HomeMy WebLinkAbout13 Brewster Road - Permanent Solution StatementFIRST FLOOR
BASEMENT
JVABLE FILL OR
APACTED SAND
MC SHEETING _
BARRIER (G mil)
WASHED AGGREGATE
DOUBLE 3/4-1 2' NATIVE
PASSIVE WIND TURBINE
VENT
SYSTEM
OV
5j
RISER
CLEANOUT
(Y FITTING)
o
M
DIAL ADDITIVE INJECTION / VENTING SYSTEM DETAIL
NOT TO SCALE
BREWSTER BOAT
SITE PLAN
0 20 40
SCALE 1 "=20'
W
SEE DETAIL
UNFINISHED \
BASEMENT HB- I
SVP- \
A
TRANSPORT
1 3�
3�
w w
w w w w._ w__ w
� f
TW- I (DESTROYE ) I
HB -2 HB -4
HB -
Ngo
z
c9
—
z
0
tv
Q6
N
o
DETAIL
SCALE 1 "=3'
�3a�91261�A\-O\N
N
REFERENCE II
- PLAN TITLED "SITE PLAN FOR ANNE M. � MARY E. 25'1w5kt/erRd//
DONAHUE LOTS 80 * 82, 13 BREWSTER ROAD,W. YARMOUTH, MA", PREPARED BY RONALD J.CADILLAC, PLS, RS, O.C., DATED 10/2/09
- TOWN OF YARMOUTH ASSESSOR'S MAP 29PARCEL 141
NOTE: THIS SITE PLAN WAS NOT PREPARED FROM 11
ANY INSTRUMENT SURVEY AND UNDER NO
CIRCUMSTANCES SHOULD THE DISTANCES, II sa
BEARING AND/OR OTHER FEATURES SHOWN BE
USED TO ESTABLISH PROPERTY LINES. II
\ KEY MAP _
TREATMENT NOTES
DIG TO WALL. REGENOX IN BOTTOM OF HOLE (B
CONTINGENCY FOR ADDITIONAL INJECTIONS
BASEMENT.
LEGEND
YARMOUTH,
Alden Rd MA
Webster Rd
LOCUS
3
N
Wore Rd �
dgrim Rd
tib HAND BORING
0 MW MONITORING WELL
0 TW TEMPORARY WELL
A PROPOSED MONITORING WELL
0 SVP SOIL VAPOR PROBE
AREA OF PERMANENT SOLUTION STATEMENT
(RTN 4-25263)
�— AREA OF EXCAVATION [OCTOBER 30, 20141
1 2'(L) x 9'(W) x 1 1 .5'(D)
`--AREA OF STAINING
FORMER UST
UST GRAVE
R19@5ZOW D
OEC 0 9 2014
HEALTH DEPT.
RTN# 4-25263
Project:
MARY DONAHUEE
13 BREWSTER ROAD - WEST YARMOUTH, MA 02673
Title:
IMMEDIATE RESPONSE ACTION COMPLETION
PERMANENT SOLUTION STATEMENT
13 BREWSTER ROAD - WEST YARMOUTH, MA 02673
BENNETT ENVIRONMENTAL
EA ASSOCIATES, INC.
DN). j LICENSED SITE PROFESSIONALS, ENVIRONMENTAL SCIENTISTS,
IN GEOLOGISTS, ENGINEERS
1573 MAIN STREET, P.O. BOX 1743, BREWSTER, MA 02631
PHONE: (508) 896-1706 www.bennett-ea.com FAX: (508) 896-5109
DATE SCALE BY CHECK JOB NUMBER
11/21/14 1 As Noted SRF I DCB IBEA14-10696