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PROP. VENT WITH CHARCOAL s + ,
, SCHEDULE 40 PVC MIN. SLOPE 1% FINISHED GRADE OVER CHAMBERS= g,Q-8.6RADE OVER D -BOX = ' S.O { \ FILTER TO ABOVE GRADE SLOPE @ 2% MIN:XTENSION RISER FINISH G_ + 1 N RISER WITH PROVIDE E uwcnoN Box\,- 1- .UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
F.F. EL 7.6_ PROVIDE EXTENS O J __OVER TO REMOVABLE WATERTIGHT RISER WITHIN 6 OVER OUTLET C � INSPECTION PORT WITH A-ES.S�.-�--�-----
COVER OVER INLET TO �����a,sCONNEcr IN 6" OF FINISHED GRADE ` r4"
I v *� '� '�t° ��•-. •� ��- METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
OF F.G. TYP. FOR S.T. AND P.C.) F.G. (TYP. FOR S.T. AND P.C.) TO WITH BOX TO WITHIN 3" OF F.G. „1= _ _ , - CODE AND ANY APPLICABLE LOCAL RULES.
FINISH GRADE ( 2 SCH. 40
FND. EL,= , _ + _ + X 5" DIA. OUTLET(S) (SEE PLAN FOR LOCATION)` - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
@ F.G. OVER TANK EL.= 72 ± F.G. OVER P.0 EL.= 6.9 8.6 TO D BO ' __
�, DESIGN ENGINEER.
- - EL.=6.08' 12 - - PROVIDE FILTER FABRIC OVER 3, 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED 1N DISPOSAL
36" MAX. 21" MIN. 9" MIN. ENTIRE LEACHING FACILITY SYSTEM UNLESS OTHERWISE NOTED.
(TYP) 9' MIN. 36" MAX. TOP OF SAS I B -O: = 7.78 4 BELOW)
PROP 36"MAX (SEE FABRIC NOTE #, 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
3" 4" SCH I ELEVATION = 7.78' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
3" 2" DROP MIN. 40 PVC -� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
3' DROP MAX. 91, TEE
SLOPE @ 1% min I 4" PVC OUT 1 08. Q 3" I THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
14„ I L=14'± o V I 2" PVC TE TO SAS (TYP.) T 5, SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
AEI 7.13" (TYP) I
0.59' THIS SYSTEM ISNOT DESIGNED FOR A GARBAGE DISPOSAL.
ALL TEES TO BE I J �� ALARM ON 1
LINED UP DIRECTLY LIQUID 4V �t'.6 - 5.00 EL 2.75 i., 6.
UNDER CENTER OF LEVEL_W.', LIMP ON 1
E EL=22(i 1" , + 2.875' {34.5")j (STONELESS SYSTEM) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
RISER OPENINGS TEE TE 6 7.29 6.70READY
LIMP_ { 12" MIN.-� , (TYP.) 4 CHAMBERS WIDE i NOTFILLTO WHEN SYSTEM IS FIRST OBTAINING APPROVAL O'FROM BOARD OF HEALTH
7.57 7.40. 5-01- 1
22" ZABEL FILTER EL.=0.75' TYP,) 5' MIN. 11.5 5.0' NOT TO BE BACKFILLED WITHOUT
J ' 6" CRUSHED ST ( (REQ'D) � AND DESIGN ENGINEER.
qP. 6" CRUSHED STONE MODEL# A1801 -4x22 EL.=0.42' 4.75 (min.)
OVER MECHANICALLY S BAFFLE ON BOTTOM PROVIDE WATER -TIGHT SEALAT OVER MECHANICAL 25-0' jo
0' PROPOSED i JiL GEOMEMBRANE LINERl 8. ELEVATIONS BASED ON NAVD 88 DATUM. SEE BENCHMARK LOCATION AND ELEVATION AS
e;,t\ COMPACTED BASE (GA ) ALL PIPE PENETRATIONS (fYP) COMPACTED BASE ee L.U.A. Request - SHOWN ON PLAN.
FOR PUMP CHAMBER)BOTTOM ELEV = 2.78' (MAX. J-
(' { LENGTH 8' 6" WIDTH 4'-10" DEPTH 5'_8" 6 OUTLET DISTRIBUTI
GROUND WATER ELEV.= 2.7` (molt ng)1 on Sheet 2 of 2) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
_ TO BE INSTALLED ON A LEVEL STABLE
y ,,. *- r 3 +, 3'' THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
_ _ '+ IIviBR'ti AGENCIES. REPORT ANY DISCREPANCIES
�. ` + -! ?o l . <, _ BASE. FIRST TWO FEET OF OUTLET ;(")A{`�kI _:..., WRACK EL. 2.O _
TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE A
PIPES TO BE LAID LEVEL M.H.W. EL.=1 .4�t LINER TO BE INSTALLED TO THE DESIGN ENGINEER.
