83-1585 - Sewage Disposal System002ELEV DEPTH FROM
SURFACE
. (INCHE5)
501
HORIZON
501 -
TEXTURE .
(LISDA
5011-
COLOR
(MUN5EL)
501L
MOTTUNG
OTHER -
7.5 O.O
A
5am.6NONE
I OG37 PAGE 178
NONE
Loose fine 4gram sand
LEGEND
- - --32
_Lpamy
5ard
1M5/5
NONE
Loose fine ram sand
24X5
1
—W—
IM514
NONE
Loose c me qrwm Band
-U —
UNDERGROUND UTILITY SERVICE
5d am
fM 513
NONE - -
Fine anm sand with silt and clay
ELEV DEPTH FROM
5URFACE
(INCHE5)
501E
HORIZON
5011L,
T961!
(USDA)
SOIL
COLOR ,
(MUN5EU
OIL
OTTUNG
OTHER
- -
7.5 O.O
A
5ton
I OG37 PAGE 178
NONE
Bluestone
LEGEND
- - --32
Sand
IM414
NONE
Loose fine - ram sand
24X5
PP.OP05ED SPOT GRADE
—W—
WATER SERVICE LINE
NONE
Loose coarse rem sand
-U —
UNDERGROUND UTILITY SERVICE
m
I QYR 513
NONE
Fine cra,m sand with 5fttnclay
lc� 14
° WITH ZONING _ `\2 F 318 - Bulk)Iea 94 ""7
1.05
i� Toe
1.c ' zcs
�38,�
//j 2 199 a 7.80
193 3.08 �� %, �M ✓�{y2.k '� tN
A
- -9� r 6.0e
PLAN VIEW a clvn
�^
LEACHING FIELD yt
`. COVER5 38'x 12, A
P EL -9.8 -=Froposed EL -8.8 Minimum L1�� Ij/'' - ✓
CONSERVATION NOTES:
Proposed 4' we vera
8.00 (9' Mmimum - 36' Mmmum)
1.) LIMIT OF WORK SHALL BE A5 5HOWN. A ROW OF DOUBLE 5TAKED HAYBALr5 SHALL
2• LAYER Or -N8• - I/2' 570W BE CON5TRUCTED ALONG THE LIMIT OF WORK UNE PRIOR TO THE COMMENCEMENT OF
OF ANY WORK..
O 7.00r j r 11 S'`� � f%//j,.; 314'- I-It2'5TONe -
7.53 2.) ROOF RUN-OFF FROM ADDITION 5HALL BE CONTROLLED BY GUTTERS, DOWN5POU T5
2' DROP AND DRNWELL5 OR 5TON, TRENCHE5 UNDER DRIP 1.114E5.
4- 3.) CONTRACTOR BUILDER AND OWNER 5HALL REVIEW THF ORDER OF CONDMON5 PRIOR
EI -3.0 TO AND DURING CON5TRUCTION.
5 Longo' Run
D -BOX LEACHING FIELD
Yarmouth,
MA
M�.
t'V
G
`1d7
LACUS
NOT TO SCALE
PIAN BOOK
47 PAGE 113
DEED BOOK
I OG37 PAGE 178
A55E55OR5' MAP 29 PARCEL 128
LEGEND
- - --32
EXI5TING CONTOUR
32 PROPOSED CONTOUR
+ es.s9
EXI5TING SPOT GRADE
24X5
PP.OP05ED SPOT GRADE
—W—
WATER SERVICE LINE
—0 —
OVERHEAD UTILITY 5ERVICE
-U —
UNDERGROUND UTILITY SERVICE
—G—
GA5 5ERVICE LINE
,P
®
TEST HOLE/ BORING LOCATION
5T
5EPl-IC TANK
DB
DISTRIBUTION BOX ` -
5A5
501L ABSORPTION 5Y5TEM
Fes "
RESERVED FOR FUTURE
CC),
UTILITY POLE
93
CATCH DA51N
U
FIRE HYDRANT
0
WELL
0
DRAINAGE MANHOLE
r
CONCRETE BOUND, FOUND
TOP OF BANK
^�--
LIMIT OF WORK
PLAN
SCALE I "=30
TH15 AREA 15 SERVED
BY TOWN WATER.
FLOOD ZONE: Velocity 15
El 13
Leonard J. Gallagher, Jr., et at, Trustees
c% McShane Construction, P.O. Box 429, Oster"Ile. MA 02655
SEWAGE DISPOSAL SYSTEM
13 Sagamore Street, Yarmouth, MA
BENNETT A O'REILLY, Inc.
Engineering, Environmental and Surveying O. Services
1573 Main Street - Route 6A
P.O. Bax 1667
(508)696-6630 Ofnee Brewster, MA 02631 (508)896-4687 Fax
DATE: BY:CHECK: JOB NUM.3`R:
1211-4/02 A5 Noted JER/e JMO BOO 1-3222