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PROPOSED CONTOUR
9$ PROPOSED SPOT ,GRADE
EXISTING CONTOUR
x 99,82 EXISTING SPOT GRADE
---_yy-- EXISTING WATER SERVICE
® TEST PIT
PROP. 40 MIL POLY` LINER SEi
SET 5' OFF S 4 S, E!.: 99,6-96-9
04'4'42'1 5OW '
85,50'
OQ
st
do
7
i o 7r 7
STRIPOUT 1\
See Note 77
epi \\\(7
/
13
✓4
4 /
nit valid for REPAIR OF SEPTIC SYSTEIt) E1 �'�
LY, due to ' a.d Local septic variancr'i. N
rd of Health rc and approval is requi
any future ads i /renovations/alteratiaua r-
age facilitie., ..ad/ov'iructures/dwelling. o .h 7Dr9 �'A/ YYY
Yarmouth Health Department ' Z
No. 220
AIPPR®VED � Bev IF
1 5TY.
WD. PRM,"
I ,
�� 3 371 T,tl.F, m 100,98'
F" 701
1
BENCHMARK: C�/DI APN 48-104
ELEVATION = 10 .0'
(ASSUMED DAT }
85.00'
P
100 y� 70 -7 ..... IC9CT 71)d .
k.
1 yb,
7.
WI SLI.IVV GRAY ROAD
7HEALTHGDEPT.
LIa
EXISTING CESSPOOL TC be pumped &,,fined with sorld
PROPOSED SEPTIC TANK/
PUMP CHAMBER UNIT
SEWER CONNECTION
INV.--9S.37E
Ur
RICHARD
J.
HOOD
No. 35031
U PETER T. "✓\
McENTEE `�'
CIVIL `^
_ No. 35109 /
d-7
ESTATE OF WALTER J. THOMPSON
C,70 MARK & DONNA TRIPP
401 PRENTICE STREET
HOLLISTON, MA 01746
I
RUCK ISLAND R6
MAP N.T
F'
GENERAL NOTES:
'I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER,
2, ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE, ENVIRONMENTAL CODE, TITLE V AND ANY APPLICABLE
LOCAL RULES AND RIf.GUI,ATIONS, ECEPT AS REQUESTED BELOW:
— 310 CMR 15.405(1)(a)&(b), CONTENTS OF LOCAL UPGRADE APPROVAL:
1, A 3' vancnae, Septic Tank to crawl apace, for a 7' setback.
2, A 1' reduction to the required b sepataion between rnoxirnurn
5¢u:onai h4gn groundwater elevation and bottom of S.A.S., Por
a 4' @epurotkon.
3. THE SEWAGE DISPOSAL SYSTEM '.,HALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
h. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
`i, ALL. ELEVATIONS BASE[) ON ASSUMED DATUM.
b. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE. CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 100' OF IHE S.A.S.
9, ALL. AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
10, IT SHALT. RE THE RESPONSIBILITY OF TIME CONTRACTOR TO VERIFY THE'.
THE LOCA'T'ION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND F'OR 5 FT. ON ALL, SIDES OF THE SAS,
AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3)
12, THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE. CONSIDERED A PROPERTY LINE SURVEY,
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
220 WINSLOW GRAY ROAD, SO. YARMOUTH, MA
repared for: Mark & Donna Tripp, 401 Prentice St., Holliston, MA 01746
Engineering by: Surveying by: SCALE DRAWN JOB. N0.
Engineering Warka HOOD 5URVE'Y GROUP 1"=20' P.T.M. 102-07
12 West Crossfield Road 18 Route 6A DATE CHECKED SHEET NO.
Forestdole, MA 02644 Sandwich, MA 02563
(508) 477-5313 (508) 888-1090 1/20/07 _PJ.M. 1 01 3
ELEV. TOP PROVIDE 20" RISER WITH WATERTIGHT FAME AND COVER OVER INLET,
FOUNDATION OUTLET & PUMP CHAMBER. FRAME AN COVER SHALL BE MADE OF A
UURABLF. MATERIAL AND BE SECURED 0 PREVENT UNAUTHORIZED ACCESS
(Existing) AS SPECIFIED IN 310 CMR 15.228(2) & 15.231(5).
