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T.O.F. EL.= 20.5± FINISH GRADE OVER D -BOX = 19,8'± 4" SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER CHAMBERS = ' ' G E RAL 1 V ®I E S
f 19.49 - 19.22
PROVIDE H.D.P.E. RISER r I SLOPE @ 2% MIN. ,
W/ COVER TO WITHIN 6" I REMOVABLE WATER -TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISH GRADE OF F.G. (TYP OF 2) n ACCESS BOX TO WITHIN 3" OF
@ FND. EL.= 19.4'±' RISER TO WITHIN 6 OF FINISHED GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
F.G. OVER TANK E . = 19.4 �- F.G. (ONE PER OUTER ROW)
4 _ _ 5" DIA. OUTLET(S)
CODE AND ANY APPLICABLE LOCAL RULES.
r
20" MIN. ACCESS } r 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
COVER (NP. OF 3) DESIGN ENGINEER.
EXISTING �t PROPOSED 4" 9" MIN. 9" MIN.
SEWER PIPE � PVC SEWER PIPE 36" MAX- ! 36" MAX. TOP OF SAS / B.O. = 16,49' � 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
- _ - 6" 3" 3" DROP MAX 3 9 j _ '+ �I PROVIDE WATERTIGHT SYSTEM UNLESS OTHERWISE NOTED.
4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
2 DROP MIN L 40 _ JOINTS (TYP.)' ELEVATION = 16.49' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
�MIN. SLOPE @ 1%
n 4" PVC IN FROM
�,'i 13 1.08' 13„ 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
� -�11� 14" 1 �- SEPTIC TANK 4" PVC OUT TO (IYP.) „� THE LINER
S NOT LESS THAN THE BREAKOUT ELEVATION.
I ' LEACHING FACILITY 0.59 7.13 (TYP)
5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
CONTRACTOR CONTRACTOR SHALL 1 , 12" 6" , + , I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE
SHALL VERIFY SIZE 48" VERIFY CONDITION OF �! OU LET TEE 16.30 MIN. 16,13' 16.00. 15.41 (laid flat) 2.875' (34.5")�I DISPOSAL.
AND CONDITION OF EXISTING TEES GAS BAFFLE 5.0' (NP') 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
EXISTING SEPTIC AND REPLACE AS 6" CRUSHED STONE (TYP.) 5' MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
TANK NECESSARY OVER MECHANICALLY REQ'D 14.375' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
COMPACTED BASE 20.0' AND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX (NP') 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION
TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 9.1 O' CHAMBERS END VIEW OF 20.00' ESTABLISHED ON THE NAIL IN FENCE POST, AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET ( ) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
EXISTING 1,000 GALLON CONCRETE SEPTIC TANK 'i PIPES TO BE LAID LEVEL. CHAMBERS (PROFILE)
THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW (BY INFILTRATOR SYSTEMS, INC.) 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
*CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTIC TA' � PROFILE D I S"i-j� 1 B UT I O N PIX DETAIL
I L ai C 36 361 3 ®® CHAMBERS
HA /j B S TO THE DESIGN ENGINEER.
{ e ®1 1 l.d L� 6'i /"� �.9 Li ) fi t V' 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE
TO ANY WORD & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE { NOT TO SCALE NOT TO SCALE
U.P. 639/3 ) NOTES: MADE WATERTIGHT.
TEST PIT DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC PERC NO. N/A REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
S
SE ROAD + SYSTEM COMPONENT.` I # INSPECTOR: Amy Von hone R.S. APPROPRIATE AUTHORITY.
� APTAIN B YpUT) a_---"� EVALUATOR:
12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
i C 0, W�pE LA � 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF,THE PROPOSED ,; _, ,� ` f t R: Michael PQmentel, EIT, CSE
�4 .�'�� LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN.` r" C.S.E. APPROVAL DAT : Oct. 1999 LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
\ PAVEMENT t REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH +� THEY SHALL WITHSTAND H-20 LOADING.
o EpGE OF _ �� / �, DATE: July 30, 2015
TEST PIT DATA. c {': 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES.
TEST PIT #: 1 '
3.) ENTIRE PROPERTY JS LOCATED 1�JT,H, ,A,LL,P,A,PJPROVED ZONE 2. * r ELEV TOP = 19.60' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
o • '`- MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
-�` y a,, ELEV WATER = < 9.10' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
0 25, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
N7T L. ► ZONE 2 PERC RATE _ <2 min./inch
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
i �-! \� •� + " s [y DEPTH OF PERC = 32" - 50" SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
LOCUS 16. PROPOSED PROJECT IS LOCATED WITHIN:
\ �R TEXTURAL CLASS: 1
c p _# q ASSESSOR'S MAP 78 PARCEL 13
- \ \ '
,
1.� " •*.0 ' 0.
19.60 OWNER OF RECORD: MASSAAD ABDO & HAMATY RANDA
G'-
z .. • It ,E 12" Fill ! Af 18.60' ADDRESS: 25 CAPTAIN BESSE RD.
i rn •. •' s:' SOUTH YARMOUTH, MA 02664
\ y_ MAP 78 N 4 ,
£ W * _ 1 r B Loamy Sand FEMA FLOOD ZONE X
1 OYr 5/8
PARCEL 13 Q COMMUNITY PANEL # 25001CO587J
".- * `� 32" 16.93'
c 11,500 S.F.± y MAP 78 a r * �. -` � �
a 'r PARCEL 12 " �` q Pere
17. DEED REFERENCE: DEED BOOK 22403 PAGE 253
� N p
£ Y + 50 15.43
\ + ' O 18. PLAN REFERENCE. PLAN BOOK 192, PAGE 129
z �� • 19. ALL DISTURBED A
MAP 77 H I CONDITION.
