HomeMy WebLinkAboutDOA - 32 New Hampshire Ave - Immediate Response ActionSOUTH
DETAI L
SCALE I "=5'
PASSIVE WIND TURBINE
VENT SYSTEM RISER
PERFORATED PVC
LATERALS (5CH 40)
DOUBLE WASHED
STONE AGGREGATE
)NTKOLLED DENSITY
FLOWA13LE FILL
ml POLY VAPOR
BARRIER
4" SCH 40 PERFORATED
PVC
_ `3/4" TO 1 1/2" DOUBLE
Q r'���w U✓a�-s_i-. ra�s`�t{ WASHED SEPTIC STONE SOUTH
A ccnrraTFc TNr
SEE DETAIL
VENT TO ROOF
WIND TURBINE
BREEZEWAY
— EXTERIOR
DWELLING WALL
REFERENCE
- PLAN TITLED "PLAN OF LAND AT ENGLEWOOD BEACH", PREPARED BY BEAR5E t
KELLOGG, CIVIL ENGINEERS, DATED APRIL 2, 194G
- PLAN TITLED "REPAIR AND UPGRADE OF EXISTING FAILED SYSTEM% PREPARED
BY TADCO ENVIRONMENTAL CONSULTANTS, DATED 2121192
- TOWN OF YARMOUTH ASSESSOR'S MAP I G PARCEL 58
NOTE: THIS 51TE PLAN WAS NOT PREPARED FROM ANY INSTRUMENT SURVEY AND
UNDER NO CIRCUMSTANCES SHOULD THE DISTANCES, BEARING AND/OR OTHER
FEATURES SHOWN BE USED TO ESTABLISH PROPERTY LINES.
i
LEWIS BAY
LEGEN D
.0-713 TEST BORING
A MW MONITORING WELL
LIMIT OF WORK - STAKED HAYBALES
— I ..1. 11
1) SILT BARRIER TO ESTABLISH LIMIT OF
WORK PRIOR TO SOIL REMOVAL.
2) ALL EXCAVATED MATERIALS TO BE
DIRECTLY LOADED TO TRUCKS FOR OFFSITE
TRANSPORT/RECYCLING. NO STOCKPILING
OF IMPACTED SOILS ALLOWED.
TOWN JETTY
SVE/I NFI LTRATION SYSTEM
PROFILE SCHEMATIC
NOT TO SCALE
SVE/INFILTRATION SYSTEM
OVERHEAD SCHEMATIC
NOT TO SCALE
SITE PLAN
O 20 40 GO
mmmmmill
SCALE I "=20'
�I