HomeMy WebLinkAboutE & S Control Plan Phase I, II, III0
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APPROVIED BY THE MONTVILLE PLANNING & ZONING COMMISSION
CHAIRMAN / SECRETARY
DATE
EROSION & SEDIMENTATION CONTROL PLAN APPROVED BY
THE MONTVILLE PLANNING & ZONING COMMISSION
CHAIRMAN / SECRETARY
DATE
LEGEND:
PROPERTY LINE
EDGE OF PAVEMENT
SELF STORAGE FACILITY
D
DRAINAGE
W
WATER
S
SEWER
G
GAS
E E E
ELECTRIC
----2�----
CONTOUR
TREE LINE
GUIDERAIL
0 --a
SIGNS
IS]
CATCH BASIN
00
IRON PIN, IRON PIPE
MS, CHD, MON El
MERESTONE, CONNECTICUT HIGHWAY DEPARTMENT
MONUMENT, MONUMENT
-b-
FIRE HYDRANT
O
ELECTRIC MANHOLE
�S
SEWER MANHOLE
®®
GAS GATE, WATER GATE
EXISTING LIGHT
430 CHAPEL I IILL ROAD
C)AI,(13ALIE, CONNECTICUT
WRP-160
R40`'� T
R20
Cl
PROJECT k
SITE
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WRP-16o
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SALEM
LOCATION MAP
SCALE: 1'=1000'
A 212021
JANUARY 14 2019
DECEMBER 2018
GREEN SITE
DESIGN
LLC
317 Main Street Norwich, Connecticut
(860) 892-1380 Fax (860) 886-9165
INDEX TO DRAWINGS
DRAWING DESCRIPTION OF
NO. DRAWINGS
1 EXISTING CONDITIONS PLAN
2 SITE PLAN
3 GRADING APD EROSION CONTROL PLAN -PHASE 1
4 GRADING AND EROSION CONTROL PLAN -PHASE B
5 GRADING AND EROSION CONTROL PLAN -PRASE III
g SITE DETAILS
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Oakdale Fire Co Inc
444 Chapel Hill Rd
Vol. 109 Pg. 471
t t
t �
„ 210 �----,�--- cn
Drill Hole Found, -79705 145 E -.%Located S 51.40'45' W r1 ---''` o,
5.50' From Property Cornert _�,�.� �5• s (A too
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Joseph P Bonner & Brian Joseph
Chapel Hill Rd
Vol. 557 Pg. 193
MAP REFERENCES
1. PLAN OF LANDS OF THE OAKDALE SHOPPING CENTER. DAVID CARLI — OWNER. CHAPEL HILL ROAD MONTVILLE,
CONN. SCALE 1 "=40 FT. OCTOBER 1980. CERTIFIED SUBSTANTIALLY CORRECT TO A-2 ACCURACY. ROBERT L.
BUCHER REG. L.S. — CONN. #4146.
2. SUBDIVISION PLAN ALLISON'S WAY SUBDIVISION PREPARED FOR RTT DEVELOPMENT, INC. CHAPEL HILL ROAD
& FORSYTH ROAD MONTVILLE, CONNECTICUT. BOUNDARY. DATE: 01/10/2003. SCALE: 1"=100' SHEET 4 OF 15
CME/CPK DESIGN GROUP 110 BROADWAY, NORWICH, CT 06360. 860-889-3397 FAX 860-886-7801.
/ \ O Conc. Curl
/ 1 0 .00
45
SURVEY NOTES
IN
1
I
\ I Paved Garage
\ 1 , Parking /
1 i i
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\ LM
6 P*Inv=595.97
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1 I I I
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Building
I I I I I I Co
I I I I I
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r 1 I I I Drive
1 I I t 11 Co
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I Cabinet
Co
Trgnsforme —
1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1
THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS
AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION
OF LAND SURVEYORS, INC.
