HomeMy WebLinkAboutApp# 14-A052TOP FNDN. AT EL. 36.7'
S:
33.5'*
33.5IL'
MIN
( 2 % SLOPE)
SYSTEM PROFILE
ACCESS COVER 70 WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
/ 33.0' MINIMUM .75' OF COVER OVER PRECAST 1r— WITHIN 6. OF FIN. GRADE
PROPOSED 1500
GALLON SEPTIC
TANK (H- 10 )
DEPTH OF FLOW 4
TEE SIZES
INLET DEPTH 10"
OUTLET DEPTH = 14.
FOUNDATION—
THESE ARE PROPOSED INVERTS
OUT
/
4-227.Y00
/ Q /
/ + 23.1/ /,,/.•
/ PROVIDE CLEANOUTS
/
/
/
VARIANCE REQUESTED UNDER MAX. FEASIBLE
COMPLIANCE 15.405 (1)
o: REQUEST REDUCTION IN SETBACK, SAS TO
PROPERTY LINE (10• TO 9')
N \Os
dW N �W�NMOy
_ e
01-175
29.75'
CRUSHED STONE OR MECHANICAL
PACTtON. (15.221 121)
(4.5, SLOPE)
63'
— SEPTIC TANK 35'
10'
USE CAUTION IN AREA OF GASLINE
PIPE LEVEL
FIRST 2'
PROVIDE MIN, 18" COVER
2% SLOPE REQUIRED OVER SYSTEM 31.0'
2' DOUBLE WASHED PEA;'ONE-
26.0'
J. • . V • 1/ l •IV VLLL_ �' f1J1 ILL J � 1..I1v 1� L
5.65'
2. LEECHING
FAC I'-ITY
BOT -CM TH `L. 20.35'
TES-' HOLE LOGS
ENGIN[ _R;_P.ICK JUDD, RS
WJTNI_;SI_1Mv VON HONE, RS
DATE._ 8/?/('l
PERC. RATE _ _ < 2 MIN/INCH
CLAS 3. 1 __ SOILS P#
Q ELEV.
A
LSL
1^ 1CIYR 3/1
Bw
_OASMY
4- I 10YR 5/8 29.1'
C
MS
10YR 6/8
1 20.35
',IU W/,IER ENCOUNTERED
DESIGN F -O'.% 3_ I E )RCDXS ;1r . .•) _ _.30 -C Pn
USE A 331) :_PD DE , GN FLOW
SEPTIC TANK; ,33C'-L,cD ( 2 ) = 660
USE A 1500 SALLON SEPTIC TA1,'K
LEACHINCr
SIP.ES;
2(39.5 + 6.83) 2 ( .7c---)--= ':37 ---- -.-
BOTTOM: X9.5 Y •6 83 (.74L = 199
TOTAL: 454 S.F. 336 GPD
USE (6) H-20 HIGH CAPACITY INFILTRATORS WITH 2'
[ STONE AT SIDES, 1' AT ENDS AND 14" UNDER
ASSESSORS MAP 127 PARCEL 28
Nr"ITES:
2. MUNICIPAL WATER IS_ XISTING
3. MINiM'JM PIPE PITCH TO BE 1/8' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10,
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4' PVC
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH,
10, PUMP I, REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
11. WATER TEST D'BOX FOR LEVELNESS
LECE N_ L-- -- - , -- —;
100.0 PROPOSED SPOT ELEVATION OCT 2 6 21101
100x0 EXISTING SPOT ELEVATION
00 PROPOSED CON'OL?
— 100 --EXISTING CONTDUF
G GASL'NF
BOARD OF HEALTH
MA
DATE
TITLE 5 sITt PLAN
OF 46 MERCHANT AVENUE
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR; LOLA ABT
20 0 20 40 60
SCALE: 1" = 20' DATE: AUGUST 15, 2001
AtAH OF 4f!. �r"01% 0`_n/,,�V\c\,�•
All
ARNE H. �S 77r FL 1t
oAIA ljo-c O.IAIA 6
CIVIL �i Nn 2ti;in(t
No. 30782
�17/Sf ERt
H. OJAI.A, F.., P.L.S. DATE
off 508-762-4541 /
fex 509 357-99W
down
cape engineering, inc.
CIVIL- ENGINEERS
41~�
i
1 -ANL SURV =YOBS
939 Main ;t. /oe mmuth, na 92675
TITLE 5 sITt PLAN
OF 46 MERCHANT AVENUE
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR; LOLA ABT
20 0 20 40 60
SCALE: 1" = 20' DATE: AUGUST 15, 2001
AtAH OF 4f!. �r"01% 0`_n/,,�V\c\,�•
All
ARNE H. �S 77r FL 1t
oAIA ljo-c O.IAIA 6
CIVIL �i Nn 2ti;in(t
No. 30782
�17/Sf ERt
H. OJAI.A, F.., P.L.S. DATE