HomeMy WebLinkAboutSite PlanOXOBOXO LAKE ......................
.... 375,
f ALONg. SHORE LINE
77
- EXISTING
TREELINE
2X2 5/8 16 GA.
WIRE MESH
1 1 /2"
InI
J, co
A
A
O_ rry
2" 2"�
STANDARD D—BOX
NOT TO SCALE
LIMIT OF WETLANDS \
_CLOSING NE
SU�\
529'492 "j377 R
•.. I+- FILTER I
= IRON ---- \561 �•'' FABRIC FOR LSTABILITY AND PE
PIN S�RVF46 19 -W POST y SELF CLEANING
QIS/ 76 9,
V6 -
/V I apo
LOT J4414-009 _ COMPACTED
PER MAP REFERENCE/ _ \ BACKFILL
.:::.::...
AREA 1.741: ACRES 416
(76,0021 SF) / dF
SILT FENCE
NOT TO SCALE
LOT #44/4-008
PER MAP REFERENCE
I:J/.VO
36.00 05"E IRON PIN
FOUND
------428--
BURIED UTIUfIES
QUALITY CONTROL CERTIFICATION
GROUP REVIEWED DATE
PROJECT MANAGER I (GS 3-12.Dx
SURVEY l'2 --v
ENVIRONMENTAL
CML .
STRUCTURAL
ARCHITECTURAL
FILE J4835
MONUMENT
FOUND
X/ / N/F
KEITH & MARY JANE TOWER
I^"
LIFTING HANDLES
GALLERY
CROSS SECTION
NOT TO SCALE
CAST CONCRETE COVERS-/
PLAN
4x4 12.6/12.6
GA. WIRE MESH
24" F1=11
4"-1 1 - 0 -0 — -
4" OUTLET BAFFLE LINED W/ 1/8" PVC -
60' GAS DEFLECTOR -
CROSS SECTION
1000 GALLON
,2 COMPARTMENT
SEPTIC TANK
NOT TO SCALE
PROVIDE RISERS
TO WITHIN 12" OF
FINISH GRADE AT
INLET AND OUTLET
PROVIDE
4 OUTLET
FILTER
�. POLYLOK
T OUTLET PL -122
EROSION AND SEDIMENT CONTROL PLAN
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
SILT FENCE.
4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE
SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR.
6. THE CONTRACTOR WILLBERESPONSIBLE FORTHE INSTALLATION ION AND MAINTENANCE
0F ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION,
.
7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETf:WE COVER PLANTING SCHEDULE
MULCHES APPLICATION RATE NOTES SEEDING DATES:
PER 1000 S.F. APRIL 1 — JUNE 15
AUGUST 1 — SEPTEMBER 15
STRAW/HAY 7C-90 lbs. FREE FROM WEEDS
AND COARSE MATTER
SEED MIXTURE:
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
12lbs NITROGEN / TON 10% PERENNIAL RYE
TESTHOLE DATA
PER MAP REFERENCE
TH L11A
0"-2" TOPSOIL
2"-16" SUBSOIL
16"-41" GRAVEL
W-87" MEDIUM TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
TH #LllB
0"-6" TOPSOIL
6"-24" LIGHT TAN SUBSOIL
24"-79" FINE TO MEDIUM GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
TH #LllC
0"-3" TOPSOIL
3"-16" LIGHT TAN SUBSOIL
16"-85" COARSE SAND
NO LEDGE, WATER ® 84", NO MOTTLING
TH #LllD
0"-3" TOPSOIL
3"-30" LIGHT TAN SUBSOIL
30"-75" GRAVEL
NO LEDGE, NO WATER, NO MOTTLING
PERCOLATION RATE,'
PER MAP REFERENCE
LESS THAN 1 MINJTE / INCH
MAP REFERENCE
SUBDIVISION PLAN ZONING DISTRICT WRP-160, R-80 AND R-120, PREPARED FOR
PREPARED FOR OXIBY FARM, LLC, FORSYTH ROAD, OLD COLCHESTER ROAD & OXOBOXO
DAM ROAD, MONTVILLE, CONNECTICUT, BY CHANDLER, PALMER & KING, NORWICH,
CONNECTICUT, DATE: 05/01/2000 REVISED TO 9/06/00.
DESIGN DATA
PERCOLATION RATE = <1 MINUTES/INCH
3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA
PROVIDE (14) 4x4x4 GALLEY SECTIONS
EFFECTIVE LEACHING AREA = 515 SF
PROVIDE A 1000 GALLON 2—COMPARTMENT TANK
M.L.S.S. REQUIRED = N/A
M.L.S.S, PROVIDED = 56'
PREPARE AREA OF_PROPOSED SYSTEM AS FOLLOWS
1.) REMOVE AND STOCKPILE TOPSOIL.
2.) EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE.
3.) PLACE GALLERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO PROVIDE THE
DESIRED LENGTH.
4.) RUN PIPE THFU INLET END PLATE (PIPE DOES NOT EXTEND ENTIRE LENGTH OF
SYSTEM) AND BACKFILL WITH 1" BROKEN STONE.
5.) PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM.
6.) REPLACE TOPSOIL, SEED & MULCH.
NOTES
1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS,
2.) BASE FOR LEVELS: SUBDIVISION MAP.
