HomeMy WebLinkAbout91 River Street - Schedule of ElevationsSTANDARD NOTES
1) THIS PLAN IS FOR THE INSTALLATION OR REPAIR OF A SEPTIC SYSTEM, AND IS NOT INTENDED FOR SURVEYING OR ZONING
PURPOSES,
2) ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE,
TITLE 5, AND THE TOWN OF _ �RNjD�"�j�___ SUBSURFACE DISPOSAL REGULATIONS.
3) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS
OR ZONING REGULATIONS.
4) TOWN WATER SERVICES THIS PROPERTY.
5) THERE ARE NO KNOWN PRIVATE WELLS ON THIS PROPERTY OR WITHIN 100' ❑F THE PROPOSED SOIL ABSORPTION SYSTEM.
6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 12' OF YINISHED GRADE, WITH ONE COVER OF THE
SEPTIC TANK BROUGHT WITHIN 6' OF GRADE,
7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION, NO STRUCTURES SHALL BE LOCATED DIRECTLY
UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE: WITH THE PERFORMANCE, ACCESS, INSPECTION
PUMPING OR REPAIR.
8) NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER IMPERVI❑US AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
SYSTEM, EXCEPT WHEN VENTING HAS BEEN PROVIDED.
9) SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6' STONE BASE
TO ENSURE STABILITY AND PREVENT SETTLING.
10) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH,
11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
OF DRIVEWAYS OR PARKING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED,
12) ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4' AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC,
13) THE DEPTH TO THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36, UNLESS VENTING HAS BEEN PROVIDED,
14) IN THE AREAS OF EXCAVATION, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION FOR THE SOIL ABSORPTION SYSTEM, WHICH DIFFER NOTABLY FROM
THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING.
16) CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES,
TOP OF
FOUNDATION
EL —
1I.ZI
INVERT EL
10-5`0
INVERT EL
BOTTOM EL
I 34'* I
(10' MIN)
(,ear
(rEa) SZT NAIL- PINE
Y .S gg794O% e , j3 ,
Existing Cesspoo,Ss fo be
Pumped and AVd Sew
5 (lee) I
(lsv /
W (z7) Y) 2(
Ob (12e)
,16' `(lee) pe
to be relocetedpr flee)(�Ex. _ Wood"
.�
' (12e9) --Frame 1O'Arb,
(re e) Proposed S,b00gel _Barn
_g- " _ - ;y pacl l Septic Tank
_
(
01% (8) lee )
Oz
.: Ex., Md.
.,a St D -Bos 3
0( ) (lee) "' " - 0 - a 0 0 Pie,rr* r_
! e Proposed neer outlet a'2
pipe location
J .q UP #w/1
p (� .,Tt<p (reel
ryse) EL ; 1-3.L' �� crw.d B/r J Prnposed Leaching Facility rat
N BI i77"5O" g Four 4' z 8' 500 gal ( ) O
18276• Leaching Cbembers (or equip) (q
Qwl 3' stone on sided 4' on ends
NI D yY SSrREE,'(Ise)
Public Rlght �M 1'K. tN U
Of �
l4,ZZ
Scale: .1" = 20'
LIQUID LEVEL
`10• t--►izzUU 14'11.