A. TYPE OF SURVEY: PROPERTY / BOUNDARY & TOPOGRAPHIC SURVEY
B. BOUNDARY DETERMINATION CATEGORY: RESURVEY
C. HORIZONTAL ACCURACY: CLASS A-2
VERTICAL ACCURACY: CLASS V-2
TOPOGRAPHIC ACCURACY: CLASS T-2
D. INTENT: TO DEPICT PROPERTY AND ZONE LINES AND EXISTING CONDITIONS TO
PROVIDE A BASE MAP FOR FUTURE DEVELOPMENT.
2. LATEST DATE OF FIELD WORK: SEPTEMBER 2018.
3. SUBJECT PROPERTY ASSESSOR ID 035-003-000
4. HORIZONTAL ORIENTATION AND VERTICAL DATUM ARE FROM LOCAL GPS OBSERVATIONS.
5. SUBJECT PROPERTY AREA = 218,235 OR 5.01 f ACRES.
N/F
RG Land Developement
430 Chapel Hill Rd
Vol. 602 Pg. 110
N/F
Connecticut Light and Power Co
414 Chapel Will Rd
Vol. 131 Pg. 1181
TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY
CORRECT AS NOTED OR DEPICTED HEREON.
AN J. C
E, L.L.S. #70454
40' 0 40• 80'
11111111 Mind
SCALE: 1"=40'
GREEN SITE
DESIGN
—LLC—�
317 Main Street Norwich, Connecticut
(860) 892-1380 Fax (860) 886-9165
No. Date Revision
RMD Land Development, LLC
Project No.
oF CN %,
�'
116 Parum Road, Colchester, Connecticut
GSD -46
Proj. Engineer
;�`�P•`� .. •� • � • • L • l�
=
Self Storage FacilityDate:
• No. 70454 =
•'•.<ic
--Chapel Hill Road, Oakdale Connecticut
Nov. 2018
Sheet No.
'. ID
BOLMARY / TOPOGRAPHIC SURVEY
41 �q���
R-20 ZONE
OH - OH
GOV zom
N/F
Oakdale Fre Co Inc
444 Chapel Hill Rd
Vol. 109 Pg. 471
INSTALL NEW 6'
CHAIN LINK FENCE
BITUMINOUS CONCRETE
PAVEMENT (SHADED)
I
CONNECT TO
EXISTING FENCE 20
INSTALL SLIDING GATE--'
1 '
24'17 PHASE III - 12 UNITS N
PROPOSED STORAGE BUILDING
t pr
100'
PHASE !II - 14 UNITS
PROPOSED STORAGE BUILDING
HELTCO
#9424
CHAPEL HSL ROAD
HELTC
#9425
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d G7
W20 ZONE
OHS
HELTCO
#9426
I
N/F
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RG Land-Developement
�•
430 Rd
o
%riHill
Vol. Pg. 110
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HELTC
#9425
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OHS
HELTCO
#9426
I
GENERAL NOTES:
PAINTED
AFTER CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE OWNER, IT SHALL BE THE RESPONSABILITY OF THE OWNER
10,000 S.F.
TO MAINTAIN ALL DRAINAGE STRUCTURES. IN ADDITION, THE FOLLOWING INSPECTION AND MAINTENANCE GUIDLINES SHALL
LINES, 3"
BE THE RESPONSIBILITY OF THE OWNER, BEGINNING THE FIRST YEAR PERIOD FOLLOWING CONSTRUCTION COMPLETION
470± FT
AND ACCEPTANCE, AND SHALL BE FOLLOWED EACH YEAR THEREAFTER:
-- — — PRO
FF=603.0
—
1. DRAINAGE AND OTHER PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO EXCEED WEEKKY FOR LITTER AND
""
DEBRIS. SWEEP AT LEAST TWICE A YEAR, WITH THE FIRST OCCURING AS SOON AS POSSIBLE AFTER SNOWMELT
�O
AND THE SECOND NOT LESS THAN 90 DAYS FOLLOWING THE FIRST.
30 FT.
2. CATCH BASINS SUMPS: INSPECT SEMI-ANNUALLY AND CLEANED WHEN THE SUMP IS ONE HALF FULL OF SILT
AND/OR DEBRIS.