=100,96±� F.G.EL: 100.0± F.G.EL:100.0±
4
4
w
Y
DRAWL SPACE p' 4" SCH40 PVCIA
S= 2Ye (MIN.) 1b„7
10^
INV. -98.10
PROVIDE COUPLING
1±FT. FROM HOUSE
INV, -98.37±
TEE'S ARE TO BE
4" SCH 40 PVC
8 1 111 11 \ --INV.=97.85±
BOTTOM f� ' - 1 INV. -97,85
ZABEL FILTG _h
(See Pump Detoil,
NOTES; 1) CONTRACTOR SHALL VERT
2) SEPTIC TANK/PUMP CHAT
MECHANICALLY COMPACTS
15.221(2).
3) INSTALL INLET & OUTLET
4) EFFLUENT FILTER AND PI
MODEL FD C-4 R STARTER
SMALL RIB
LARGE RIB
LIMA
n
MODEL FD C-4 E MIDDLE/END
SMALL RIB
LARGE
d(.JklG.1A
rRIB
1 14� 1kU
w � I
,ULTCC CONTACTOR FIELD DRAIN C-4 CHAMBER STORAGE = 7.692 CF/rl
1Ll CONTACTOR FIELD DRAIN C -4H0 HEAVY OUTy UNIT} ARf MARKED NTH Ar COLLA
CULTEC, Inc. PH: (203) 775-4416
P.O. Box 280 PH: (800)4-CULTEC
978 Federal Road FX: (203) 775-1462
WWW.CUItep.COm gA.'taC
eat 3 of 3)
F.G. EL; 101.0±
INV.=99
ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION.
R & D -BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A
EIX INCH CRUSHED STONE BASE, AS SPECFIFIED IN 310 CMR.
ES AS REQUIRED. OUTLET TEE SHALL. HAVE AN EFFLUENT FILTER
SHALL BE SERVICED ANNUALLY.
D -80X
TEE SHALL NOT EXTEND
BELOW FLOW LINE
NOTE: TO PREVENT BREAKOUT, A 40 MIL POLY LINER SHALL
BE PLACED 5' OUTSIDE THE S.A.S. AS SHOWN ON THE
PLAN AND SET BETWEEN EL.99.6-96.9
FINISH GRADE=100.6±-\
MAINTAIN 27 MIN SLOPE OVER LEACHING AREA
0 S= I% (MIN.)
INV.ELEV.=99.15
MAX. COVER OVER SA.S. - 36"
INSPECTION PORT TO BE PLACED ON END UNIT
CULTEC. NO. 410 FILTER FABRIC
12" MIN
TOP OF CHAMBER ELEV.=99.57
INV.ELEV,=99.15
BOTTOM ELEV.=98.9 --
4' MIN. ABOVE BOTTOM OF
T.P. EXCAVATION OR G.W.
MSHGW EL: 94.9
SEPTIC SYSTEM PROFILE
N,LS.
% SOIL. LOG
INSPECTION PORT DATE: JANUARY 11, 2007
SOIL EVALUATOR: PETER McENTEE PE
WITNESS: AMY VonHONE
HEALTH AGENT
Elev. TP Depth
100.0 0"
EC ContactorO and Recharger®
Sep0c and Stormwater Chamber's
A LOAMY SAND
99.3 IOYR 4/1 81,
8
LOAMY SAND
10YR 5/8
27"
ESTABLISH VEGETATIVE COVER
BACKFILL WITH CLEAN SAND
(NATIVE OR_PERC SAND)
J
BREAKOUT
�rELEV.=98.9
EXISTING SUITABLE
48" (TYPICAL) 6" MATERIAL
EFFECTIVE WIDTH -13.0'
USE 3 ROWS OF 3-CUL7EC C-4 FIELD DRAIN UNITS
4 WITH 6" SEPARATION BETWEEN EACH ROW & NO STONE
SOIL A650tRP-T ION $YST M (SECTION
%t9.
DESIGN CRITERIA
NUMBER OF BEDROOMS: 3 BEDROOM
SOIL TEXTURAL CLASS: CLASS I
DESIGN PERCOLATION RATE; t5 MIN/IN
DAILY FLOW: 330 G,P.D.
