HomeMy WebLinkAboutEngineered Plans - Rev. 2009IRON
PIPE
- to `I LOT 74
LOT 70 :: HOUSE
HOUSE 137
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LOT 71
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PROP. i - 98 p,
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APRON \ 2
100.0`i
YARMOUTH
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H A - + 4. )E- pT• LOCUS MAP
ASSESSORS MAP 102, LOT S71
PLAN REF 241/109
ZONING: "R-40"
FLOOD ZONE "C"
LOT 73
HOUSE
L.�_::.�::_ 133 PLAN
SITE AND SEWAGE
OF
WILLIAM
LIEBERMAN
BENCHMARK.• ss - � �•�5 5 LOT 72
TOP OF CATCH BASIN r1C SIO USE W
ELEV. =100 (ASSUMED)
a y
PROJECT LOCA TION
14 RICHARD ROAD
YARMOUTH, MA.
APPL ICA NT.•
OCEAN"S EDGE BUILDING CORP.
YANKEE SUR IiEY CONSUL TANTS
P.O. BOX 265
UNIT 5, 40B INDUSTRY ROAD
MARSTONS MILLS, MA. 02648
PH. (508)428-0055 — FAX(508)420-5553
[SCALE: 1".z0' ilFDATE.•
910219
REV
=RE 9/27/99
JOB N0. 52031
SHEET 1 OF 2
EL, =_101.0'
HORIZ
TEXTURE
COLOR MOTT. OTHER
0-6"
POP OF FOUNDATION
SANDY LOAM_
IOYR311
6'-14"
•
LOAMY SAND.
20' MIN. �"
14'-36'
B
SAND
1-- 10' MIN.
36' —120
C I
FINE TO AIEDIU,V rAND
SOME STONES
jlom6�3
5)
CONCRETE COVERS
'
4" SCHEDULE 40 P. V.C.
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
2 OLA YER OF
" 98.2' EL =
98.0' MIN. PI7L^H 1/8 PER FT
IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS
L 997'
7)
WASHED STONE
♦i ///
B NA.Y' //i
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
EL = 97t '
e
:74SCHEDULE 40 PVC
36' AIA
-7-7
ANWfUM
INVERT IN RT
L
»
FI
L^�4� PERI
— 94.
EL. — EL. =_gs
3 MAK
9
R 2'MIN.FLOW LINEoo
94'
INVERT
110" " 22 7'ol
MIN 14 0 0 0
o 0 o a o
o
O 0 0 00
oo EL. = 94_5 _ INVERT
GAS INVERT INVERT 24 " o o
cp
o a o 0
D o m
EL. = 94_25'_
BAFFlf EL. = 94 EL. = 93._75 — 0 00 , 0
°' om m
= 91.6
4.0'4.8'
4.0'
DISTRIBUTION �F 12 8'
BOX
1500 GAL SEPTIC TANK
3f4~ 7n 1-1/2"
wALETD S7i'NE
PROFILE
SEWAGE DISPOSAL
NOT TO SCALE
GENERAL NOTES
OF
SYSTEM
(2)-500 GAL. CHAMBERS
NO OBSERVED WATER TABLE (7/24/99)
BOTTOM OF TEST HOLE ELEV.= 83-5' _
OBSERVATION ROLL' #1 ELEV. =_ 9_3.5'
PF,RCOLATION RATE —<,?-- MI.'V.,/ INCH AT—42'_-60" INCHES
DEPTH
HORIZ
TEXTURE
COLOR MOTT. OTHER
0-6"
Ap
SANDY LOAM_
IOYR311
6'-14"
A
LOAMY SAND.
IOYR614
14'-36'
B
SAND
IOYR6/8
36' —120
C I
FINE TO AIEDIU,V rAND
SOME STONES
jlom6�3
NO GROUND WATER ENCOUNTERED
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D. E. R DATE OF SOIL TEST 7/24/99
TITLE 5 AND THE TOWN OF YARMOUTH__ RULES AND WITNESSED BY: C WELSH
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. SOIL TEST DONE BY
2) ONE CO VER ON SEPTIC TANK SHALL BE BROUGHT TO
WILLIAM LIEBERMAN,
SOIL EVALUATOR
WILLIAM
LIEBERMAN Z,,
No. 239i , O !'
e�G/STE'��
fsS/0 N LL
W
8) PARCEL IS IN FLOOD ZONE___ "C" — INSTALL
9) LOT IS SHOWN ON ASSESSORS MAP _102 AS PARCEL _ S71, 2— 500 CAL ACME CHAMBERS
10) NO WATER SUPPLY WELL EXISTS WITHIN 150' OF SAS W/ 4' CRUSHED STONE ALL AROUND
OBSERVATION HOLE ,f2 ELEV. __ 96'—
DEPTH
6'—
DEPTH
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12"
TEXTURE
3)
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
`� j
'�`
SANDY LOAM
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
7' —30"
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
;g,,;
OYR6 8
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
s
4)
ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
F—NO
BE MORTERED IN PLACE. t�
31
5)
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6)
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7)
CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
WILLIAM LIEBERMAN,
SOIL EVALUATOR
WILLIAM
LIEBERMAN Z,,
No. 239i , O !'
e�G/STE'��
fsS/0 N LL
W
8) PARCEL IS IN FLOOD ZONE___ "C" — INSTALL
9) LOT IS SHOWN ON ASSESSORS MAP _102 AS PARCEL _ S71, 2— 500 CAL ACME CHAMBERS
10) NO WATER SUPPLY WELL EXISTS WITHIN 150' OF SAS W/ 4' CRUSHED STONE ALL AROUND
OBSERVATION HOLE ,f2 ELEV. __ 96'—
DEPTH
6'—
DEPTH
HORIZ
TEXTURE
COLOR MOTT. OTHER
0-7"
OA
SANDY LOAM
10YR614
7' —30"
B
LOAMY SAND
OYR6 8
30"-126'pC
COARSE SAND
IOYR6/3
F—NO
GROUND WATER ENCOUNTERED
DATE OF SOIL TEST
WITNESSED BY:
SOIL TEST DONE BY
9/22/99
C. WELSH
WILLIAM LIEBERMAN,
SOIL EVALUATOR
DESIGN CALCULA TIONS'
NUMBER OF BEDROOMS . . . . . . . . 3
GARBAGE DISPOSAL . . . . . . . . . NO
TOTAL ESTIMATED FLOW 330 GAL/DA Y
( _ 110 _GAL/BR/DAY x --!I— BR.)
USE EXISTING SEPTIC TANK 1500 GAL
SOIL CLASSIFICATION . . . . . . . . 1
DESIGN PERCOLATION RATE . . . . < 2 MIN. /IN.
EFFLUENT LOADING RATE . . . . . . • 74 GAL/DA Y/S. F.
TOTAL LEACHING CAPACITY 348 GAL/DAY
SIDEWALL• (25' + 12.8) X 2' X 2 SIDES)( 74)=11L8 GAL/DAY
BOTTOM.• (25' X 12.8)(74)=236.8 GAL/DAY,
SHEET 2 OF 2 JOB NUMBER__ 52031 ______