M
3. LANDSCAPED AREAS: INSPECT SEMI-ANNUALLY FOR EROSION OR DYING VEGETATION. REPAIR AND STABILIZE ANY
BARE OR ERODED AREAS AND REPLACE VEGETATION AS SOON AS POSSIBLE.
HELTC
#9425
��- -_- ori----'• ,
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W20 ZONE
OHS
HELTCO
#9426
I
T_"\�
I
PAINTED
� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \-\
315' PHASE I - 40 UNITSE
'
10,000 S.F.
� -6"e"
LINES, 3"
11
470± FT
r FFlCE
-- — — PRO
FF=603.0
—
100 FT
""
15 FT
Lq
REAR YARD SETBACK
30 FT.
35 FT.
--
-._
----
a
erWC
INSTALL NEW 6' ' 6o l
_
CHAIN LINK FENCE
e
4
t
-- 0 tiASE III 38 UNITS__
--"
'-_PROPOSEDARe E. BUILDING - `'"" P"Ak
---
r
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I
- - 24'
t= I
t- =3
290' I
PHASE 111 - 48 UNITS
II \ PROPOSED STORAGE BUILDING _ `- 0
18'
TW.a.
Cq
- \
a.
EXISTING FENCE—
0111111111, .
24'
310'
PHASI' 11 - 16 UNITS N — _
PROPOSED STORAGE BUILDING N PHASE I1 - 40 UNITS \ `�
PROPOSED STORAGE BUILDING \
1r
1 a' 24'
1/7T
GOV ZONE
/I 30 SETBACK
0
EXISTING FENCE
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Joseph P Bonner do Brian Joseph
Chapel Hill Rd
Vol. 557 Pg. 193
C-1 ZONE
N/F
Connecticut Light
and Power Co
414 Chapel Hill Rd
Vol. 131 Pg. 1181
WALL PACK
LIGHTING (TYP.)
PAINTED UNIVERSAL
HANDICAP SYMBOL --
4' HEIGHT & CENTERED
INSTALL HANDICAPPED
PARKING SIGN (TYP.)
i
---- 8' ----- 8' 1 o' 5'
VAN SPACE
TYPICAL HANDICAP PARKING SPACE DETAIL
NOT TO SCALE
STATE APPROVED
HANDICAPPED 1 12* I
PARKING SIGN I
TO INCLUDE FINE AMOUNT
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LA NB01"®
TO INCLUDE MINIMUM FINE AMOUNT ULM
PAINTED GALVINIZED
STEEL PIPE BOLLARD
4" DIA. MINIMUM
FlNISH
GRADE —�_
BACKFILL 00
lip {{
.I
CONCRETE , N
BASE (18" SQ)
HANDICAPPED PARKING SIGN D TAIL
WTM
1. SIGNS AND PAVEMENT MARKINGS TO BE REFLECTIVE, ENGINEERS GRADE OR
HIGHER. USING MUTCD STANDARD HEIGHTS, POST/MOUNTING HARDWARE.
2. ALL HANDICAP SIGNAGE, DIMENSIONS, AND SPACE MARKINGS SHALL BE IN
ACCORDANCE WITH CGS 14-253az(h) AND THE 2003 PORTION OF THE STATE
BUILDING CODE.
ZONING COMPLIANCE CHART
ZONING DISTRICT: C-1
ITEM
REQUIRED
PAINTED
LOT AREA
10,000 S.F.
218,235 SF
LINES, 3"
80 FT
470± FT
FRONT YARD SETBACK
WIDE (TYP.)
100 FT
kLq
15 FT
Lq
REAR YARD SETBACK
---- 8' ----- 8' 1 o' 5'
VAN SPACE
TYPICAL HANDICAP PARKING SPACE DETAIL
NOT TO SCALE
STATE APPROVED
HANDICAPPED 1 12* I
PARKING SIGN I
TO INCLUDE FINE AMOUNT
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LA NB01"®
TO INCLUDE MINIMUM FINE AMOUNT ULM
PAINTED GALVINIZED
STEEL PIPE BOLLARD
4" DIA. MINIMUM
FlNISH
GRADE —�_
BACKFILL 00
lip {{
.I
CONCRETE , N
BASE (18" SQ)
HANDICAPPED PARKING SIGN D TAIL
WTM
1. SIGNS AND PAVEMENT MARKINGS TO BE REFLECTIVE, ENGINEERS GRADE OR
HIGHER. USING MUTCD STANDARD HEIGHTS, POST/MOUNTING HARDWARE.