I g W
PAR o / a = .. ;. j ' Fine - Coars Sand
w ..- - - - .:: - ` , . .. ORIGINAL
CEL 153' t 20. PROPERTY LINE -
INFORMATION IS ONLY APPROXIMATE. T
i ' ' s C - HIS PLAN IS TO BE USED ONLY
rn ' £ £ // - U: ! 2.5 Yr 6 6 FOR SEPTIC SYSTEM'UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
71
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
I q #25 I /�
N I LOCUS PLAN
EXISTING fi
I N i
3 -BEDROOM SCALE: 1" =1000' 126" 9.10'
TOFEL2� 5 p HC -1 X ROPOSED DISTRIBUTION BOX
LEGEND
t+ No Standing, Weeping or Mottling EXISTING SPOT GRADE
N i I X 50x0'
I.
ROPOSED TOTAL 20 ARC 36 DESIGN DATA � - - 50 - - EXISTING CONTOUR
/ 19x9' X (#3613BD) PLASTIC CHAMBERS IN A
FIELD CONFIGURATION r0� PROPOSED CONTOUR
ICONCRETE PAD
NUMBER OF BEDROOMS (DESIGN) 3 GAS EXISTING GAS LINE
X / 1 DESIGN FLOW 110 GAL/DAY/BEDROOM
' -W-W EXISTING WATER LINE
i
HC -2 / w X TOTAL DESIGN FLOW 330 GAUDAY j -X -X -X -X -X -X- EXISTING FENCE LINE
Benchmark
DESIGN FLOW X 200 % = 660 GAUDAY
� 2) � � Nail in Fence Post � ❑/H/W EXISTING OVERHEAD UTILITIES
,19 1 C-) Elev.= 20.00
X USE EXISTING 1,000 GALLON SEPTIC TANK
� (1 P 1 X Z Approx. M.S L.
I �- 9x6 19x0'x mZ TEST PIT LOCATION
,0 Q, EXISTING 1,000 GALLON SEPTIC TANK
BLUE t
13" HOLLY SPRUCE " 10"
�;v X PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
SPRUCE x INSTALL 20 -ARC 36 (#3613BD) CHAMBERS 7�
o I PROPOSED DISTRIBUTION BOX
o ® ! Yarmo>mtlB1 Health Dep2vtrnent
' DOUBLE 8" HOLLY x SYSTEM CAPACITY , 0 PROPOSED ARC 36 (#3613BD) CHAMBER
% BUSH
19x4' 12 X (TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) = GPD I a�
EXISTING 1,000 GALLON 3) x (100.0') (4.8 SF/LF) (0.74 GAUSQ.FT.) = 355.2 GAL. LEACHING / DAY
SEPTIC TANK TO BE \ --�"'� 14. 19x2' 19x7 1�1� 6a&e Date
UTILIZED IN THIS DESIGN- � �� (4 BUSH X��
TOTALS: j
19x2' TOTAL NUMBER OF CHAMBERS: 20
EXISTING DISTRIBUTION BOX-- "' � X� TOTAL NUMBER OF COUPLINGS: 0 j REV. DATE BY APP'D. DESCRIPTION
MAP 78
TOTAL LEACHING AREA: 480.0 PROPOSED
PARCEL 6 TOTAL LEACHING CAPACITY: 355.2
19xT � SEPTIC SYSTEM UPGRADE
\ „ H of k148 9c PREPARED FOR:
" PROPOSED INSPECTION PORT �� yes CAPEWIDE ENTERPRISES
,.1 , g JOHN L. �
APPROXIMATE LOCA', ION OF '- � „ WITH ACCESS BOX TO GRADE �� CHURCHILL R.
CIVI
EXISTING SAS CHAMBERS " (TYP OF 2) NOTE:
TO 13E ALAN
NO.4 07
ABANDONED
PE
A
LOCATED
AT
EFFECTIVE LEACHING AREA OF 4.
i 80 SF/LF OBTAINED
,� _ FROM THE
9
- -� DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER ��FSS ASTER
MAP CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR SYSTEMS, 25 CAPTAIN BESSE ROAD
PARCELL 5 INC., DATE OF REVISION: JUNE 12, 2015; TRANSMITTAL NUMBER = SOUTH YARMOUTH, MA 02664
+' 5
SWING -TIES X264258.
SCALE: 1 INCH = 10 FT DATE- AUGUST 18 2015
MAP 77 �I
PARCEL 172
i
SITE PLAN
- ,
DESCRIPTION
HCA
HC -2
CHAMBER CORNER (1)
26.8'
26.5'
CHAMBER CORNER (2)
23.7'
38.6'
CHAMBER CORNER (3)
43.7'
50.8'
CHAMBER CORNER (4)
45.5'
42.3'
� 0 5 10 20 40 FEET
PREPARED BY:
RESERVED FOR BOARD OF HEALTH USE
JOHN L. JC ENGINEERING, INC.
CHURC L JR.
No. 806 2854 CRANBERRY HIGHWAY
IST EAST WAREHAM, MA 02538
E.
A 508.273.0377
SCAn LE. 1 - 10 Drawn By: JC Designed By: MCP Checked By: JLC JOB No. 3177