3.) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
4.) LOT AREA = %74f ACRES
5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION.
L EGENn
FF
ELEV
SF
SNET
--430--
0
—430 --
=III =III =III
v
429.0
-*- THIL I IA
FIRST FLOOR
ELEVATION
SQUARE FEET
SOUTHERN NEW ENGLAND TELEPHONE
EXISTING CONTOURS
PROPOSED CONTOURS
STONE WALL
EXISTING TREELINE
LEDGE
BUILDING SETBACK LINE
PROPOSED SILT FENCE
PROPOSED LIMITS OF CLEARING
PROPOSED BURIED UTILITIES
INVERT ELEVATION
TEST HOLE
20 10 0 20
GRAPHIC SCALE IN FEET
N O •�N h
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KNOCKOUT INLET &
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RIBS INSIDE
I
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CAST CONCRETE COVERS-/
PLAN
4x4 12.6/12.6
GA. WIRE MESH
24" F1=11
4"-1 1 - 0 -0 — -
4" OUTLET BAFFLE LINED W/ 1/8" PVC -
60' GAS DEFLECTOR -
CROSS SECTION
1000 GALLON
,2 COMPARTMENT
SEPTIC TANK
NOT TO SCALE
PROVIDE RISERS
TO WITHIN 12" OF
FINISH GRADE AT
INLET AND OUTLET
PROVIDE
4 OUTLET
FILTER
�. POLYLOK
T OUTLET PL -122
EROSION AND SEDIMENT CONTROL PLAN
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
SILT FENCE.
4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE
SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR.
6. THE CONTRACTOR WILLBERESPONSIBLE FORTHE INSTALLATION ION AND MAINTENANCE
0F ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION,
.
7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETf:WE COVER PLANTING SCHEDULE
MULCHES APPLICATION RATE NOTES SEEDING DATES:
PER 1000 S.F. APRIL 1 — JUNE 15
AUGUST 1 — SEPTEMBER 15
STRAW/HAY 7C-90 lbs. FREE FROM WEEDS
AND COARSE MATTER
SEED MIXTURE:
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
12lbs NITROGEN / TON 10% PERENNIAL RYE
TESTHOLE DATA
PER MAP REFERENCE
TH L11A
0"-2" TOPSOIL
2"-16" SUBSOIL
16"-41" GRAVEL
W-87" MEDIUM TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
TH #LllB
0"-6" TOPSOIL
6"-24" LIGHT TAN SUBSOIL
24"-79" FINE TO MEDIUM GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
TH #LllC
0"-3" TOPSOIL
3"-16" LIGHT TAN SUBSOIL
16"-85" COARSE SAND
NO LEDGE, WATER ® 84", NO MOTTLING
TH #LllD
0"-3" TOPSOIL
3"-30" LIGHT TAN SUBSOIL
30"-75" GRAVEL
NO LEDGE, NO WATER, NO MOTTLING
PERCOLATION RATE,'
PER MAP REFERENCE
LESS THAN 1 MINJTE / INCH
MAP REFERENCE
SUBDIVISION PLAN ZONING DISTRICT WRP-160, R-80 AND R-120, PREPARED FOR
PREPARED FOR OXIBY FARM, LLC, FORSYTH ROAD, OLD COLCHESTER ROAD & OXOBOXO
DAM ROAD, MONTVILLE, CONNECTICUT, BY CHANDLER, PALMER & KING, NORWICH,
CONNECTICUT, DATE: 05/01/2000 REVISED TO 9/06/00.
DESIGN DATA
PERCOLATION RATE = <1 MINUTES/INCH
3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA
PROVIDE (14) 4x4x4 GALLEY SECTIONS
EFFECTIVE LEACHING AREA = 515 SF
PROVIDE A 1000 GALLON 2—COMPARTMENT TANK
M.L.S.S. REQUIRED = N/A
M.L.S.S, PROVIDED = 56'
PREPARE AREA OF_PROPOSED SYSTEM AS FOLLOWS
1.) REMOVE AND STOCKPILE TOPSOIL.
2.) EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE.
3.) PLACE GALLERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO PROVIDE THE
DESIRED LENGTH.
4.) RUN PIPE THFU INLET END PLATE (PIPE DOES NOT EXTEND ENTIRE LENGTH OF
SYSTEM) AND BACKFILL WITH 1" BROKEN STONE.
5.) PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM.
6.) REPLACE TOPSOIL, SEED & MULCH.
NOTES
1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS,
2.) BASE FOR LEVELS: SUBDIVISION MAP.
3.) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
4.) LOT AREA = %74f ACRES
5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION.
L EGENn
FF
ELEV
SF
SNET
--430--
0
—430 --
=III =III =III
v
429.0
-*- THIL I IA
FIRST FLOOR
ELEVATION
SQUARE FEET
SOUTHERN NEW ENGLAND TELEPHONE
EXISTING CONTOURS
PROPOSED CONTOURS
STONE WALL
EXISTING TREELINE
LEDGE
BUILDING SETBACK LINE
PROPOSED SILT FENCE
PROPOSED LIMITS OF CLEARING
PROPOSED BURIED UTILITIES
INVERT ELEVATION
TEST HOLE
20 10 0 20
GRAPHIC SCALE IN FEET
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SHEET
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