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_ REMOVE
EXITING
CESSPOOLS
15" OAK 30.1
30.5
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-NOTES
1. EXISTING CESSPOOLS TO BE REMOVED.
2.� UNSUITABLE SOILS ARE TO BE REMOVED FOR
5,AROUND LEACHING AREA AND REPLACED
WITH APPROVED TITLE -5 FILL.
3.) DESIGN ENGINEER TO CERTIFY SYSTEM. INSTALLATION
PRIOR TO BACKFILLING.
4.) CONTRACTOR TO CHOOSE BETWEEN CONCRETE OR PLASTIC
SEPTIC TANK DURING BIDDING PROCESS.
5.) DISTRIBUTION BOX IS TO BE WATER TESTED AT
THE TIME OF THE BOARD OF HEALTH INSPECTION.
6.) ALL AREAS DISTURBED BY CONSTRUCTION ARE
TO BE GRADED, LOAM COVERED AND SEEDED.
7.) ACCESS MANHOLES ARE TO BE IN PLACE BEFORE
CALLING FOR FINAL INSPECTION.
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Benchmark is
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Elev. 30.0
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GARAGE
Yarmouth Health Department
APP OV ED
7 -)-
amp. Date
4
0
c
Old T
H-ouusse-
Locus
LOCATION MAP
Assessors Map 67
Parcel 202
Area — 9,000 S.F.
LIVING
OVERHANG ROOM BEDROOM
KITCHEN I DININGROOMIBATH I BEDROOM
FL00 R P LAN 01F &4
N.T.S. DANIEL ti
P. <
CROTEAU
CIVIL
4 N0.46253
STE
sS/ oNAL
SURVEYING
U 'f
496 FOREST ROAD SOUTH YARMOUTH, MA 02664
774-268-2035
SITE PLAN & SEWAGE DISPOSAL SYSTEM IN YARMOUTH
FOR
LINDA SHELDON
23 COGSWELL PATH YARMOUTH, MA
PROJECT: SHELDON I SCA L E: 1 "= 20'1 DA TE: 7 7 6
2' 4'
32.2 ACCESS MANHOLES TO WITHIN
ELEV. 28.2 6" OF FINISHED GRADE 1 washed112�
I b1 stone
ELEV. 28.0 Set level first 2' ELEV. 27.35 washed 11/2
7- T4 z - ELEV. 27.5
� 1 On
GAS
14 Rd Fi
:...
Use 6" crushed stone
under Septic Tank and
D—Box
1500 GAL. D -BOX
SEPTIC TANK
SYSTEM PROFILE
Not to scale
SYSTEM DESIGN
Design Flow: 2 bedrooms@ 110 gal/day = 220 gal.
Septic Tank: 220 gal. x 200% = 440 gal.
Use a 1,500 Gallon Septic Tank
Leaching Facility: Use 2 — 32' x 3' x 2' Wide Trenches
TiELEV. 25.35
...........................................................................................: �—
32' 5.75'
ELEV. 19.6
USE 2 — 32'Long x 3' Wide x 2' Deep Trenches Btm. T.H.
LEACHING FACILITY
SECTION
Bottom: 32 x 3 x 0.74 gal/s f = 71 gal. x 2 = 142 Gal.
Sides: 2(32 + 3) x 2 x 0.74 gal/s f = 103 gal x 2 = 207 Gal.
TOTAL = 349 Gal.
NOTE: Garbage disposal is not permitted with this design.
SHEET 2 OF 2
TEST HOLE #1
0» EL. 30.1
8" 1A LOAMY SAND
110 YR 4/6
B LOAMY MED. SAND
VERY FRIABLE
25" 7.5 YR 4/6
MEDIUM SAND
C LOOSE
126" 2.5 Y 6/4
NO WATER @ EL. 19.6
DATE: 6/29/16
PERFORMED BY: DAN CROTEAU, SE 481
WI TNESS: AMY VON HONE, B.O.H.
DESI GN RATE: <2 ni n. /i n.
PERC. TEST #1
LESS THAN 9 INCHES OF WATER REMAINING
AFTER 8 MINUTES AND 0 SECONDS AT A
DEPTH OF 42 INCHES.