HomeMy WebLinkAbout141.6 - Title 5 Site Plan (Copy 2)TOP FNDN. = 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
II EL. 21.68' RUN PIPE LEVEL
c -- FOR FIRST 2'
EXISTING
EXISTING 1000
GALLON SEPTICT�\210.2'f•
TANK (H—_10 )ur t '19.70' 1 r
19.87' -- o
6" CRUSHED STONE OR MECHANICAL Mas
COMPACTION. (15.221 [2])
DEPTH OF FLOW - 4' MIN
TEE SIZES: ( Y. SLOPE) SLOPE)
INLET DEPTH = 10"
OUTLET DEPTH - 14"
FOUNDATION— EXIST. — SEPTIC TANK 10' D' BOX
'THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
0.58'
2% SLOPE REOUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
20.1'
—4' AT SIDES
3' AT ENDS
3/4" TO 1 1/2" DOUBLE WASHED STONE
4
I "'. ,
l
03-008
LEACHING
FACILITY
19.1'
5'
USE ADJUSTED WATER AT EL. 14.1'
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# _
ELEV.
0" 23.0'
FILL
10"
BW
LMS
1OYR 5/4
34" 20.2'
C1
MS
50" 2.5Y 6/6
PERC C2
FS
118" OBS WATER
2.5Y 6/3
144"
SEPTIC DESIGN:
(GARBAGE DISPOSER IS __ NOT ALLOWED
DESIGN FLOW: 3_
BEDROOMS (? Q GPD) = 330 GPD
USE A- 330 GPD
DESIGN FLOW
SEPTIC TANK: 330 GPD (_l__) = 660 GALLONS
USE A 1000_ GALLON SEPTIC TANK (RE—USE EXISTING)
LEACHING:
FOREMND
SIDES: 2(37.25
+ 10.83) (.58) (.74) = 41
SEPTIC
BOTTOM: 37.25
x 10.83 (.74) = 298
TOTAL: 459_ S.F. —339— GPD
USE (5) STANDARD INFILTRATORS WITH 4' STONE AT
SIDES AND 3' AT
ENDS
LEGEND
100.0
PROPOSED SPOT ELEVATION
100x0
EXISTING SPOT ELEVATION
100
PROPOSED CONTOUR
— 100 —
EXISTING CONTOUR
APPROVED
DATE
BOARD OF HEALTH
eM 508-362-4541
fo. 508 382-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYE]RS
939 Main St. yarmouth, ma 02675
MA
3.2'
11_0'
ASSESSORS MAP 141 PARCEL 6
ZONING: R-40 (CURRENT)
FRONT: 30'
SIDE: 20'
REAR: 20'
FLOODZONE: C
WELL: SDW 252
ZONE: A
ADJ: 0.9'
NOTES:
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING_
3. MINI 'U`.1 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 WORK ONLY AND 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. LEACH PIT TO BE PUMPED AND REMOVED. ALL CONTAMINATED
SOIL TO BE REMOVED AND REPLACED WITH CLEAN SAND.
TITLE 5 SITE PLAN
OF 30 ELLIS CIRCLE
IN THE TOWN OF:
YARMOUTH(PORT)
PREPARED FOR: DAVID KUEHN
74-Z, c5 /7190t--
20 0 20 40 60 Feet
SCALE: i = 20 DATE: APRIL 11, 2003
- `/' / /o 3
P.L.S.
DATE
SEP 16
2003
FOREMND
B
By
y
o
LOCUS
u
ELLIS CIRCLE
LOCATION MAP
NO
SCALE
ASSESSORS MAP 141 PARCEL 6
ZONING: R-40 (CURRENT)
FRONT: 30'
SIDE: 20'
REAR: 20'
FLOODZONE: C
WELL: SDW 252
ZONE: A
ADJ: 0.9'
NOTES:
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING_
3. MINI 'U`.1 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 WORK ONLY AND 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. LEACH PIT TO BE PUMPED AND REMOVED. ALL CONTAMINATED
SOIL TO BE REMOVED AND REPLACED WITH CLEAN SAND.
TITLE 5 SITE PLAN
OF 30 ELLIS CIRCLE
IN THE TOWN OF:
YARMOUTH(PORT)
PREPARED FOR: DAVID KUEHN
74-Z, c5 /7190t--
20 0 20 40 60 Feet
SCALE: i = 20 DATE: APRIL 11, 2003
- `/' / /o 3
P.L.S.
DATE