FILTER FABRIC NOTE #1: DRAPE THE FABRIC TO COMPLETELY AROUND ENTIRE AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
CHAMBERS TO
' 1D. ALL JOINTS WHERE PIPE ENTERS A
AC # OR TO . ,.- ': N V{EW COVER THE LOUVERED SIDEWALLS OF THE CHA i qt j ° " PERIMETER OF SAS
. 'T1 T CROSS SECTIO `
XI TIN '1 (� SAL :
5 t
ONS
LEVEL
k'" TALL 1-114" PVC TO HOUSE. JOINTS TO BE MADE NOTE PUMP MUST IL EQUIPPED WITH A HIGH POWERED
A
U R li 'mai , a,�f 9FwLMP :1
71
INS LOCATED IN BUILDING SERVED WHICH 1SPOWERED BY A
WATER T IGHT- WIRE PUMP AND FLOATS TO SIMPLEX CIRCUIT SEPARATE FROM THE CIRCUIT TO THE PUMP. PROPOSED 1,400GAL. H-10 PUMP CHAMBER
RING OF DOUBLE ROSION/SILTATION t' CONTROL PANEL No. 1-CC2 NEMA -1 MFG. HOOVER
FENCE TO BE INSTALLED HIGH. GROUNDWATER EL.= .
STACKED AND INSTRUMENTS TOP OF PUMP CHAMBER EL. = 6.08'
o HOISTING CABLE 7 x 19 STAINLESS BOTTOM OF PUMP CHAMBER EL. = 0.42'
ENTRENCHED { 3N T INUOU' YiECI v% GEt i LX i tL4_ _
N� (6 �'% NEMA 4 JUNCTION SOX CORROSION RESISTANT & STEEL 1/8" DIA: / 1,760 LB. STRENGTH
STRAW BALES FABRIC TO BE INSTALLED .,, LIQUID -TIGHT CABLE CONNECTORS SUPPORTED WATER DISPLACED = (2.T - 0.42'j x 8.5' x 4-83' = 94 C.F.
'd " ti 2"SCH. 40 TEE wl CLEAN-OUT CAP WEIGHT OF DISPLACED WATER = 94 C.F. x 62.4 LB/C.F. = 5,866 LBS
'FR SEL 1AiE";T TRAP tr r
(3 y CONNECTORS SUPPORTED BY 1-i>4" PVC CONDUIT,
_ JOINTS TO BE MADE WATERTIGHT 2" BALL VALVE w/UNIONS SCH. 80 PVC WEIGHT OF 1,000 GAL. H-10 PUMP CHAMBER =8,240 LBS
SILT FENCE d;
- F± TcFi FAB} .... OG ,\ GEORGE FISHER CO. MODEL NO. 560 SOIL COVER = (6-9' - 6-09) x 8.5'x 4.83'= 34 C.F.
l
OAK RILE FABIiP._ 2 WEIGHT OF SOIL ABOVE TANK= 34 C.F. x 110 LB/C.F: = 3,740 LBS
{ Cl) 8,240 + 3,740 = 11,980 LBS > 5,866 LBS; THEREFORE ACCEPTABLE
1 BEANPOLES, {{ {{ { �' j )� ZT1 t. 25. J ®'fJ io 3" ``2" SCH. 40 TO D -BOX
2 PER BALE HC_1
ALARA( 01,1/4" WEEP HOLE IN DISCHARGE PIPE
4
A. )
BINDING WIRE {{{ {{ �1 w �.
