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I
TOP OF FND. EL. 1 O.O'± 1 ± 4" SCHEDULE 40 PVC MIN. SLOPE 1%
INISH GRADE OVER D -BOX= 9.4 FINISHED GRADE OVER CHAMBERS = 8.8- 9.4' GENERAL NOTES
PROVIDE EXTENSION RISER WITH SLOPE @ 2% MIN.
CONCRETE COVER TO WITHIN 6" OF I INSPECTION PORT WITH
FINISH GRADE OVER TANK EL.= 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISHED GRADE FINISH GRADE OVER INLET & OUTLET ! REMOVABLE WATER -TIGHT COVER OVER . ACCESS BOX TO WITHIN 6" OF
RISER TO WITHIN 6" OF FINISHED GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
@FOUNDATION = 9.2'± 9.3'± F.G. (ONE PER OUTER ROW)
5" DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL L
_ C UES.
20" MIN. ACCESS 1
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
36" MAX
COVER (3 TYP.)-
YP.) 9" MIN. 9" MIN. DESIGN ENGINEER.
PROP. SCH. 40 9" MIN. 36" MAX. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL .
PVC SEWER PROP. SCH. 40 . 36" MAX. TOP OF SAS /.B.O. = 7.68
SYSTEM UNLESS OTHERWISE NOTED.
PVC SEWER
L=47'±
4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
; ,
EXISTING MIN. SLOPE@1% 6" 3" 2 DROP MIN.
- - 3" DROP MAX: 3�� 9�� �1 PROVIDE WATERTIGHT ELEVATION = 7.68 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A
MtN.skoPE@pro L = 9'± JOINTS (TYP.) 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S: AND THE TOP OF
13 1.08' THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
3.2-�..0:: 4" PVC IN FROM o 13„
14 7.5 SEPTIC TANK 4" PVC OUT TO 0.59' j {�P') 7.13"y(TYP) 5. SLOPE ALL SOLID PIPE AT 1:0% MINIMUM.
7.67' LEACHING FACILITY .
12" 6"
6 TEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL
48�� OUTLET EE 7.41 MIN 7.19' 6.60' (laid flat) -2.876(345-)_- , 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
T 7.24 (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
GAS BAFFLE 6" CRUSHED STONE (TYP.)NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
OVER MECHANICALLY
8.6' AND DESIGN ENGINEER.
7.5' TO FND I COMPACTED BASE 35.0' 5.0' MIN. REQ'D 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCH MARK ELEVATION OF 10.00'
6" CRUSHED STONE
5 OUTLET DISTRIBUTION BOX
. 4.0' PROV'D (See Gen. Note #21) ESTABLISHED ON CORNER OF BULKHEAD AS SHOWN ON PLAN.
t
OVER MECHANICALLY . TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= 2.60' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
CHAMBERS (END VIEW) �
COMPACTED BASE C BASE. FIRST TWO FEET OF OUTLET THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK -19) H PIPES TO BE LAID LEVEL. CHAMBERS (PROFILE) 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
/ I
( _
LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-8"
(Dimensions per Wiiggin TO THE DESIGN ENGINEER.
Precast Corp., Pocasset, MA) CROSS SECTION VIEW 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
1,
SEPTIC -ANK PROIFILE C I S� I UTI O � OX D TAIL ARC 3 CHAS QRS 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
NOT TO SCALE NOT TO SCALE NOT TO SCALE REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
i APPROPRIATE AUTHORITY.
I . € ,i '%+' 11� ';-.<' ,• 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
�, _ �' �''` `%• • ` �: dt t1� fr c �:�% LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER
PAVEMENT, DRIVES, OR TRAVELED WAYS IN WHICH CASE THEY SHALL
I'll �, ' �• •• •� O ��r`i WITHSTAND H-20 LOADING.
._. \;
MAP 23 ) 6 , ', '�; it { j �� 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
LOT 171� � ,';. •• ;. ilJ-��-�-
KITCHEN DEN BATH BED -�% • �! , / i 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
` ` ' • �` MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN .COARSE SAND FREE FROM CLAY,
411.1 4
.•J •�. C `� 11 • f - ft 4 f, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
%> .• • �. ` s •; all 15. CONTRACTOR SHALL
EXIST. CESSPOOL
`"' •• >% t �•• lJ r C S LL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
i OOL TO BE
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
PUMPED, FILLED WITH CO -1 -AN MAP 23 � s •� - i •`n' • !!
