HomeMy WebLinkAbout33 Pine Street Site PlanACCESS COVER (WATERTIGHT) TO
50 Vj NWII IUM .75' OF COVER OVER PRECAST WITH01 F FIN. GRADE
s
RUN VIAE
48.75'J!FE=�5 � 'II'ST �48.11' 47.86' ) I A 47.3t' TO EXIST. LEACHING
. 47.48FACILITY
32' do 11'
MIN
®( 2 X SLOPE)
DEPTH OF FLOW - 4'
TEE SIZES:
INLET DEPTH
OUTLET DEPTH . 1.4"
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND THE
ELEVATION OF THE LEACHING FACIUTY
INVERTS PRIOR TO ,INSTALLING ANY
PORTION OF SEPTIC SYSTEM. CONTACT
ENGINEER IF INVERT ELEVATION
SCHEDULE FOR PROPOSED COMPONENTS
NOT FEASIBLE
N
6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21) -----�
38' 0 (-I— x uo-:)
(.L -x SLOPE)
/1. 78
I
BENCHMAIll- 'MATER METER PIT Al
ELEVATION 50.6'
4
LbT 4
'O,C-13 SFt
SEXIST. 4 BR+4a�
LEACHING
FACILITY
p r +i ,1 , / 7010
\ +46.05 +4+
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GAL. S70
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i
,i TOWN OF YARMOUTH VARIANCE
/ R£QLjE5;1;—U. .'Or, Cr i t4z;�. —, I
*I,- 00
5-362-4341 0.4• ABOVE THE HIGH POINT IN THE
fox 500-762-6M0 ROAD (1.6' VARIANCE REOUESTEO)
down cape engineering, inc. ;
X51.49
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
AMMv4AA
ARNE H. OJAL ;" PLS DATE
97-296
I
0
11 II
1 2�1
SITN
OF 33 PINE S TREE T
IN THE TOWN OF:
YARMOUTH (PORT)
" SUSAN YOU""
E