HomeMy WebLinkAbout17 Horse Way - Permanent Solution StatementAREA OF STAINING
TANK
(8'x4
FORMEF
WEST
EXTERIOR/PASEMENT DETAIL
SCALE 1 "=4'
SITE
0'
1-1 SOIL REMOVA
9'x G' x G'(D) [5-1 1' bcg=
EAST EXTERIOR
DWELLING WALL
✓E WIND TURBINE VENT TO ROOF
YSTEM RISER WIND TURBINE
PERFORATED PVC
LATERALS (SCH 40)
,HEAD
DOUBLE WASHED
STONE AGGREGATE
NTROLLED DENSITY J
FLOWABLE FILL Jc�s
G ml POLY VAPOR BARRIER
4" SCM 40 PERFORATED
PVC
3/4" TO 1 112" DOUBLE
WASHED SEPTIC STONE
INFILTRATION SYSTEM INFILTRATI\JIN %-J I %-,/ I L
r
Lo
/�u�
15 tbb
NSA � 21
0
REFERENCE
- PLAN TITLED "SUBDIVISION OF LAND IN 50. YARMOUTH, MA", PREPARED BY
SCHOFIELD BROS, DATED AUGUST 1950
- TOWN OF YARMOUTH ASSESSOR'S MAP 51 PARCEL 20
NOTE: THIS SITE PIAN WAS NOT PREPARED FROM ANY INSTRUMENT SURVEY AND
UNDER NO CIRCUMSTANCES I SHOULD THE DISTANCES, BEARING AND/OR OTHER
FEATURES SHOWN BE USED TO ESTABLISH PROPERTY LINES.
LEGEND
1� HB HAND BORING
.0� TB TEST BORING
17 2" TEMPORARY WELL
""`"' MONITORING WELL
4" IRRIGATION WELL
WATER LINE
GAS LINE
BUILDING SEWER LINE
PROFILE SCHEMATIC
NOT TO 5CALE
OVERHEAD SCh EMATIC
NOT TO 5CALE
TI
SCALE I "=20'
G�C�C�C��dC D
NOV 3 0 2015
HEALTH DEPT.