HomeMy WebLinkAboutEngineered Plan - 2000--
• _ ACCESS COVER WATERTIGHT T
DESIGN F 5 / (WATERTIGHT) o
..., G LOW.. BEDROOMS 110 GPD – 550 GPD ` r ,
- 2Q MINIMUM WITHIN 6„ OF FIN. R RICK JUDD RS S
I .75 OF COVER OVER PRECAST GRADE ENGINEER, . E
100x0 EXISTING SPOT ELEVATION i
USE A 550 GPD DESIGN FLOW , ` .. 2V. SLOPE REQUIRED OVER SYSTEM ,
_` 170 — 1$0
: , AP)tY VON H
00 P 'SEPTIC TANK: WITNESS. ONE
ROPOSED CONTOUR 550 GPD 2 .1100 .
� � _"� � � •. 18.5 .---:RUN PIPE LEVEL 2 DOUBLE WASHED PEASTCdJE ^:-
1500 =.
PROP D 1 00
rOR FIRST 2 DATE: 11 21:)/00
USE A GALLON SEPTIC TANK
sE �_ ,
1 15.0
100 EXISTING. CONTOUR ._ < 5 MPI
IN TH1, < 8 MPI IN TH2
GALLON SEPTIC PERC. RATE ,-
17.0
LEACHING: � 17.25 _... TEE ,
TANK (H- o) GAS II
2(69.5 + = 18 ;.:.. 14.5
SIDES: { 8.83) 2 (60) 8 �:�. 3 ®SIDES CLASS
BAFFLE14.87'000a 1 O
—SOILS P #
--
69.5 x 8.83 6J MIN3.5' ® ENDS
BOTTOM: { ) = 368 (?� SLOPE 2'
) �6 .:CRUSHED STONE OR MECHANICAL {
927 COMPACTION. 15.221 2 14..
TOTAL. S.F. 55 6 GPD 4 ( [ ]) X88 12.5
DEPTH OF FLOW 21 ELEV.
ELEV,
(___� SLOPE) --3/4„ 1
USE (10) H-20 HIGH CAPACITY INFILTRATORS WITH 3 TEE slzEs ” " TO 1 1 2 flOu � �. Q
_ ,./ B,E WASHED STONE 0 �. �, 4
-r�.If . T - - - ._ _ -- ---- �n" —_ 18.5 n 17
o
A/E
LFS
10YR 5/''.
ZONING DISTRICT: R 87
BW
LS
1OYR 5/r,
Cl
LS
10YR 5/4
/CLODS/LA' F
OF LS WITII
FINES
C2
13.67'
MED/COS
i!
2.5Y 6/6
PLAN REF. - LCP 4075 K, SH 2
41'
16„
15.17'
46.1
PERC
S'
8.33' 126"
7..0' L 140"
0
A/E
LFS
1OYR 4/2
BW
LS
1OYR 5/6
Cl
LS
1OYR 6/6
/CLODS/LAYE
OF LS WI TH
FINES
C2
MED/COS
2.5Y 7/3
ASSESSORS MAP 3 PARCEL 10.1
ZONING DISTRICT: R 87
YARD SETBACKS:
FRONT 30'
SIDE = 50'
13.67'
REAR = 75'*
i!
PLAN REF. - LCP 4075 K, SH 2
FLOOD ZONE: C
j
S
* THESE SETBACKS VARIABLE
I
PURSUANT TO CLUSTER
7.0'
DEVELOPMENT ZONING
;
BY-LAW. BUILDER/OWNER TO
CONFIRM SETBACKS WITH
EU•.I.DING COMMISSIONED Prtivrt'
!
TO ANY CONSTRUCTION
5.83'
}