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INV. EL 1T.Z1 WATER TIGHT coven
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rlOW LItEJE
Ta• u 144 11 INV. EL. --2' levo --
Total held Length 301
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2" of Map - 1/2" Peastot2e
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INV. EL 1o.A INV. EL _............
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1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK
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PRECAST REINFORCED CONCRETE No. of Fields 1
MnL'.!,{UM CONSTRUCTION MATERIALS PER 31OCMR 15.226(2) DISTRIBUTION BOX
No. of Distribution Lines each FYeld_ 5'
TEES SHALL BE CONSTRUCTED OF SCH`.DIAE 40 PVC AND INSTALL ON A LEVEL BASE
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SHALT. EIMM A M!4VJ1I OF C ABOVE THE FLOW LINE Length of Disl1ribution Lines Za,C,
OS THE SE4TIC TANK' AND BE ON THE CENTERUNT OF THE MINIMUM WALL THICKNESS - 2 A7. 4.0'
SEPTIC TANK LOCATED D!7ECTLY UNDER THE CLEAN-OUT
1+�j= utyxiv�aTt%2 f:1.4.0•
MANHOLE. M!MMUM INSIDE DIMENSION 12" �(oaSTV�
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR OUTLET INVERTS SHALL BE EQUAL TO EACH
MORE THAN 3' ABOVE TILE RLVMT ELEVATION OF THE OTHER AND AT 2" MINIMUM BELOSV II'JLET INVERT.
OUTLET PIPE.
THE DISTRIBUTION LINES FROM THE DISTRIBUTION SOX '
C TANK SHAD BE INSTALLED LEVEL AND TRUE 70 GRADE SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING 13.2',wI DENOTES EIZSTING SPOT ELEVA7TON
SEPTI
THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION x
ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY UNE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE.
COAND ON TO MNLCH SDC INCHES OF CRUSHED STONE INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE
HAS BEEN PLACED TO ENI STAL"UTY AND TD PREVENT AND NON -DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE NO
SELF UNE OR RECONSTRUCTING THE LINES IAML ALL INND VETS ARE OF s =377NG APROPOSED GRADES SHALL REbfAIN
EQUAL ELEVATION. �ENMLLY THE SAME UNLESS OTHERNNE NOTED.
SEPTIC .TANK SHALL HAVE A M1N1Mt)M COVER OF 9". + 0 Dc �p31`�"' �'g .
THREE 20' MANHOLES V,17H READILY MEMOVABLE 11.tPERMEABLE 0
COVI Or DURABLE UATERIAL.,SHALL BE PROV,IDLA WITH ACCESS C� h'y x 13.1
PORTS BWO PLACED AT TLS 604TER AND OVEIR THE INLET AND rOJ iS 1'
OUTLET TEES.12.0,
Spruce Seedlng
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. x
J 0 _7' ` \*
Spruce Seedling
121'
29195 q ft le
PROPOSED S. A.S. FIELD SECTION
3/4" - 1-1/2' Mashed Crushed Stone
2" of 1/8" - 1/2' Peastone
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4 4' max
4' mar.
Eff. Depth of Feld 6"
Total07dth 20'
ASS.? -,✓.p 1'7 - loo.i
Zoning District: R-25
X 12.0' 04 '0 X661 Utfl Bld. Setbacks:
1 12.4' 12 5' T 12.64' Front 30'
Side 15'
12.1' t3 12.5
2 5 x x Rear 20'
x 119' 132.95 " 12.4' 42' Reference Deed: 126631272
GENERAL CONSTRUCTION NOTES 11.9 s s Trey IfJth Flag 12. x Proposed H-20
�" 49 1500 Gal/Tank ;
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 Yom_ � � Record On'ner.•
AND THE TOL'4?4 OF RULES AND REGULATIONS FORsro, ;' i11athew & Dawn Yuskaitis
THE SUBSURFACE DISPOSAL OF SELVAGE.
5z Proposed SAS Field - 164 So. Sea Avc.
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2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE 12.6' o d b , T1est Yarmouth, AM 02673
Y1NiTY,IN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS x j2o 12.5' 0
POR1S BRoUGHt TO W1HIN TWELVE INCHES OF FINISH GRADE. /Proposed 2 x 0
100 ® Fema Data: Zone B
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF / Dwelling � h�
Note: Should soils be encountered during installation of sewage system the are WTI -STANDING 1? -10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' 2r. �0 FIRM Panel-' 250015 0005 D
5' tiIz s5' Panel Revised. July 2, 1992
not consistent with soil logs, contact the designer and/or your local Health Department OF MIVIES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR "THIN
10' OF DRIVES OR PARKING UNLESS NOTED. x
before proceeding. 13.5'34� ;
/
4. THEEXCAVATOR/CONTRACTOR SHALL VERIFY THE .LOCATION OF ALL x 29' 121 • SAS
S17I UTILITIES PRIOR TO ANY EXCAVATION.fIr
Expansion
SOIL OBSERVATION DATA:
TEST DATE
o -L- lL-e0
SOIL EVALUATOR S• �oy�Y-�
B.O.H. AGENT
Mto.
EXCAVATOR
DESIGN FLOW Axl\O = cicl l�eT�U 67Xd+\itEJJ�� oMl
PERC/RA.TF
36'
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6. AN) MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
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MOITARED IN PLACE.
CB El. 12.65f , I
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1.10 �Y a+r'2rt�
5. SEER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE.
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% GRAPHIC SCALE
DESIGN FLOW Axl\O = cicl l�eT�U 67Xd+\itEJJ�� oMl
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36'
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20 0 10 20 40 so
6. AN) MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
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MOITARED IN PLACE.
CB El. 12.65f , I
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`9c5` x(IN
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FEET )
7. FIN SH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT.
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12.6'
Datum: NGVD % iil�Pole
; p�' L inch = 20 fL
d Municipal Yater ter
FEMA BM R,if 21 1�
1`263' :
;
LEACHING FACILITY ¢x K ha ti so\y »; 2A t AAA c3s'D - z'st
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DESIGN DATA:
STRUCTURE `�w> u �tacj d e 12.4' ��� �1 ��� \ ' •.' X40 :
x `
r \Jrn't I3lZ71sT.u,1�S-' 12.61 rto of <'
Iti-,31
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1\41 N4p ILN f 4t
Site Flan of La.ncl
Prepared For•
1
TYPE NO. BEDROOMS GARBAGE DISPOSAL
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DESIGN FLOW Axl\O = cicl l�eT�U 67Xd+\itEJJ�� oMl
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DESCR1PPON
BY
SEPTIC TANK \ b7 SAW oi ,r&t - I�zo Ltnp
Datum: NGVD % iil�Pole
FEMA BM R,if 21 1�
LEACHING FACILITY ¢x K ha ti so\y »; 2A t AAA c3s'D - z'st
r \Jrn't I3lZ71sT.u,1�S-' 12.61 rto of <'
Iti-,31
STr.:PN'r.'��y?y. AyS- a^`t tnl�t1'••+ f�`s'v,+.
1\41 N4p ILN f 4t
Site Flan of La.ncl
Prepared For•
Mathew and Dawn Yuska.it.is
In
Arest Yarmouth, 11assachusetts
Scale: 1" = 20' Date: June 11, 2001
Prepared By.Stephen J. Doyle And Associates
42 Canterbury Lane, E. Falmouth, IfA 02536
Telephone. 509/540-2534
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DATE
DESCR1PPON
BY