADE �+ RISER TO WITHIN 6" OF FINISHED GRADE
FOUNDATION = �+ 9.7 _ _ _ _ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
✓- @ 9.7 _ 5 DIA. OUTLET(S) _
1 � � � - DESIGN ENGINEER.
IN. ACCESS ., 1.2 WIDE COUPLING
}
20 M A 36 MAX.
COVER 3 TYP. „ �� 3 4" SCHEDULE 40 PVC.. PIPE WITH WATERTIGHT JOINTS SHALL BE USED IN DISPOSAL
t ) 9 MIN. I 9 MIN.
PROP. SCH. 40 . 9" MIN. 36" MAX. ' SYSTEM UNLESS OTHERWISE NOTED.
PVC SEWER PROP. SCH. 40 36" MAX.
TOP OF SAS7 B.O. = 7,68 GRADE SHALL NOT BE LESS THAN
4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED
PVCSEWER
ELEVATION = 7.68' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
-L� 2" DROP MIN.
XISTf G- - MIN. SLOPE 1% 6„ 3„ g„ PROVIDE WATERTIGHT '
=_ 3 DROP MAX. 3
M,N.s�oPE@t% _ '�•. 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
L 4 _ JOINTS (TYP.)
1 08' „ THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
„ Q
° Czs..� E 13 I „ t 13 o UM.
4 PVC IN FROM
', tTYP'� 7.13" P S. SLOPE ALL SOLID PIPEAT 1.0%MINIM
_ 14 7.55 SEPTIC TANK _4" PVC OUT TO 0.59 (N )
��
1 9 --p- _ + LEACHING FACILITY
�..� , t., 2- -i-'* L 27 _ O 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
s �
j 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
12" 6" ' 6,60' laid flat -2.875'(34.5--I FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
„ OUTLET T E 7.47' MIN. ' 7.19 ` (TYP.) OVA FROM BOARD OF HEALTH
7.72 48 7.30 5 0' NOT TO BE BACKFILLED WITHOUT FIRST OBTAINING APPROVAL
N ENGINEER.
� ; AND DESIG E ,
GAS BAFFLE
6 CRUSHED STONE (TYP.) 8.6
OVER MECHANICALLY I PROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 9.88'
A 31.2' 5.0' MIN. REQ'D 8. ELEVATIONS BASED ON AP
7.6' TO FND COMPACTED BASE
ESTABLISHED ON CORNER OF BULKHEAD AS SHOWN ON PLAN.
5 4.0' PROV'D (See Gen. Note #21)
6" CRUSHED STONE OUTLET DISTRIBUTION BOX 1*
OVER MECHANICALLY TO BE INSTALLED
ON A LEVEL STABLE GROUND WATER ELEV.= 2.60 CR-lsBEtS (EI` D VLEW� 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
C C C BASE. FIRST TWO FEET OF OUTLET
COMPACTED BASE
THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CHAMBERS PROFILE 1 _
' 1 -888 -DIG SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK H-10
PIPES TO BE LAID LEVEL. ELEVATION BASED ON MOTTLING FOUND AT 26 KERRY COURT DURING PERC TEST
( ),
„ , „ PERFORMED ON 10-05-16 BY MICHAEL PIMENTEL WITH JC ENGINEERING, INC.
TO THE DESIGN ENGINEER.. ,
10 -6 5'-8" DEPTH 5 -$ (Dimensions per
_ , ,, S -3, LENGTH WIDTHCROSS SECTION VIEW
f�r'1 �ti,r i"s'� � r" Yti_�I�.. ; � `. -11 1-3, ,. �a r-•. r+ ra � 1 � w' r �w a• -•a -
..,�I`�TT.,, .� a �. ten( 1 � � Precast Corp., Pocasset, MA} � R - ,� � d
` � � � � w 1 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
ELEVATION PRIOR � O ANY _ ,;��=�i�. <.,
SEPTIC T N �" . PROF[ L.E STR I U I ION BOX, D 1 I 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
- ,� .x; - NOT TO SCALE
f�OT Y Ef. G,NZEEE'R II~ DIFF_REN e'. NOT TO SCALE NOT TO SCALE � REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
s APPROPRIATE AUTHORITY.
� l "� CATA
NOTES:
1.) CONTRACTOR SHALL VERIFY.SOIL CONDITIONS IN THE LOCATION
OF THE PROPOSED LEACHING. FACILITY TO ENSURE CONSISTENCYi
WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER
AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH
TEST PIT DATA.