2. ALL HANDICAP SIGNAGE, DIMENSIONS, AND SPACE MARKINGS SHALL BE IN
ACCORDANCE WITH CGS 14-253az(h) AND THE 2003 PORTION OF THE STATE
BUILDING CODE.
ZONING COMPLIANCE CHART
ZONING DISTRICT: C-1
ITEM
REQUIRED
PROPOSED
LOT AREA
10,000 S.F.
218,235 SF
LOT FRONTAGE
80 FT
470± FT
FRONT YARD SETBACK
30 FT
100 FT
SIDE YARD SETBACK
15 FT
17 FT
REAR YARD SETBACK
30 FT.
35 FT.
224 TOTAL STORAGE UNITS
GREEN SITE
DESIGN
2 4/21/21 REVISED BUILDING CONFIGURATION - LLC
1 1/14/19 REVIEW COMMENTS 317 Main Street Norwich, Connecticut
No. DATE REVISION (860) 892-1380 Fax (860) 886-9165
RG Land Development, LLC Project
627 Norwich -Salem Tpke, Oakdale, Connecticut GSD -44
s
�� F C Proj. Engineer
W. ti O T
'W90 40 80 �, Ii�,G�. E.M.B.
SCALE: 1"=40' Self Storage Facility Date:
*
9/2018
10� 430 Chapel Hill Road, Oakdale, Connecticut
►� �� ; Sheet No.
a,
�'o" A' ' SITE PLAN
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LEVEL SPREADER
N/F BOTTOM OF RIPRAP ELEVATION=588.0
Joseph P Bonner do Brian Joseph
Chapel Bill Rd
Vol. 557 Pg. 193
20' 0 20' 40'
%;O= NNOMOMW
SCALE: 1"=20'
2 4/21/21
1 1/14/19
No. DATE
N/F
Connecticut Light
and Power Co
414 Chapel Hill Rd
Vol. 131 Pg. 1181
GREEN SITE
DESIGN
REVISED BUILDING CONFIGURATION —LLC ---
REVIEW COMMENTS 317 Main Street Norwich, Connecticut
REVISION (860) 892-1380 Fax (860) 886-9165
RG Land Development, LLC
627 Norwich -Salem Tpke, Oakdale, Connecticut
lom AA -
Self Storage Facility
430 Chapel Hill Road, Oakdale, Connecticut
PHASE I - GRADING & EROSION CONTROL. PLAN
Project No.
GSD -46
Proj. Engineer
E.M.B.
Date:
9/20181
Sheet No.
J I/11VLJr\1\V I \ I I I\Y\l
NSF S P LAS H PAD
Joseph P Bonner & Brian Joseph
Chapel Hill Rd
Vol. 557 Pg. 193
20' 0 20' 40'
SCALE: 1»-20'g�
G-RE-JEN SITE
DESIGN
-LLC -
317 Main Street Norwich, Connecticut
(860) 892-1380 Fax (860) 886-9165
1 4/21/21 REVISED BUILDING CONFIGURATION
No. DATE REVISION
Cr
&SIO P' -_ `'� `
RG Land Development, LLC
627 Norwich -Salem Tpke, Oakdale, Connecticut
Project No.
GSD-46
Proj. Engineer
E.M.B.
Self Storage FacilityDate:
430 Chapel Hill Road, Oakdale, Connecticut
She etet NoNo..