OR TWINE HOSE FROM -
;,' +� _ MP ON 0 2" BALL CHECK VALVE SCH. 80 PVC 100
{ {{ {{{ ACCUMULATED ^
DEWATERING GC -1 v 7_ ;,b'�I @ EL.=r,.'r.,
FILTERED PUMP PUMP P.S.I. FLOWMATIC MODEL No. 208S g rg q ,,��'��
RUNOFF SEDIMENT 1 fir '.,, I;' o L { r U RA E j ijc ir. RO AL REQU
#143 2" SCH. 40 PVC DISCHARGE PIPE
3€�. ,z_ ANGLE CONTROL FLOATS o .t
EXISTING (2) WIDE 1 IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
(BARNES 073618) r BARNES SE411 PUMP; 0.4 H.P.; 115 V;
DWELLING „ „ 1: PUMP ON/OFF 120 ACTIVATION APPROVAL IS REQUESTED FROM 310 CMR 15.272(1):
i i r IMP. DIA. 4.25" (MIN.); 2" DISCHARGE 1.) A 1.00' WAIVER (5.00' - 4.00') FOR THE SEPARATION BETWEEN THE SAS AND ESHGW. -
2: ALARM ACTIVATION
PASSING 1-1/2" SOLIDS OR EQUAL
CROSS SECTION OF DEWATERING SEDIMENT TRAP
NOT TO SCALE ------- - 000 GALLON UMP CHAMBER DETAIL
PROPOSED SEPTIC SWING -TIES & DIMENSIONS
NOTES: T TO SCALE
SCALE: 1" = 20' _
1.) CONTRACTOR TO SIZE UP THE TRAP AS NECESSARY TO HANDLE DEWATERING OPERATIONS. --
CONTRACTOR TRAC
TOR TO CONTACT YARMOUTH HEALTH DEPARTMENT
DOSING & STORAGE REQUIREMENTS
NOTES:
2.} CONTRACTOR SHALL NOTIFY CONSERVATION COMMISSION AGENT PRIOR TO START OF ANY
WORK ON THIS PROJECT. u !w� p T DESIGN FLOW 330 GPD
TO PERFORM OPEN TOLE INSPECTION ! ION OF SAS PRIOR TO DOSING REQUIRED: 3 CYCLES /DAY 1,) MAGNETIC MARKING COMPONENT.
330
BE PLACED ALONG THE TOP EDGE OF
PLACING CLEAN COARSE SAND PER 310 CMR 15.255(3).
330 GPD /3 = 110 GALS/CYCLE EACH SEPTIC SYSTEM COMPONENT.
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF
DISTANCE REQUIRED BETWEEN PUMP THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST
CONSERVATION COMMISSION REQUIREMENTS:
- MAP'Z5 ON AND PUMP OFF FLOATS:' PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL
1.) No work of any kind shall occur on the Resource Area side of the work limit line. BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA.
This line shall be established prior to any construction or work. LOT 24 110 GALS/CYCLE = 2.4 TO P T = DE FOR
(USE 0.45' TO PROVIDE :FOR BACKFLOW) CONTRACTOR TO CONTACT YARMOUTH HEALTH DEPARTMENT TO
HOLE INSPECTION PRIOR TO PLACING CLEAN COARSE
2.) All imported fill shall be clean and not contain any foreign Mum, SUCT, a*
cement, bituminous concrete, rubber, metal, trash, boulders, etc. 43 PVT" SENT i STORAGE PROVIDED ABOVE WORKING LEVEL: 330 GAL SAND PER 310 CMR 15255(3).
<STORAGE REQUIRED ABOVE WORKING
3.) Debris, including litter, shall be picked up immediately. Any excess material EL: 500 GAL.
- disposed of at a location approved by REMOVE ALL UNSUITABLE MATERIAL .PROPOSED INSPECTION � CESS 5x2' 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A MASS DEP ZONE II.
that is excavated from the job site shall be d sp pP
the Conservation Administrator or in a covered dumpster. No debris shall be DOWN TO TOP OF "C" SOIL & PORT WITH AGRADE
REPLACE WITH CLEAN COARSE BOX TO GPADi=-`1, � 4,} SWING TEES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A
allowed in a Wetland or Waterway. COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE
in a manner SAND PER 310 CMR 15.255(3}
4.) Washing of equipment/tools shall be done OFF-SITE or handled r' ' \ BE ROUT ELECTRIC LINE `": MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SYSTEM.
Conservation Administrator. 6' 8E ROUTED AROUND AS
" appropriate by the C ! _ 1 X t' ��- �t \� INCORRECT. SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE
refueled, nor shat{ fuel be stored within 900 feet of a PROP 4J MIL. MPERVIOUS EXIS ? INe, 1
5.) No equipment shall bee `
GEOMEMBRANE LINER, DWELLING 5x4' \ / PROPOSED TOTAL 20 ARC 36 M
( resource area. TOP EL.=7;723' BOT EL.=2.78' (Madel #3613} PLASTIC CHAMBERS 5.} MEAN HIGH WATER ELEVATION; AS SHOWN ON THIS PLAN, WAS BASED
6.) Any area that is disturbed during construction shall be rev immediately `• 5x ' \. IN A FIELD CONFIGURATION ON NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA)
or soon after the growing season commences. Permanent stabilization shall / x2'
be carried out in order to minimize erosion. PROPOSED ,
i 6 � � "- \ VDATUM SOFTWARE.
DISTRIBUTION BOX _ r 5yg ` \
7. The proposed sewage disposal system shall meet the applicable Title 5 - 6.) ELECTRIC LINE FROM PUMP CHAMBER TO CONTROL PANEL IC THE
, ) p p g p ' x �-1 _- 6' -' BUILDING SHALL BE INSTALLED BY THE CONTRACTOR. ELECTRIC LINE TO
i wetlands setbacks as set forth by the Yarmouth Health Department.