GARAGE; ,
2. PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2.
BED' BATH , KITCHEN
MAP 23
LOT 170
I
.4- TWIN CHERRY I
Bi=n LIVING ROOM,
MAP 23
#26 ���` +� 2 AK LOT 169
EXISTING
DWELLING PROPOSED 1,500
GALLON SEPTIC TANK
/ 8x4' PROPOSED DISTRIBUTION BOX
CO 9x5'��� EXISTING DWELLING FLOOR PLAN
_� NOT TO SCALE
a co
�o ! -%� I` Benchmark
�, a Corner of Bulk Head
/' \,
N " x2' 9x6' � Elev. = 9.88' PROPOSED TOTAL 18 ARC
�M / ���f Approx. M.S.L. 36 CHAMBERS IN A FIELD
/ I CONFIGURATION :
CL
12 9x6
�OAK GARAGE 0 -!'� LXISTIe�G CESSPOOL TO BE CLlaviPEfl,
t:i._91iOV EL] A1..i V5..11 .LJ."t, �{CL vv,
; I .tit �i..C.,
SLAB EL.=10.3'± TP 2��� r- �,�,
, A ND REPLACED 1'U/ CL -AN, COA F - SE SAND
9x 9x4'
U-
16"
Perc
34„
B.
40"
C
81.6"
/ 9x7' /` ��e / PROPOSED 1.2' WIDE '
/ ® / � -1-<UO
x
/ C/O ®, 9 6 ��tiE O COUPLING (TYP OF 3)
MAP 2 PLAN
3 �
LOCUS S
/ LONG 90° -� w_, ®• - , O�� -I�.
e gx5 '-
e, LOT 164 / r -- - __..� -e t- 102
/ SWEEPING BEND e _ '
r� �� SCALE: 1" 1000
/ � 9x7 �>
ADDRESS: 149 CHESTNUT STREET
9.4U' CLINTON, MA 01510
FEMA FLOOD ZONE AE (ELA1)
COMMUNITY PANEL # 25001 C0588J
17. DEED REFERENCE: DEED BOOK 3928, PG. 250
8.07' 18• PLAN REFERENCES: 1.) PL BK. 294, PG. 80
2.) PL. BK. 90, PG. 135
6.57' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
6.0T FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY .
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
211• IN ACCORDANCE WITH -310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
APPROVALS ARE REQUESTED FROM 310 CMR 15.211 & 310 CMR 15.212(1):
1.) A 7.0' WAIVER (10.0' - 3.0') FOR THE SETBACK FROM THE SAS TO THE REAR PROPERTY LINE.
2.) A 7.0' WAIVER (10.0' - 3.0') FOR THE SETBACK FROM THE SEPTIC TANK TO THE REAR
2.60' PROPERTY LINE.
3.) A 2.4' WAIVER (10.0' - 7.6') FOR THE SETBACK FROM THE SEPTIC TANK TO THE HOUSE
FOUNDATION.
4.) A 10.0' WAIVER (20.0'- 10.0') FOR THE SETBACK FROM THE SAS TO THE EXISTING HOUSE
FOUNDATION.
0.90' 5.) A 1.0' WAIVER (5:0' - 4.0) FOR THE SEPARATION BETWEEN THE SAS AND ESHGW.
\ II 1�J . ;) - 3.`± B.H. e 9x8' 'tom 22. OWNER (APPLICANT /CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
r/ PROPOSED INSPECTION
x ' #20 / .' • I' I REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
.._,.; 16 PINE ,,\ � 9 4 � e; � PORT (TYP OF 2)
e ti\ co EXISTING *ELEVATION BASED ON MOTTLING
/ C/O I ,
2 BE
e. EV
_ I
/ -FULLS : ! / CBD '� DESIGN S I G � � A FOUND AT 26 KERRY COURT DURING
} DWELLING / ID
9x7 / ¢ - I
,j �t
,+/ / ,- PERC TEST PERFORMED ON 10-05-16 L G I
✓ FF .11.5- � / ,' ,•C � �., /� 9p �
_ ,+ e p S`;\'�� BY MICHAEL PIMENTEL WITH JC
8x8 TO F 10.6_ e / p _
.� 1 Z" 14" \ : -I� 50x0 EXISTING SPOT GRADE
e _ BFE = 4.9'± �✓ z-�y„� \ ENGINEERING, INC.
