HomeMy WebLinkAboutSite Plan00,
lot
PROPOSED
DRIVE
IYI.L.J.J, rf\V VICJC.V = I -I V
LKNOCKOUT INLET AND
OUTLET OPENINGS
ED
LIQUID LEVEL
p 4" OUTLET
BAFFLE
4 DEFLOECTOR
U
TUBS TO HAVE LESS THAN 100 GALLON CAPACITY z
O c
QU
IYI.L.J.J, rf\V VICJC.V = I -I V
3 VENT OL0
ED
LIQUID LEVEL
p 4" OUTLET
BAFFLE
4 DEFLOECTOR
U
TUBS TO HAVE LESS THAN 100 GALLON CAPACITY z
O c
QUz Q
PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS
n
a L
5
tWn
1.) REMOVE AND STOCKPILE TOPSOIL :D 0 o 0>
N
2,) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE. 0 V) w v V Q
3.) FILL TRENCHES WITH i" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN
p
TRENCH, AND FILL TO E" OVER TOP . OF PIPE,
4.) CAP ENDS OF PIPES. \
i CAST CONCRETE COVERS 5.) PLACE A 4 WIDE STRIP OF NON -WOVEN FILTER FABRIC, ON TOP OF THE ENTIRE Z
LENGTH OF THE SYSTEIv=), AND BACKFILL WITH NATIVE MATERIAL. OPLAN6. REPLACE TOPSOIL, SEED & -MULCH. V)
l FOOTING';% \ \ \ ) a
1 DRAIN \ \ ® I CAPACITIES A B C
1250 GAL 61" 51" 48"
1500 GAL 69" 59" 56" Q , \ I WJF P ® NOTES
oIEXISTINGP \ ` INFORMATIONiWETLANQS - • • • ` T a I 4 x 4 12.6/1 2.6 6 x 6 6 6 GA. 1.} TOPOGRAPHIC ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. LOT \ o GA. WIRE MESH / E , s WIRE MESH 2.) BASE FOR LEVELS: SUBDIVISION MRP. o
PROVIDE OUTLET FILTERI 3. PROPOSED HOUSE 41D SEPTIC SYSTEM TO BE STAKED IN THE. FIELD BY A LAND z4413-008 I )
POLYLOK PL --122 SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
4.) LOT AREA = 12.14: ACRES
INLET 3 VENT OL0
ED
LIQUID LEVEL
p 4" OUTLET
BAFFLE
4 DEFLOECTOR
U
CONTINUOUS HOT
ASPHALT SEAL
4" SCHED, 40
INLET BAFFLE
5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM TIME CONSTRUCTION. Q
1 , ELEV lATIONM N
o o
ry
p CROSS SECTIOS.F. .QUARE FEET o ,w
CONTROLCERTIFICATION zQUALITY
I o
a
500 — LXISTING CONTOURS z xGROUPREVIEWEDDTE - + ® 1250 GALLON — — Yo
LdPROJECTMANAGER2COARTMENTSEPTICTANK498PROPOSEDcoNTouRsmQ
SURVEY NOT TO SCALEBENCHMARKSPK EUILDING SETBACK LINE 20 10 a 2aENVIRONMENTAL SATE: 10/31/2002
CIVIL fi ELEVATION 487.52 f ` TEST HOLEk1/7
STRUCTURAL
GRAPHLC SCALE IN FEET
498 INVERT ELEVATION SCALE, 1 tot
t j . ARCHITECTURAL
tl IL E I SHEET: 1 OF 1
5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM TIME CONSTRUCTION. QAT .OF
LEGEND Q n
O
tWn
x r N N
FF FIRST FLOOR N
p
1 , ELEV lATIONM N
o o
ry
p CROSS SECTIOS.F. .QUARE FEET o ,w
CONTROLCERTIFICATION zQUALITY
I o
a
500 — LXISTING CONTOURS z xGROUPREVIEWEDDTE - + ® 1250 GALLON — — Yo
LdPROJECTMANAGER2COARTMENTSEPTICTANK498PROPOSEDcoNTouRsmQ
SURVEY NOT TO SCALEBENCHMARKSPK EUILDING SETBACK LINE 20 10 a 2aENVIRONMENTAL SATE: 10/31/2002
CIVIL fi ELEVATION 487.52 f ` TEST HOLEk1/7
STRUCTURAL
GRAPHLC SCALE IN FEET
498 INVERT ELEVATION SCALE, 1 tot
t j . ARCHITECTURAL
tl IL E I SHEET: 1 OF 1