PROPOSED 1,000 5x8' - \ BE ROUTED FROM PUMP CHAMBER TO BUILDING WITH THE LEAST AMOUNT
8.) The "work limit'line shown on this plan shall be established with Erosion GALLON H-10 5x
- k filter fabric bark mulch, "silt sacks", products \ MP HAivfiBER i ''� -� .�*¢' e \: WORK LIMIT LINE OF DISTURBANCE TO THE PROPERTY AS POSSIBLE.
Controls (i.e. straw bales; staked PUMP CHAMBER--__. �-
raw, and other weed -free products or approved by the Yarmouth DEWATERING SEDIMENT TRAP FOR 5x6' 6' . �' \
made with rice st P 7.) LOCATION OF ALL ELECTRIC LINES SHOWN ON THIS PLAN IS
bales are not allowed- The contractor is PUMP CHAMBER & SAS EXCAVATIONS 6 -
Conservation Commission), Hay - APPROXIMATE ONLY. CONTRACTOR TO VERIFY LOCATION AT TIME OF
see detail). TO ENLARGE - ` 5x2'
responsible to implement and maintain appropriate and adequate erosion controls ( ) g a INSTALLATION.
measures throughout the construction process. SIZE, SHOULD IT BE NECESSARY DURINGJ` "
CONSTRUCTION (DO NOT ENCROACH
WITHIN 50 -FT WETLAND BUFFER ZONE)
+�l s
\ 6x9
LOT 255 ! ✓ \ I /
d' \ (P LEGEND
L 02
MAP 2
i ;.doEXISTING SPOT GRADE
50x0'
s s \. if \ TP 1 0- :A EXISTING CONTOUR
A, s
\ J r� PROPOSED CONTOUR
�p4Z�"`}E
�iO /j 50 PROPOSED SPOT GRADE
i B ' OpP GAS LINE
/j, Naii Set in 22" Tree ! C '
f ,,5x3'
\ EXISTING
4
" s �
s/ ✓ NAVD 88 \ s' 4 _ _
�- jj J• y�� EXISTING UNDERGROUND ELECTRIC
\NIT
OiRE LD EXISTING WATER
LINE
` \-
.•
i�y�21J
" -.r.
* TEST
LOCATION
C11yLRESHOL30
U 9EXISTING 1,000 GALL
ON SEPTIC TANK
00
I
R r j ( PROPOSED 1,000 GALLON H-10 PUMP CHAMBER
#143
m \ \ /,r , ,
J a;� \ EXISTING J `O
1
\ L' -BEDROOM f v I y> 1j PROPOSED 2" SOLID SCHEDULE 40 PVC FORCEMAIN
uIrYELLING j a L
_ -
6
` ' I -.- A PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
p 13 PROPOSED DISTRIBUTION BOX
PROPOSED ARC 36 (#3613BD) CHAMBER
"c j
MAP 25 \ /,
i LOT 23 V ,,
i
a ` 13,500±S.F \\ a J i N7g^ A5 40'E
-Z.
O REV. DATE BY APP'D. DESCRIPTION
\ - 2030 PROPOSED SEPTIC SYSTEM UPGRADE
x y '/ 6 t nr PREPARED FOR:
4 b' -_ JOHN Lry`N� ROBERT B. OUR CO., INC.
CHURCHILL JR.
6, j Ci L H LOCATED AT
i 1 1
`
NO. 066 143 PAWKANNAWKUT DRIVE
SWING -TIES MEASUREMENTS
SOUTH YARMOUTH, MA 02664
y
f
UJ
U{
ir
MAP 25
LOT 23
r
SITE PLAN
t3
U
DESCRIPTION
HC -1
GC -1
PUMP CHAMBER IN (1)
29.4'
17.3'
PUMP CHAMBER OUT (2)
28.4'
22.6'
CHAMBER CORNER (3)
36.3'
27.6'
CHAMBER CORNER (4)
37.4'
16:4'
CHAMBER CORNER (5)
61.9'
33:6'
CHAMBER CORNER (6)
61.3'
40.3'
' SHEET 2 OF 2
Al
SCALE. 1 INCH = 10 FT. DATE: JUNE 18, 2022
0 5 10 20 40 FEET
4''A x.15
*bcyL _ PREPARED BY:
CHURCHILL o
RCHILH" LL ' JR. �" JC ENGINEERING, INC, �
No�i 1807 H 2854 CRANBERRY HIGHWAY
_ EAST WAREHAM, MA 02538
I ' 508.273.0377
Drawn By: MCP Designed By. MCP Checked By. JLC JOB No. 6237
0
f i I er o SCALE. 1" =10' _ f'-
- -: -