PHASE 1 — GRAMG & EROSION CONTROL PLAN14
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COMPACTED SUITABLE
NATIVE MATERIAL
PIPE
D=INSIDE
DIAMETER
OF PIPE
COMPACTED SUITABLE
NATIVE MATERIAL - NOT
FREE DRAINING MATERIAL
EXISTING GRADE
OR ROADWAY SECTION
VARIES
TRENCH EXCAVATION
PAY LIMITS
12"
PRESHAPE BEDDING TO
FIT PIPE CONTOUR
6" MINIMUM v 12" MINIMUM
OVER EARTH OVER ROCK
D+2 FT.
TYP. DRAINAGE TRENCH DETAIL
NOT TO SCALE
SCH-40
PVC CONDUIT
TRENCH WIDTH:
18"
DETECTABLE WARNING TAPE
±15*
SAND BEDDING PER
M.08.01.21 OF
CT DOT FORM 816.
1. ALL EXCAVATIONS MUST MEET OSHA STANDARDS.
4. CONTRACTOR TO PROVIDE COMPACTION ON ALL TRENCH BACKFILLS,
EXCAVATIONS AND PAVEMENT BASES TO NOT LESS THAN 95% OF
THE DRY DENSITY FOR THAT MATERIAL.
5. MAINTAIN 2" SEPARATION BETWEEN MULTIPLE CONDUIT TRENCHES
CONDUIT TRENCH DETAIL
NOT TO SCALE
MODIFIED RIPRAP
LEVEL SPREADER TO BE
6" LOWER THAN TOP
OF BASIN BERM
10'
6" MIN.
LEVEL SPREADER
NOT TO SCALE
1" REBAR FOR BAG
REMOVAL FROM INLET
c
CULVERT
DIAMETER
MAXIMUM
TRENCH
WIDTH
12"
3'-0" (MIN.)
15"
3'-3"
18"
3'-6"
24"
4'-0"
MODIFIED RIPRAP
- PERVIOUS FILTER FABRIC
* IN ACCORDANCE WITH
SECTION 2.19.02 OF
D.O.T. FORM 816
2 EACH
DUMP STRAPS
EXPANSION RESTRAINT
(/4- NYLON ROPE
21 FLAT WASHES)
BAG DETAIL
a
.f A. 1
Q id a f.,
`d
d f
a 1.• d, d d• A .d -
• d
INLET SEDIMENT CONTROL DEVICE DETAIL
NOT TO SCALE
0 0 o t" 0 0 0
.. o p.O
0 0 . o (X
0 •o:o 0. 0010 00
PAVING SECTION
NOT TO SCALE
3" BIT. CONCRETE
(CLASS 1) IN TWO LIFTS
4" PROCESSED
GRAVEL
12" GRAVEL
SUBBASE
STEEL BOLLARD: WITH CONCRETE FILL
PAINT BOLLARD: ONE COAT PRIMER
TWO COATS FINISHED ENAMEL
ARCHITECT TO PICK COLOR)
PITCH TO DRAIN
FINISH GRADE
CONCRETE
FOOTING
UNDISTURBED
SUBGRADE
BOLLARD DETAIL
NOT TO SCALE
i
�• �''��,,. res � �' �%'��i
L IND
SILT FENCE
FILTER CLOTH
EMBED FILTER CLOTH
8" MIN. INTO GROUND
FLOW
!6 c
4"
1"X 1"X4'
GRADE STAKE
HAY BALE, 2 STAKES
REQUIRED EACH BALE
UNDISTURBED SOIL
GRADE STAKES - TWO
EACH BALE (TYP.)
HAY -BALE 1 SILT F
EROSION PROTECTION
NOT TO SCALE
CONSTRUCTION NOTES:
1. SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE
WITH STAPLES, 6" ON CENTER.
2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL
OVERLAP BY 6" AND BE FOLDED.
3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE
ADJACENT BALES.
LL CUTOFF:
anYLER - SKT-YR-F-60
W ALLPACK
NOT TO SCALE
LIGHTING STANDARD
1-
3-
SECURE WITH 1/2'
GALV. LAG BOLTS
EROSION CONTROL 8 SEDIMENTATION NARRATIVE
1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES,
THE OWNER AND CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLE
ZONING/WETLANDS OFFICER.