INV. tB - �.2± - t�I,/ ,� ,,.;- NUMBER OF BEDROOMS (EXIST.) 2
CSE = 7.4± } �;.,:,� _ _ L1liuvs .� - -
MAP 23 - 50 - EXISTING CONTOUR
7 zs % �� %:. J NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5)
LOT 165 � /
\ -CRAWL 6' 18 \ 110 - Q1H/W D/H/W - EXISTING OVERHEAD UTILITIES
e 6,337 s.f. ± ' -- DESIGN FLOW GAUDAY/BEDROOM I
`�- 9 x 5
e \
TOTAL DESIGN FLOW 330. GAL/DAY, I
I �,• a.L,� w w w EXISTING WATER LINE
9x3 a ,�• ---a, PROPOSED 40 MIL IMPERVIOUS o
\ STOOP DESIGN FLOW, x 200 /o = 660 GAL/DAY
V GEOMEMBRANE LINER I cas!
EXISTING GAS LINE
x ��� w U.?: (TOP EL.=7.7; BOTTOM EL.=2.7') USE PROPOSED 1,500 GALLON SEPTIC TANK
e - .� p;,•511s
.� •2 BEDROOM DEED RESTRICTION TO BE FILED TEST PIT LOCATION
9x6' o '�
z r
INSTALL 18 -ARC 36 CHAMBERS & 3 COUPLINGS i
I PROPOSED .1,500 GALLON SEPTIC TANK
9x6'
N.
OOO
s / SYSTEM CAPACITY
Fp PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
(TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) - GPD
Do
-9 : c
') (4.8 SF/LF) (0.74 GAUS(93.6Q.FT.) 332.5 GAL: LEACHING DAY
A
PROPOSED DISTRIBUTION BOX
HC -1 L e .
(2) J� r, TOTALS: -
�i9, �y F�irT y 3 CBD �e \
�/, �P 3"
i Q PROPOSED ARC 36 CHAMBER
kz CA F O J BUSH (fYP) TOTAL NUMBER OF CHAMBERS: 18
8' <qe r / \ / f TOTAL NUMBER OF COUPLINGS: 3
Q )-o' R e PROPOSED 1.2' WIDE COUPLING
(3) %' \ � \ � G. ..� TOTAL LEACHING AREA: 449.3 � 0
TOTAL LEACHING CAPACITY: 332.5
9
�7e NOTE:
2 4 p2 / REV. DATE BY APP'D. DESCRIPTION
(6) R=24'
-2 \ EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE I �+ SYSTEM
�±p
i L=3$ 69� �`'
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL t'l`!, 0� �b�-��' PROPOSED SEPTIC �7YSTEIVI UPGRADE
o hry Q
LETTER CERTIFICATION FOR GENERAL USE ISSUED TO
►� / Permit valid for REPAIR i iN' S" I� til'STEI11
EI
INFILTRATOR SYSTEMS ATE OF.REVISION: JUNE 12 2015 - 1.+ PREPARED FOR.
/ L , INC.,, ONLY due to State ,end i „al se �i �a�iances. Vii; �.`` +'
: � � j _ .; -: .,.,,: -. .. .; .. :�•t+t•;.:,: �. �
z TRANSMITTAL NUMBER - X264258. f e.
B.H. / Board t Nealth reveew ani, :,, ,,,�,t ,,.red for CAPEWIDE ENTERPRISES
(4)
any future. additions/ren��, Nouns! t .,tions to L::a JOHN L. : a,�
I
,. U sewage aciliticsanrl/fir truct,��,�,/dw, )i k. CNJ,.0 .LL JR.
"mil C IL `tb
Yarmouth Health t )vpa,rt .0 .t tv . 418r LOCATED AT
,a
RY '
�,�_ ',N
aJOn
SWING -TIES
' A�'���! til' `> ��` ,l
' 20 KERRY COURT
WEST YARMOUTH, MA 02673
Nat�te I sate SCALE: 1 INCH = 10 FT. DATE: NOVEMBER 9, 2016
0 5 10 20 40 FEET
' PREPARED BY:
RESERVED FOR BOARD OF HEALTH USEs JC ENGINEERING' INC.
2854 CRANBERRY HIGHWAY
A
EAST WAREHAM, MA 02538
Via$ C e T M
508.273.0377
DESCRIPTION
TSS I
12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
SEPTIC COVER IN (1)
10.7'
INSPECTOR: Amy VonHone, R.S
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
12.7'
34.0'
EVALUATOR: Michael Pimentel, E.I.T.
TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
28.4'
CHAMBER CORNER (4)
C.S.E. APPROVAL DATE:" Oct. 1999
13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
CHAMBER CORNER (5)
50.2'
DATE: November 3, 2016
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
19.1'
23.1'
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
TEST PIT #: 1
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
_
ELEV TOP 9.40
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
ELEV WATER = 2.60'*
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
PERC RATE _ < 2 min./inch
16. PROPOSED PROJECT IS LOCATED WITHIN:
DEPTH OF PERC _ 16"-34"
ASSESSOR'S MAP 23 LOT 165
TEXTURAL CLASS: 1
OWNER OF RECORD: JOSEPH M. NALLY
U-
16"
Perc
34„
B.
40"
C
81.6"
/ 9x7' /` ��e / PROPOSED 1.2' WIDE '
/ ® / � -1-<UO
x
/ C/O ®, 9 6 ��tiE O COUPLING (TYP OF 3)
MAP 2 PLAN
3 �
LOCUS S
/ LONG 90° -� w_, ®• - , O�� -I�.
e gx5 '-
e, LOT 164 / r -- - __..� -e t- 102
/ SWEEPING BEND e _ '
r� �� SCALE: 1" 1000
/ � 9x7 �>
ADDRESS: 149 CHESTNUT STREET
9.4U' CLINTON, MA 01510
FEMA FLOOD ZONE AE (ELA1)
COMMUNITY PANEL # 25001 C0588J
17. DEED REFERENCE: DEED BOOK 3928, PG. 250
8.07' 18• PLAN REFERENCES: 1.) PL BK. 294, PG. 80
2.) PL. BK. 90, PG. 135
6.57' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
6.0T FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY .
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
211• IN ACCORDANCE WITH -310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
APPROVALS ARE REQUESTED FROM 310 CMR 15.211 & 310 CMR 15.212(1):
1.) A 7.0' WAIVER (10.0' - 3.0') FOR THE SETBACK FROM THE SAS TO THE REAR PROPERTY LINE.
2.) A 7.0' WAIVER (10.0' - 3.0') FOR THE SETBACK FROM THE SEPTIC TANK TO THE REAR
2.60' PROPERTY LINE.
3.) A 2.4' WAIVER (10.0' - 7.6') FOR THE SETBACK FROM THE SEPTIC TANK TO THE HOUSE
FOUNDATION.
4.) A 10.0' WAIVER (20.0'- 10.0') FOR THE SETBACK FROM THE SAS TO THE EXISTING HOUSE
FOUNDATION.
0.90' 5.) A 1.0' WAIVER (5:0' - 4.0) FOR THE SEPARATION BETWEEN THE SAS AND ESHGW.
\ II 1�J . ;) - 3.`± B.H. e 9x8' 'tom 22. OWNER (APPLICANT /CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
r/ PROPOSED INSPECTION
x ' #20 / .' • I' I REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
.._,.; 16 PINE ,,\ � 9 4 � e; � PORT (TYP OF 2)
e ti\ co EXISTING *ELEVATION BASED ON MOTTLING
/ C/O I ,
2 BE
e. EV
_ I
/ -FULLS : ! / CBD '� DESIGN S I G � � A FOUND AT 26 KERRY COURT DURING
} DWELLING / ID
9x7 / ¢ - I
,j �t
,+/ / ,- PERC TEST PERFORMED ON 10-05-16 L G I
✓ FF .11.5- � / ,' ,•C � �., /� 9p �
_ ,+ e p S`;\'�� BY MICHAEL PIMENTEL WITH JC
8x8 TO F 10.6_ e / p _
.� 1 Z" 14" \ : -I� 50x0 EXISTING SPOT GRADE
e _ BFE = 4.9'± �✓ z-�y„� \ ENGINEERING, INC.
