HomeMy WebLinkAbout48.39.2 - Title 5 Site Plan (Copy 2)TOP FNDN EL. 23.0' SYSTEM PROFILE
ACCESS COVER TO FIN. GRADE (NOT TO SCALE)
FL /- ACCESS COVER (WATERTIGHT) TO
21.0' MINIMUM 75' nr rnvrc nvao WITHIN 6" OF FIN. GRADE
19.0'
PROPOSED 1500
RUN PIPE LEVEL
FOR FIRST 2'
GALLON SEPTIC r�\
71'TANK (H- 20) GASBAFFLE 18.02' ��7.85
( % SLOPE) �__6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW 4
TEE SIZES: (-2-7 SLOPE) ( % SLOPE)
INLET DEPTH 10
OUTLET DEPTH = 14"
FOUNDATION- 10' SEPTIC TANK 22'
BENCHMARK
HYDRANT TAG BOLT
ELEV = 22.31'
1T ROAD 88 -
TP.CU1 K - '' 3
0
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE \
H-20
3/4" TO 1 1/2" DOUBLE WASHE-) STONE
3'
OF
pP�O/ I 18.20
E N pY
5SIGN
i J8.19
2.5Y 6/4
.o- y
C Ti O RT '<B. w. -,� Roy oN ��c
20.5'
18" MIN
3' MAX.
18.26'
0
17.26'
-L
5'
LEA .:RING
FAC LITY
LSE ADJ. WATER AT EL. 12.26
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 5/8/02
PERC. RATE _ - < 2 MIN/INCH
CLASS I SOILS P#
C� ELEV. EP
FILL_]
FILL
Bw
LFS
tOYR 5/6
32" 17.7:
PERC C
FS
Bw
LFS
10YR 5/6
36" 17.5'
C
FS
2.5Y 7/2
I LOCV�
I
0
I I f
o 'so
I o`
Q� fy
G�
q Pio
R y>
it CG�r
�s
� T
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 48 PARCEL 39.1
ZONING DISTRICT: R 25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
WELL: MIW 29
ZONE: 'A
ADJ: (APRIL) 2.1'
123" OBS. WATER 10.15'
2 �e�oDRVE f-2 4 Ss�124"
124"
10.06' 10.16'.07, 0 1
'LOT 306 20.0 NOTES:
9483tSF o.a1
W APPROXIMATED FROM QUAD MAP
2
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS
2 `• ^o 10 CF DESIGN FLOW- 3- EEDr'OOMS 010 GPD) = 330 GPD
? r,all�
p
_. I: l'I AI_ UfATER IS AVAILABLE
PROP USE ��2' USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT
./ 9.97 DRIVE `->
'+e2.t5
`o - oP°
ti /
SEPTIC TANK: 330 PD (�) = 660
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-20
23 �, / 'o
��
USE A 1500_ GALLGN SEPTIC TANK
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
-v,
PROP.
EXIS-"ING SPOT ELEVATION
LEACHING:
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
100
PROP. FLOOR No
IN THE
TOWN OF:
ENVIRONMENTAL CODE TITLE V.
21,23
DWELL:
ELEVATIONAEVE
LOWER THANN
T 16.5')
- ��s
SIDES: - 2 37.25 10.83) .58 (.74) = 41.2
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
2
37.25 x 10,83 (.74)
I
USED FOR LOT LINE STAKING.
21.30 2�i
= z3.o'
^o
BOTTOM: = 298.5
8_
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
�'TF
DATE MA
SCALE:
1' = 20 DATE: MAY 13, 2002
APPROVED
TOTAL: 459 S. F. 339.7 GPD
9.
COMPONENTS NOT TO QBE BACKFILLED OR CONCEALED WITHOUT
SHED .9,
+20,25
USE 5 H-20 STANDARD INFILTRATORS WITH 4' STONE AT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
02-066
LOT 307
FROM BOARD OF HEALTH,
I
off 506-362-4541
fox 508 362-9880
I
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
P.L.S. DATE
=LEGEND
TITLE 5 SITE PLAN
100A
PROPOSED SPOT ELEVATION
��°s
#53 CIRCUIT ROAD NORTH
100x0
EXIS-"ING SPOT ELEVATION
100
IN THE
TOWN OF:
PROPOSED CONTOUR
(WEST) YARMOUTH
100-
EXIS'i"ING CONTOUR
PREPARED FOR: MICHAEL ARONNE
I
20
0
120 40 60 Feet
BOARD OF HEALTH
DATE MA
SCALE:
1' = 20 DATE: MAY 13, 2002
APPROVED
off 506-362-4541
fox 508 362-9880
I
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
P.L.S. DATE