2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
SITE DISTURBANCE AS SHOWN ON SHEET 3, ADDITIONAL EROSION & SEDIMENT CONTROL
MEASURES SHALL BE INSTALLED IF DETERMINED NECESSARY BY THE ZONING/WETLANDS OFFICER.
3. THE CONTRACTOR SHALL CONTACT THE WETLANDS OFFICER FOR INSPECTION OF
THE SEDIMENT AND EROSION CONTROL MEASURES, PRIOR TO SITE DISTURBANCE.
CONSTRUCTION SHALL NOT BEGIN UNTIL SUCH TIME AS THE ZONING/WETLANDS OFFICER
HAS REVIEWED AND APPROVED THE INSTALLATION OF THE SEDIMENTATION AND
EROSION CONTROL MEASURES.
4. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT
LEAST WEEKLY AND AFTER EVERY STORM EVENT AND REPAIR AND MAINTAIN AS
NECESSARY.
5. INSTALLATION OF THE TEMPORARY SEDIMENT TRAP PRIOR TO THE START OF PHASE I CONSTRUCTION,
AND SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EVERY STORM EVENT AND BE CLEANED &
MAINTAINED THROUGH PHASE II & III AS NECESSARY.
6. CLEARING AND GRUBBING OF THE AREA TO BE GRADED.
AND REMOVE ALL PADS OR STRUCTURES STORED ON THE SITE.
7. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND ANY TEMPORARY
STOCKPILE AREAS. ALL STOCKPILE AREAS ARE TO BE OUTSIDE OF THE 75' WELL RADIUS.
8. ROUGH GRADE THE SITE.
9. CONSTRUCT PHASE I BUILDING.
10. INSTALL BITUMINOUS PAVEMENT SURROUNDING THE PHASE I BUILDING..
11. INSTALL LOAM & SEED SURROUNDING AND OVER THE PHASE 2, AND 3 BUILDINGS UNTIL BUILT.
12. FOR ALL PHASES: TOPSOIL SHALL BE RE-APPLIED TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES.
13. FOR ALL PHASES: ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL EROSION AND
SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION
IS RE-ESTABLISHED.
14. FOR ALL PHASES: SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 & JUNE 1 OR AUGUST 15 &
OCTOBER 1.
15. THE FOLLOWING SEEDING MIXTURES SHALL BE PROVIDED ON ALL DISTURBED
AREAS:
KENTUCKY BLUE GRASS 20 LB's/AC
CREEPING RED FESCUE 20 LB's/AC
PERENNIAL RYEGRASS 5 LB's/AC
16. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN THE FIELD SHALL BE SOLVED
ACCORDING TO CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
CONTROL.
FRONT ELEVATION
6"
18"
PRECAST CONC. UNIT
(D.O.T. STANDARD)
PRECAST CONC.
MASONRY UNITS
OR PRECAST RISERS
POURED CONC. OR
PRECAST SUMP
co
� 0
0 0 0
1-3/ 16"
TOP OF FRAME
APPLIES
3-13/16"
TYPE "C- L' CATCH BASIN DETAIL
NOT TO SCALE
NOTES:
WHERE CALLED FOR ON SHEET 4, WATER TIGHT CATCH BASINS: SEAL ALL JOINTS WITH BIDCO C-56
PRE -FORMED BUTYL MASTIC JOINT SEALANT AND COAT THE ENTIRE OUTSIDE OF THE STRUCTURE WITH
BAY OIL COMPANY EBONY WATERPROOF & CONCRETE SEALER.
3-13/16-
16 GA. GALV.
SHEET METAL
POLLUTION PREVENTION PLAN
1. A PORTION OF THIS SITE IS LOCATED IN THE LAKE KONOMOC DRAINAGE
BASE, DUE TO THE SENSITIVE NATURE OF THE AREA, DEP MUST BE NOTIFIED
IMMEDIATELY OF ANY SPILLS OR ACCIDENTAL DISCHARGE. (860) 424-3338.
