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Elev. 30.0
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NOTES
1. EXISTING CESSPOOLS TO BE PUMPED AND 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.) ALL WORK TO COMPLY WITH MASS STATE SANITARY CODE
TITLE V.
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 CEMENTED IN PLACE
BEFORE CALLING FOR FINAL INSPECTION.
8.) INSPECTION PORT TO BE WITHIN 3 INCHES OF SURFACE.
AND BE WRAPPED WITH MAGNETIC TAPE.
28.5
UTIL.
4v POLE
Yarmouth Health Department
PP VED���
me Date
CB DH
FND
Benchmark is
top of Bound
Elev. 28.28
H
B.
MOORE
No. 39398
ocus
11
1�
a
LOCATION MAP
Assessors Map 88
Parcel 29
Area — 10,914 s.f.
BEDROOM I BATH I KfTCHEN
BEDROOM I BEDROOM
FLOORPLAN
N.T.S.
LMNG
ROOM
ZN 4F
moa DANIEL tiG
P.
o CROTEAU
CIVIL
a No.46e53
�10
SO/NAI
u v '
496 FOREST ROAD SOUTH YARMOUTH, MA 02664
774-268-2035
SITE PLAN & SEWAGE DISPOSAL SYSTEM IN YARMOUTH
FOR
FL ORENCE NI CKERSON
30 SPARROW WAY SOUTH YARMOUTH, MA
PROJECT: 7 6- 005 SCA L E: 7 "= 20' DA T E: 7 0 20 7 6
l
-1� 11' -� � 2' -1
T.O.F.
ELEV. 31.6 ACCESS MANHOLES TO WITHIN
INSPECTION Filter Fabric
fNSPECTION PORT
— over all chambers
E L EV. 27.2 6" OF FINISHED GRADE
1 /8' to 112'
washed
stone
ELEV. 27.0 Set level first 2'
ELEV. 26.30
3/4't
ELEV. 26.14
washed
st one
10-10"
GAS
14" BAFFLE ...........
G
C
ELEV. 24.14
............
ELEV. 29.0....................................................................................................................................................................................................:
........6......." c...r..ushed.......:stone
U's"
under Septic Tank and r=
32'
7.77'
D -Box
I ELEV. 16.36
ELEV. 26.5 ELEV. 26.3
USE 2 — 32'Long x 3' Wide x 2' Deep Trenches
Btm. T.H.
1500 GAL. D -BOX
LEACHING FACILITY
SEPTIC TANK
SYSTEM PROFILE
Not to scale
SYSTEM DESIGN
Design Flow: 3 bedrooms @ 110 gal/day = 330 gal.
Septic Tank: 330 gal. x 200% = 660 gal.
Use a 1,500 Gallon Septic Tank
Leaching Facility: Use 2 - 32' x 3' x 2' deep Trenches
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.
1/8' to 1/2'
W
shed
stone
.................................................. :
3/4't o 11/8
washed
stone
3.0'
SECTION
TEST HOLE
o„ EL. 28.7
A LOAMY SAND
7" 10 YR 3/2
B LOAMY MED. SAND
28" 10 YR 5/6
COARSE
MEDIUM SAND
C LOOSE
148" 10 YR 6/6
NO WATER @ EL. 16.4
DATE: 10/6/16
PERFORMED BY: DAN CROTEAU, SE 481
WITNESS: PHILIP RENAUD, H.A.
DESIGN RATE: <2 min. /in.
PERC. TEST # 1
LESS THAN 6 INCHES OF WATER REMAINING
AFTER 8 MINUTES AND 0 SECONDS AT A
DEPTH OF 42 INCHES.
/j
GORE SURVEYING
496 FOREST ROAD SOUTH YARMOUTH, MA 02664
774-268-2035
SHEET 2 OF 2 C 1-11-UJLUI: 10—UU0 JC,1HLL:1 = LV (LJHI L:IVILVI /0