DESIGN FLOW: 330 G.P.D.
GARBAGE GRINDER; NO
PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500 GALLON/ 500 GALLON.
LEACHING AREA REQUIRED: (330) = 445.9 S.F.
.74
BOTTOM AREA: (GENERAL USE APPROVAL FOR 6.7 SF/LF OF C-4 UNIT)
MED, SAND 3 UNITS x 8.0'/UNIT 24.0 FT
2.5Y 6/4 3 ROWS x 24.0' x 6.7 SF/LF = 482.4 SF
DESIGN FLOW PROVIDED: 0.74(482.4 S.F.) = 357.0 G.P.D.
94.9 (ADJUSTED G.W.
92.9 (STANDING G.W. 5,Z;q 85"
92.0 i ' 96"
STANDING G.W. 0 85"
PERC RATE G2 MIN/IN, (°C" HORIZON)
(MIW 29 -DEC 2006 WATER. LEVEL=8.7)
G.W. ADJUSTMENT=2.0
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
220 WINSL.OW GRAY ROAD, SO. YARMOUTH, MA
ming by:
I Surveying by:
SCALE
DRAWN
dwo. Nu.
Is III Workir
N00D SURVEY CROUP
1'=20'
P.T.M.
102-07
DATE
CHECKED
SHEET N0.
A CroaePield flood
iaie, MA 02644
18 .Route 6A
Sandwich; MA 02563
477-5313
(508) 888-1090
1/20/07
P,T.M.
12 of__3
INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING
WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM
FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON
CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP.
HOISTING CABLE 709 STAINi
1/8" DIAMETER. / 1,760 LB.
PC INV.(IN)=97.85
ALARM ON EL: 95.85
PUMP ON EL: 95.19
BOTTOM OF PUMP OFF EL: 94,52
PUMP CHAMBER s
ELEV.= 93.52
PROVIDE 2— WIDE ANGLE FLOATS:
FLOAT N0.1: PUMP ON/OFF(BARNES 073618)
FLOAT NO.2: ALARM ACTiVA ON (BARNES 073612)
PUMP CHAMBER, PUMP & ACCESSORIES AVAILA
THROUGH WIGGEN PRECAST CORP., BOURNE MA.
PUMP At ACCESSORIES AVAILABLE THROUGH WILLIAMSON E
PUMP DETAIL
3 - 20" Dia. Cavan
O q O
PLAN 6" Dia, 0
NOTES:
1. UNIT SHALL BE SEALED, WRAPPED & MADE WATE
2. ALL PIPING JOINTS SHALL BE MADE WATERTIGHT.
1500/500 GALLON CAPACITIES (H-10)
SEPTIC TANK/PUMP CHAMB
N.T.S.
• PROVIDE WATERTIGHT CONCRETE RISER
WITH SECURED COVER TO GRADE
NEMA 4 JUNCTION BOX CORROSION RESISTANT
& UQUID—TIGHT CABLE CONNECTORS SUPPORTED
BY 1-1/4" PVC CONDUIT, JOINTS TO BE MADE
WATERTIGHT
�2"BALL VALVE w/ UNIONS SCH. 80 PVC
GEORGE FISHER CO. MODEL NO. 560
2"SCH. 40 DISCHARGE TO D—BOX
.2"SCH. 40 TEE w/ CLEAN—OUT CAP
PROVIDE 1/4" WEEP HOLE IN DISCHARGE
PIPE FOR SELF—DRAINING FORCE MAIN
`2" BALL CHECK VALVE SCH. 80 PVC
100 P,S.I, FLOWMATIC MODEL No, 2085
� 2" SCH. 40 PVC DISCHARGE PIPE
` BARNES SEV412 PUMP .5 H,P. 115 V
2" DISCHARGE PASSING 2" SOLIDS
A UNIT
564-6774
(781) 444-6800
Outlets
&I
S.A.S. LAYOUT
— 21" 6-4" POLYSEAL OUTLETS
2" - 2" 1-4" POLYSEAL INLETS
LIn �O
Lni d a0
Top View Section
D -BOX
BUOYANCY CALCULATIONS
Septic Tank[Pump Chamber Unit
BOTTOM OF PUMP CHAMBER EL,= 93.52
ADJUSTED HIGH GROUNDWATER EL.=94.90
BUOYANCY FORCE PER FOOT OF DEPTH:
6.67' x 12.17' x 1,0' x 62.4 Ibs/cu.ft. = 5,065.3 lbs/ft
MAXIMUM DISPLACEMENT = 94.90-93.52= 1.38'
MAX. UPLIFT PRESSURE = 1.38' X 5,065.3 Ibs/ft = 6990.1 Ibs.