2. POLLUTION PREVENTION TEAM
THE OWNERS WILL BE RESPONSIBLE FOR CARRYING OUT THE PROVISIONS
OF THIS PLAN.
3. SWEEPING
PARKING LOTS, SIDEWALKS AND OTHER IMPERVIOUS SURFACES SHALL BE
SWEPT CLEAN OF SAND AND LITTER AND ANY OTHER POLLUTANTS AT LEAST
TWICE A YEAR.
A. BETWEEN NOVEMBER 15 AND DECEMBER 15 (AFTER LEAF FALL)
B. DURING APRIL (AFTER SNOW MELT)
4. WASHING
NO WASHING VEHICLES OR EQUIPMENT.
5. MAINTENANCE AND INSPECTION
A. MONTHLY INSPECTION OF STORM WATER STRUCTURES AND OUTFALLS.
B. CLEAN SEDIMENT AND DEBRIS FROM STRUCTURES AND OUTFALLS ONCE
A YEAR DURING APRIL.
6. SPILL OR ACCIDENTAL DISCHARGE
COMPLY WITH STATE AND FEDERAL REGULATIONS TO CONTAIN AND CLEAN UP
ANY SPILL OR DISCHARGE AND DISPOSE OF MATERIALS AT AN APPROVED FACILITY.
CONTACT CONNECTICUT DEP OIL AND CHEMICAL SPILL RESPONSE DIVISION
(860) 424-3338
IN THE EVENT A SPILL OCCURS THE FOLLOWING STEPS SHOULD BE
PERFORMED AS SOON AS POSSIBLE:
A. STOP THE SOURCE OF THE SPILL
B. CONTAIN THE SPILL
C. COVER SPILL WITH ABSORBENT MATERIAL SUCH AS KITTY LITER, SAWDUST
OR OIL ABSORBENT PADS. DO NOT USE STRAW.
D. DISPOSE OF ABSORBER IN ACCORDANCE WITH LOCAL AND STATE
REGULATIONS.
7. DUST CONTROL
DUST CONTROL OF ALL EXPOSED EARTH PRODUCTS WILL BE CONTROLLED BY SPRAYING
THE SURFACE WITH WATER.
8. THE OWNERS SHALL SUBMIT A WRITTEN REPORT TO THE TOWN ANNUALLY FOR THE
INSPECTIONS REQUIRED FOR THE MAINTENANCE AND INSPECTION UNDER NOTE 5.
9. BEST MANAGEMENT PRACTICES FOR FUTURE UPKEEP OF THE SITE WILL INCLUDE
NON -CHEMICAL LAWN CARE &MINIMAL USE OF FERTILIZERS, DE-ICING OR WINTER
OPERATIONS WITHOUT THE USE OF CALCIUM, AND NO EXTERIOR WASHING OF VEHICLES
OR DISCHARGING OF INTERIOR WASH WATER. THE WASH AREA WITHIN THE BUILDING
WILL HAVE A 100% RECYCLED SYSTEM WITH NO DISCHARGE.
GREEN SITE
DESIGN
-LLC -
317 Main Street Norwich, Connecticut
No. Date Revision (860) 892-1380 Fax (860) 886-9165
RG Land Development, LLC Project No.
`����� ► 4 627 Norwich- Salem Tpke, Oakdale, Connecticut GSD -46
��► C Proj. Engineer
0 � .
ANN ,4'�'i SE I E.M.B.
�� Self Storage FacilityDate:
* 430 Chapel Hill Road, Oakdale, Connecticut s> No 018
'. O
EROSM & SEMENT CONTROL DETAILS
IWA
KIM
Alilin
m
�e
IL
TYPE "C- L' CATCH BASIN DETAIL
NOT TO SCALE
NOTES:
WHERE CALLED FOR ON SHEET 4, WATER TIGHT CATCH BASINS: SEAL ALL JOINTS WITH BIDCO C-56
PRE -FORMED BUTYL MASTIC JOINT SEALANT AND COAT THE ENTIRE OUTSIDE OF THE STRUCTURE WITH
BAY OIL COMPANY EBONY WATERPROOF & CONCRETE SEALER.
