HomeMy WebLinkAbout141.6 - Title 5 Site PlanFNDN. = 23.9
' PROVIDE IF NECESSARY SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
EXISTING 1000
GALLON SEPTIC
TANK (H- 10 )
DEPTH OF FLOW 4'
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH - 14"
-i-JI CAS 90FU
-i-JI 19.87' wooc
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2j) -
MIN
( 7 SLOPE)
FOUNDATION— EXIST. — SEPTIC TANK
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
RUN PIPE LEVEL
FOR FIRST 2' _
19.70'
( 1 7 SLOPE)
0.58'
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
23.0'
20.1'
E4' AT4' Ai SIDES
3' AT ENDS
3/4" TO 1 1/2" DOUBLE WASHED STONE
10' D' BOX 4'
LEACHING
FACILITY
5'
USE ADJUSTED WATER AT FL. 14.1'
►3-008
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 4/2/03
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#_
0"
10"
34"
50"
PERC v
118"
144"
0
FILL
BW
LMS
1OYR 5/4
C1
MS
2.5Y 6/6
C2
FS
OBS WATER
2.5Y 6/3
ELEV.
23.0'
20.2'
13.2'
11.0'
5 p 16 2003 'U
FOREWIND�
By
o LDCus
rW
Z �
u G
ELLIS CIRCLE
LOCATION MAP NO SCALE
ASSESSORS MAP 141 PARCEL 6
ZONING: R-40 (CURRENT)
FRONT: 30'
SIDE: 20'
REAR: 20'
FLOODZONE: C
WELL: SOW 252
ZONE: A
AbJ: 0.9'
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
1.
DATUM IS ASSUMED
DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD
_ _2.
MUNICIPAL WATER V; EXISTING
....... ..}ac aS
A---30-15..
--- ---
3
�r ., �r�lr .....- F_
P,.-. FTCHI TO BE 1/8" PER FOOT.
SEPTIC TANK: X3,30 GPD (_? ) = 660 GALLONS
4•
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10
USE A 1000 _ GALLON SEPTIC TANK (RE -USE EXISTING)
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
LEACHING:
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V,
SIDES: 2(37.25 + 10.83) (.58) (.74) = 41
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
BOTTOM: 37.25 X_10.83 = 298
USED FOR ANY OTHER PURPOSE
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
S.F.(.74)
TOTAL: 459 _ .F. _3_39_ GPD
USE (5) STANDARD
9.
COMPONENTS NOT Tb BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION
INFILTRATORS WITH 4' STONE AT
BY BOAFD OF HEALTH AND PERMISSION OBTAINED
SIDES AND 3' AT ENDS
FROM BOARD OF HEALTH.
10.
LEACH PIT TO BE PUMPED AND REMOVED. ALL CONTAMINATED
LEGEND
SOIL TO BE REMOVED AND REPLACED WITH CLEAN SAND.
100.0 PROPOSED SPOT ELEVATION
TITLE 5 SITE PLANZ
100x0 EXISTING SPOT ELEVATION
0- 100 PROPOSED CONTOUR
OF
3O ELLIS CIRCLE
— 100 — EXISTING CONTOUR
IN
THE TOWN OF:
BOARD OF HEALTH
APPROVED DATE
off WO -361-4541
(ev SOB 362-9880
I
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, mD 02675
YARMOUTH(PORT)
PREPARED FOR: DAVID KUEHN
MA 20 — 0 20 40 60 Feet
SCALE: 1 = 20 DATE: APRIL 11, 2003
-f/`c/O
DATE