COARSE SAND & ABANDONED ... +(I a ry • .�r
LOT 170 { .: Q ., BM __ 16. PROPOSED PROJECT IS LOCATED WITHIN:
C3 '� / J,- ( I J,%�,I F e20 .•+ ASSESSOR'S_
,T'J f - 1' .1 ! MAP 23 LOT 164
c t
\ 1 LIVING ROOM BEDta
k�
a /
CID J SNC I .-' LOCmutti •'`OWNER OF. RECORD:f.•'® BARNET GOLDMAN TRUSTEE
�� F(Ty LONG 90° SWEEPING BEND (TYP OF 2) 't • ®' C/O GEO CUSHING: MCLANE LAW F
04
Y }/ �.\ { ` ADDRESS: 300 TRADECENTER SUITE 7000
MAP 23 . , �' �-
-
tn Benchmark '` J� .: _, t ,,. � WOBURN, MA 01801
LOT 163
a ,
' 8x6 S 2 'r Corner of Bulk Head �y , Q ; t FEMA FLOOD ZONE
�,
��`?`L moo •- \.,(9p.'3k�Elev.=10.00'
•- � . _r . COMMUNITY PAN
EL # 25001 C0588J18" OAK Approx. M.S.L. 17rive-in
°
DEED REFERENCE: DEED BOOK 17614, PAGE 222
T
eater. .0--
,� EXISTING DWELLING FLOOR PLAN 4 _18. PLAN REFERENCES: 1.) PL. BK. 294, PG. 80
/ STOOP PROP. CLEAN-OUT TO GRADE TYP OF 3 NOT T r' t ^ -
/� ( ) O SCALE � r ` x... - � � 2.) PL. BK. 90, PG. 135
_
C _h'F k� . w .,ter.. vJ
/ O �\ 1 "' - _ L ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
g 19.
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN 1S TO BE USED ONLY
T ASSUME AN
/ FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NO ,_ k� ., �', • . Y LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
r) _
3� ��-� PROPOSED 1,500 GAL. H-10 SEPTIC TANK . -�'� - _ __ _... 21. _
.Y. u
a IN ACCORDANCE WITH 310 CMR 15.401 15.405 THE F
OLLOWING LOCAL UPGRADE
gx3 - • -
APPROVALS ARE REQUESTED FROM 310 CMR 15.211:
h' � PROPOSED DISTRIBUTION BOX - .:.-; -• �x� �� - �; �,
i '�4-''j" ` - 1.) A 5.0' WAIVER (10.0' - 5.0') FOR THE SETBACK FROM THE SAS TO THE SIDE PROPERTY LINE.
- '` -`- _ 2.) A 5.0' WAIVER (10.0' 5.0') FOR THE SETBACK FROM THE SEPTIC TANK TO THE REAR
Ic�� HC -1 gx3' -% , g, , a ,._ PROPERTY LINE.
EY\ tewood\ -
oto t
9x2' '-INV. 8.2'± .5 Q (2) ���. 3.) A2.5' WAIVER (10.0'-7.5') FOR THE SETBACK FROM THE SEPTIC TANK TO THE EXISTING
<� = 7�
#/26 TWIN CHERRY MAP 23 DWELLING ON MAP 23 LOT 164.
' 4.) A4.9' WAIVER (20.0' -15.1') FOR THE SETBACK FROM THE SAS TO THE EXISTING DWELLING
46 V EXISTING; �, 10" OAK LOT 169 LOCUS PLAN i
2 BEDROO (3) �, \? ON MAP 23 LOT 164.
A/ otota \ DWELLIN % ��-\ SCALE: 1" = 1000' 5.) A 1.0 WAIVER (5.0'- 4.0) FOR THE SEPARATION BETWEEN THE SAS AND ESHGW.
\ FFE = 10.9'_ 9x2' `` I, 22. OWNER /APPLICANT/ CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
9) , \ lolxl �5 TOF = 10:0' BUSH (4) / REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
/ BOT. CRAWL = 5.8'± \
(TYP) 1 9x6' ..� �•-
tai 8x6' 3 QST PIT ��--STA
C. DESIGN DATA 0
\ / 9x3' / PERCNO.N/A LEGEND
INSPECTOR: Amy VonHone, R.S
HC -2 /�NUMBER OF BEDROOMS EXIST. 2 50x0' EXISTING SPOT GRADE
t � (EXIST.) EVALUATOR: Michael Pimentel, E.I.T.
NUMBER OF BEDROOMS(DESIGN)3 MIN. PER TITLE 5 i - - - - - -
\� ( ) C.S.E. APPROVAL DATE. Oct. 1999 50 EXISTING CONTOUR
/ DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED SPOT GRADE
\ TP 1
/ DATE: October 5th, 2016
8X9' , TOTAL DESIGN FLOW 330 GAUDAY
PROPOSED CONTOUR
s a � � 9x1' � � TEST PIT #: 1 I
12" DESIGN FLOW x 200 % = 660. GAUDAY ELEV TOP = l 8.90'
OAK - ❑/H/w o/H/w EXISTING OVERHEAD UTILITIES
���// GARAGE
E i USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV WATER = i2.60'
8- _��( ) w w . w EXISTING WATER LINE .