WEIGHT OF EMPTY PUMP CHAMBER = 20,088 lbs.
20,088 lbs. > 6990 lbs. O.K.
DOSING & STORAGE REQUIREMENTS
DAILY FLOW: 330 GPD
DOSING REQUIRED: CYCLES/DAY2 5
S
330GALLLONS/CYCLE
DISTANCE REQUIRED BETWEEN PUMP
ON AND PUMP OFF FLOATS:
82.5 GAL/CYCLE - 125 GAL/FT = 0,66 FT/CYCLE (8"')
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS
STORAGE PROVIDED:
INV.(IN) EL:97.85 - PUMP ON EL:95.19 = 2,66'
STORAGE PROVIDED = 2.66' X 125 GAL/FT = 332,5 GALLONS
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
220 WINSLOW GRAY ROAD, SO. YARMOUTH, MA
Prepared for: Mark & Donna Tripp, 401 Prentice St., Holliston, MA 01746
Engineering n ISCALE DRAWN JOB. NO
ee►IngiYwAs
HOOD SMVEY CROUP
No. P20
P,T.M.
I STY.
it Crossfield Roatl
tale, MA 02844
WD. FRM.
pATE
T.O.F. = 100.96'
SHEET' N0.
477-5313
888-1090
.. ..., . ._...
��._,. _ ..........F i
S.A.S. LAYOUT
— 21" 6-4" POLYSEAL OUTLETS
2" - 2" 1-4" POLYSEAL INLETS
LIn �O
Lni d a0
Top View Section
D -BOX
BUOYANCY CALCULATIONS
Septic Tank[Pump Chamber Unit
BOTTOM OF PUMP CHAMBER EL,= 93.52
ADJUSTED HIGH GROUNDWATER EL.=94.90
BUOYANCY FORCE PER FOOT OF DEPTH:
6.67' x 12.17' x 1,0' x 62.4 Ibs/cu.ft. = 5,065.3 lbs/ft
MAXIMUM DISPLACEMENT = 94.90-93.52= 1.38'
MAX. UPLIFT PRESSURE = 1.38' X 5,065.3 Ibs/ft = 6990.1 Ibs.
WEIGHT OF EMPTY PUMP CHAMBER = 20,088 lbs.
20,088 lbs. > 6990 lbs. O.K.
DOSING & STORAGE REQUIREMENTS
DAILY FLOW: 330 GPD
DOSING REQUIRED: CYCLES/DAY2 5
S
330GALLLONS/CYCLE
DISTANCE REQUIRED BETWEEN PUMP
ON AND PUMP OFF FLOATS:
82.5 GAL/CYCLE - 125 GAL/FT = 0,66 FT/CYCLE (8"')
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS
STORAGE PROVIDED:
INV.(IN) EL:97.85 - PUMP ON EL:95.19 = 2,66'
STORAGE PROVIDED = 2.66' X 125 GAL/FT = 332,5 GALLONS
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
220 WINSLOW GRAY ROAD, SO. YARMOUTH, MA
Prepared for: Mark & Donna Tripp, 401 Prentice St., Holliston, MA 01746
Engineering n ISCALE DRAWN JOB. NO
ee►IngiYwAs
HOOD SMVEY CROUP
N.T.S.
P,T.M.
102-07
it Crossfield Roatl
tale, MA 02844
18 Route 8A
Sandwich, MA 02583
1(508)
pATE
CHECKED
SHEET' N0.
477-5313
888-1090
1/20/07
P.T.M.
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