INV. tB - �.2± - t�I,/ ,� ,,.;- NUMBER OF BEDROOMS (EXIST.) 2
CSE = 7.4± } �;.,:,� _ _ L1liuvs .� - -
MAP 23 - 50 - EXISTING CONTOUR
7 zs % �� %:. J NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5)
LOT 165 � /
\ -CRAWL 6' 18 \ 110 - Q1H/W D/H/W - EXISTING OVERHEAD UTILITIES
e 6,337 s.f. ± ' -- DESIGN FLOW GAUDAY/BEDROOM I
`�- 9 x 5
e \
TOTAL DESIGN FLOW 330. GAL/DAY, I
I �,• a.L,� w w w EXISTING WATER LINE
9x3 a ,�• ---a, PROPOSED 40 MIL IMPERVIOUS o
\ STOOP DESIGN FLOW, x 200 /o = 660 GAL/DAY
V GEOMEMBRANE LINER I cas!
EXISTING GAS LINE
x ��� w U.?: (TOP EL.=7.7; BOTTOM EL.=2.7') USE PROPOSED 1,500 GALLON SEPTIC TANK
e - .� p;,•511s
.� •2 BEDROOM DEED RESTRICTION TO BE FILED TEST PIT LOCATION
9x6' o '�
z r
INSTALL 18 -ARC 36 CHAMBERS & 3 COUPLINGS i
I PROPOSED .1,500 GALLON SEPTIC TANK
9x6'
N.
OOO
s / SYSTEM CAPACITY
Fp PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
(TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) - GPD
Do
-9 : c
') (4.8 SF/LF) (0.74 GAUS(93.6Q.FT.) 332.5 GAL: LEACHING DAY
A
PROPOSED DISTRIBUTION BOX
HC -1 L e .
(2) J� r, TOTALS: -
�i9, �y F�irT y 3 CBD �e \
�/, �P 3"
i Q PROPOSED ARC 36 CHAMBER
kz CA F O J BUSH (fYP) TOTAL NUMBER OF CHAMBERS: 18
8' <qe r / \ / f TOTAL NUMBER OF COUPLINGS: 3
Q )-o' R e PROPOSED 1.2' WIDE COUPLING
(3) %' \ � \ � G. ..� TOTAL LEACHING AREA: 449.3 � 0
TOTAL LEACHING CAPACITY: 332.5
9
�7e NOTE:
2 4 p2 / REV. DATE BY APP'D. DESCRIPTION
(6) R=24'
-2 \ EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE I �+ SYSTEM
�±p
i L=3$ 69� �`'
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL t'l`!, 0� �b�-��' PROPOSED SEPTIC �7YSTEIVI UPGRADE
o hry Q
LETTER CERTIFICATION FOR GENERAL USE ISSUED TO
►� / Permit valid for REPAIR i iN' S" I� til'STEI11
EI
INFILTRATOR SYSTEMS ATE OF.REVISION: JUNE 12 2015 - 1.+ PREPARED FOR.
/ L , INC.,, ONLY due to State ,end i „al se �i �a�iances. Vii; �.`` +'
: � � j _ .; -: .,.,,: -. .. .; .. :�•t+t•;.:,: �. �
z TRANSMITTAL NUMBER - X264258. f e.
B.H. / Board t Nealth reveew ani, :,, ,,,�,t ,,.red for CAPEWIDE ENTERPRISES
(4)
any future. additions/ren��, Nouns! t .,tions to L::a JOHN L. : a,�
I
,. U sewage aciliticsanrl/fir truct,��,�,/dw, )i k. CNJ,.0 .LL JR.
"mil C IL `tb
Yarmouth Health t )vpa,rt .0 .t tv . 418r LOCATED AT
,a
RY '
�,�_ ',N
aJOn
SWING -TIES
' A�'���! til' `> ��` ,l
' 20 KERRY COURT
WEST YARMOUTH, MA 02673
Nat�te I sate SCALE: 1 INCH = 10 FT. DATE: NOVEMBER 9, 2016
0 5 10 20 40 FEET
' PREPARED BY:
RESERVED FOR BOARD OF HEALTH USEs JC ENGINEERING' INC.
2854 CRANBERRY HIGHWAY
A
EAST WAREHAM, MA 02538
Via$ C e T M
508.273.0377
DESCRIPTION
HCA
HC -2
SEPTIC COVER IN (1)
10.7'
30.6'
SEPTIC COVER OUT (2)
12.7'
34.0'
CHAMBER CORNER (3)
20.8'
28.4'
CHAMBER CORNER (4)
51.0'
22.4'
CHAMBER CORNER (5)
50.2'
15.3'
CHAMBER CORNER (6)
19.1'
23.1'
SCALE: I"= 10' SCALE: 1 " = 10' t r w e Drawn By: BJVU Designed By: B 1VV Checked By: JLC JOB No. 3636