Ga 5 3a4F1e�
04 auk Ia+-
6' STONE BASE
EXISTING GROUND SURFACE EL
INVERT EL
10-10
INVERT ESL
7't
D -BOX
APPROX SURFACE EL I Z .5-
11.7-1
5
14 -
TOP EL
MIN P' LAYER DOUBLE COASNcED
1/8'- L2' STONE
�= 2'
•••• EFFECTIVE
•••• SIDEVALL
L 3/4'- 1 1/2' DOUBLE
WASHED STONE
Na Vtr n►T S
ZZ�c�v I r C D
INVERT.EL
INVERT EL 4'
1a t I
SCHEDUL—E OF
ELE\/ATI❑NS
TOP OF
FOUNDATION
13.3± FT
INVERT
OUT FOUNDATION
11_ ZI_FT
INVERT
Nam
__1Q'S0_FT
mmm
OUT SEPTIC TANK
(MINIMUM = DESIGN FLOW x 200%)
INVERT
MMD
INVERT
OUT D -BOX
___}A_ l_FT
INVERT
AT LEACHING FACILITY
___9 (e Z. FT
TOP OF
LEACHING FACILITY
_-ll_� Z FT
BOTTOM
OF LEACHING FACILITY
Z % FT
GROUND
SURFACE OVER LEACHING
FACILITY
MR
GSl9EWRIl AlZcA �'PSoT'Tom 142tnt f)v TAi2
INVERT.EL
INVERT EL 4'
1a t I
SCHEDUL—E OF
ELE\/ATI❑NS
TOP OF
FOUNDATION
13.3± FT
INVERT
OUT FOUNDATION
11_ ZI_FT
INVERT
INTO SEPTIC TANK
__1Q'S0_FT
INVERT
OUT SEPTIC TANK
(MINIMUM = DESIGN FLOW x 200%)
INVERT
INT❑ D -BOX
INVERT
OUT D -BOX
___}A_ l_FT
INVERT
AT LEACHING FACILITY
___9 (e Z. FT
TOP OF
LEACHING FACILITY
_-ll_� Z FT
BOTTOM
OF LEACHING FACILITY
Z % FT
GROUND
SURFACE OVER LEACHING
FACILITY
TEST HOLE DATA
DEPTH
(In.)
�IcViZ�Y,> t2-
�loyF. Ll A60
34
TEST HOLE DATEi 7 Z,6
SOIL EVALUATOR, Bicho
r�1. Ca r
WI'i R
WITNESSED BYE on Com./�It 11 a�
PERC RATEt L Z ♦ n In
SOIL SURVEY DESIGNATION, Cower,
GEOLOGIC MATERIAL, OLJ+04Sil P la ir1
DEFTO TO STANDING WATER] i Zq
DEFTH TO WEEPING WATER, ^I /A
EST EASONAL HIGH GROUNDWATER, EL=Z•'7S
ELEV
(ft,)
�11,$)
CCA , s�
�l♦S�
32'
�.6
BOTTOM EL'2-7 -7 EL
BOTTOM OF TEST HOLE OR
ESTIMATED HIGH GROUND WATER
DESIGN DATA
NUMBER OF BEDROOMS
GARBAGE GRINDER
DESIGN FLOW
(110 GAL/BR/DAY x NUMBER OF BR)
SEPTIC, TANK CAPACITY CN - 7_10
GAL
(MINIMUM = DESIGN FLOW x 200%)
LEACHING AREA
SIDEWALL
-D D_SF
(2 SIDEWALLS x __Z___FT x _ 4Q_FT) +
C2 ENDWALLS x __.2_-_ _FT x __LO _FT)
BOTTOM
+00—SF
(__I O _FT x __ __FT)
,ff
LONG TERM ACCEPTANCE RATE
_�l_-7! T_GPD/SF
LEACHIINL-r ARE10.'0E!6k&rI Ckp4 jrf
___ 4D_ GP'D
GSl9EWRIl AlZcA �'PSoT'Tom 142tnt f)v TAi2
/ . a « - •.. ,?.. • PROJECT LOCATION
itF 4
=_:•,:if_:• o '2,� K�
ASSI?,3SOR3 MAP 0 LOT
a
.... a APPI,ICAMI`
STREETrco.n �,�E „ S; Cu5 Mr. John Curleg Jr.
91 River Street
Bass River, MA
T-
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A
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PREPARED BY.-
B B Lend Services Cape -Tech Environmental
W Old Yaic Street P.a Boz 1611
South Yarmouth mA aI Bmwster, AfA aWM
(508) 598--MR1 Far A94 -OW (eO@J 899 -* 98H
Lll^�M^~'`3a oro %SI 0_D SCALE' 1" = 20' DATE August 8, �t�996
Locos MAP ::]-E
^ REV
DWG. NO.. T1007 FSJN=
I OF 1