3-13/16-
16 GA. GALV.
SHEET METAL
POLLUTION PREVENTION PLAN
1. A PORTION OF THIS SITE IS LOCATED IN THE LAKE KONOMOC DRAINAGE
BASE, DUE TO THE SENSITIVE NATURE OF THE AREA, DEP MUST BE NOTIFIED
IMMEDIATELY OF ANY SPILLS OR ACCIDENTAL DISCHARGE. (860) 424-3338.
2. POLLUTION PREVENTION TEAM
THE OWNERS WILL BE RESPONSIBLE FOR CARRYING OUT THE PROVISIONS
OF THIS PLAN.
3. SWEEPING
PARKING LOTS, SIDEWALKS AND OTHER IMPERVIOUS SURFACES SHALL BE
SWEPT CLEAN OF SAND AND LITTER AND ANY OTHER POLLUTANTS AT LEAST
TWICE A YEAR.
A. BETWEEN NOVEMBER 15 AND DECEMBER 15 (AFTER LEAF FALL)
B. DURING APRIL (AFTER SNOW MELT)
4. WASHING
NO WASHING VEHICLES OR EQUIPMENT.
5. MAINTENANCE AND INSPECTION
A. MONTHLY INSPECTION OF STORM WATER STRUCTURES AND OUTFALLS.
B. CLEAN SEDIMENT AND DEBRIS FROM STRUCTURES AND OUTFALLS ONCE
A YEAR DURING APRIL.
6. SPILL OR ACCIDENTAL DISCHARGE
COMPLY WITH STATE AND FEDERAL REGULATIONS TO CONTAIN AND CLEAN UP
ANY SPILL OR DISCHARGE AND DISPOSE OF MATERIALS AT AN APPROVED FACILITY.
CONTACT CONNECTICUT DEP OIL AND CHEMICAL SPILL RESPONSE DIVISION
(860) 424-3338
IN THE EVENT A SPILL OCCURS THE FOLLOWING STEPS SHOULD BE
PERFORMED AS SOON AS POSSIBLE:
A. STOP THE SOURCE OF THE SPILL
B. CONTAIN THE SPILL
C. COVER SPILL WITH ABSORBENT MATERIAL SUCH AS KITTY LITER, SAWDUST
OR OIL ABSORBENT PADS. DO NOT USE STRAW.
D. DISPOSE OF ABSORBER IN ACCORDANCE WITH LOCAL AND STATE
REGULATIONS.
7. DUST CONTROL
DUST CONTROL OF ALL EXPOSED EARTH PRODUCTS WILL BE CONTROLLED BY SPRAYING
THE SURFACE WITH WATER.
8. THE OWNERS SHALL SUBMIT A WRITTEN REPORT TO THE TOWN ANNUALLY FOR THE
INSPECTIONS REQUIRED FOR THE MAINTENANCE AND INSPECTION UNDER NOTE 5.
9. BEST MANAGEMENT PRACTICES FOR FUTURE UPKEEP OF THE SITE WILL INCLUDE
NON -CHEMICAL LAWN CARE &MINIMAL USE OF FERTILIZERS, DE-ICING OR WINTER
OPERATIONS WITHOUT THE USE OF CALCIUM, AND NO EXTERIOR WASHING OF VEHICLES
OR DISCHARGING OF INTERIOR WASH WATER. THE WASH AREA WITHIN THE BUILDING
WILL HAVE A 100% RECYCLED SYSTEM WITH NO DISCHARGE.
GREEN SITE
DESIGN
-LLC -
317 Main Street Norwich, Connecticut
No. Date Revision (860) 892-1380 Fax (860) 886-9165
RG Land Development, LLC Project No.
`����� ► 4 627 Norwich- Salem Tpke, Oakdale, Connecticut GSD -46
��► C Proj. Engineer
0 � .
ANN ,4'�'i SE I E.M.B.
�� Self Storage FacilityDate:
* 430 Chapel Hill Road, Oakdale, Connecticut s> No 018
'. O
EROSM & SEMENT CONTROL DETAILS