2 BEDROOM DEED RESTRICTION TO BE FILED _
MAP 23 ,� PERC RATE < 2 min./inch
LOT 164 8x8' .0, y, C INSTALL 21 ARC 36 CHAMBERS DEPTH OF PERC = 14"-32" GAS EXISTING GAS LINE
9��Y 2Q 6,506 ± S.F. (6) .6* i I
of L'p/' s� oo, �', \ SYSTEM CAPACITY TEXTURAL CLASS: 1 �_
<qy vjQ ��0F �� ;+,� PROPOSED INSPECTION (TOTAL L.F. OF CHAMBERS) 4.8 SF/LF 0.74 GPD/SQ.FT. =GPD
TEST PIT LOCATION
OST l j (5) ro °^� ORT WITH ACCESS BOX �\ (105.0') (4.8 SF/LF) (0.74 GAUSQ.FT.) = )373.0 GAL. LEACHING /DAY �, PROPOSED 1,500 GALLON SEPTIC TANK
�O Te GRADE (TYP OF 2) i 0" O O O
16 PINE
TOTALS.
TOTAL NUMBER OF CHAMBERS: 21 4,.
#20
Permit valid for REPAIR t)t S.EP"I`1C SYSTFII! EXISTING TOTAL NUMBER OF COUPLINGS: 0
ON LV_ due to State and Local septicvariances: � � �Fil, '' � DWELLING TOTAL LEACHING AREA: 504.1 A
Board of ticalth review and a i kroual is required for T PROPOSED TOTAL 21 ARC TOTAL LEACHING CAPACITY: 373.0
any, future additions/renu�-,iitions/aiterati�tns to �� / yAJ ,�; 36 CHAMBERS IN A FIELD y 10
sewage facilities and/or structures/cl�.elling: h CONFIGURATION B14
NOTE:
Yarmouth liealCh t)ePartmc° �I �. MAP 23 EFFREA OF 4.80 SFILF OBTAINED FROM THE 30"
ECTIVE LEACHING A
APPROVED Perc /�� � LOT.165 DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL 32"
LETTER CERTIFICATION FOR GENERAL USE ISSUED TO
"? INFILTRATOR SYSTEMS, INC., DATE OF REVISION: JUNE 12,2015;
TRANSMITTAL NUMBER=X264258.
40 "Mme Date i C
SWING -TIES 75.6"
NOTES:
1.
1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION
OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY
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. /�
2.) PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2. SITE P LAN
DESCRIPTION
HCA
HC -2
SEPTIC COVER IN (1)
.10.5'
32.2'
SEPTIC COVER OUT (2)
16.7'
34.2'
CHAMBER CORNER (3)
16.5'
29.8'
CHAMBER CORNER (4)
25.1'
34.9'
CHAMBER CORNER (5)
41.9'
25.6'
CHAMBER CORNER (6)
37.3'
17.8'
90,.
96"
Fill j
Loamy Sand
10Yr 3/2
Loamy Sand
10Yr 5/6,
YI
i
I,
Medium Send
2.5Y 6/6'
it
kl
Mottling a 75.6"
Standing_90"
0 5 10 20 40 FEET
i OS A OF Mass
9
t' oJOHN L.
cyGs�� PREPARED BY:
RESERVED FOR BOARD OF HEALTH USE CHURCHILL)JC ENGINEERING, INC.
cn
18 CIVIL
0..41 2854 CRANBERRY HIGHWAY
o
P� F EAST WAREHAM MA 02538
508 273 0377
SCALE: 1" = 10'
Drawn By: AMC Designed By: MCP Checked By: JLC JOB No. 3621
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
8.57'
Q PROPOSED DISTRIBUTION BOX
8.07'
PROPOSED ARC 36 CHAMBER .
. .
7.73'
6.40'
REV.
DATE
BY
APP'D.
DESCRIPTION
6.23'
PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR:
CAPEWIDE ENTERPRISES
LOCATED AT
26 KERRY COURT
WEST YARMOUTH, MA 02673
1.40'
0 90'
SCALE: 1 INCH = 10 FT. DATE: OCTOBER 17, 2016
0 5 10 20 40 FEET
i OS A OF Mass
9
t' oJOHN L.
cyGs�� PREPARED BY:
RESERVED FOR BOARD OF HEALTH USE CHURCHILL)JC ENGINEERING, INC.
cn
18 CIVIL
0..41 2854 CRANBERRY HIGHWAY
o
P� F EAST WAREHAM MA 02538
508 273 0377
SCALE: 1" = 10'
Drawn By: AMC Designed By: MCP Checked By: JLC JOB No. 3621