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1. PURPOSE
ALL CONSTRUCTION ACTIVITIES INVOLVING THE REMOVAL OR DISTURBANCE OF SOILS ARE
TO BE PROVIDED WITH APPROPRIATE PROTECTIVE MEASURES TO MINIMIZE EROSION AND
CONTAIN SEDIMENT DISPOSITION WITHIN THE AREA UNDER DEVELOPMENT. THE MINIMUM
STANDARD FOR INDIVIDUAL MEASURES SHALL BE THOSE OUTLINED IN THE'CONNECTICUT
GUIDELINES FOR SOIL €ROSION AND SEDIMENT CONTROL 2002 EDITION AS AMENDED TO
DATE. THOSE METHODS DEEMED MOST EFFECTIVE FOR THIS PROJECT ARE DESCRIBED
HEREIN.
2. INSTALLATION REQUIREMENTS
A. OTHER THAN CONSTRUCTION SPECIFICALLY SHOWN ON THESE APPROVED PLANS, NO
ACTIVITIES SHALL BE CONDUCTED WITHIN DESIGNATED WETLAND AREAS, WATERCOURSES,
FLOOD PLAINS OR WITHIN CHANNEL ENCROACHMENT LINES WITHOUT THE PRIOR APPROVAL
OF THE TOWN PLANNING AND ZONING COMMISSION AND INLAND WETLANDS COMMISSION.
B. WHERE FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED.
C. ONLY THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME
DURING CONSTRUCTION.
D. PRIOR TO THE START OF CONSTRUCTION, TEMPORARY BALED HAY EROSION CHECKS,
SEDIMENTATION FENCES AND OTHER APPROVED SEDIMENT CONTROL MEASURES SHALL
BE IN PLACE WHERE SHOWN ON THESE PLANS AND AT OTHER LOCATIONS WHERE
DEEMED NECESSARY.
E. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE PERIOD OF EXPOSURE SHALL BE
KEPT TO A MINIMUM, INSTALLING PERMANENT AND FINAL VEGETATION, STRUCTURES,
ETC. AT THE EARLIEST POSSIBLE OPPORTUNITY.
F. CONSTRUCTION EQUIPMENT SHALL NOT UNNECESSARILY CROSS LIVE STREAMS EXCEPT
BY MEANS OF BRIDGES, CULVERTS OR OTHER APPROVED MEANS.
G. ALL TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL REMAIN IN PLACE AND BE
MAINTAINED REGULARLY TN PROPER FUNCTIONING CONDITION, UNTIL ALL AREAS EXPOSED
DURING SITE CONSTRUCTION HAVE BEEN SUITABLY STABILIZED WITH PAVEMENT,
PERMANENT STRUCTURES AND/OR FINAL VEGETATIVE COVER.
H. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATER FROM DAMAGING
THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACES OF FILLS.
I. FILL SHALL BE PLACED AND COMPACTED SO AS TO MINIMIZE SLIDING OR EROSION OF
THE SOIL.
ANGLE FIRST STAKE INTO
ADJACENT BALE AND SECURE
WITH SECOND STAKE
HAY BALES TIGHTLY
STACKED OR OFFSET
CORNERS AS SHOWN
WOOD STAKES OR METAL
REBAR
HAY E
STEP 1
SET POSTS AND EXCAVATE A 6"x6" TRENCH.
SET POSTS DOWNSLOPE.
FILTER F
STEP 2
STAPLE THE WIRE MESH FENCING TO END
POSTS.
COMPACTED
BACKFILL
STEP 3 STEP 4
ATTACH FILTER FABRIC TO THE WIRE FENCING BACKFILL THE TRENCH AND COMPACT THE
AND EXTEND IT TO THE TRENCH. EXCAVATED SOIL.
SILT FENCE DETAIL
NOT TO SCALE
1 CVVV LVIYC. LVIrC /% I -L -I% 11N-1 1 -UW V7V11WJJ/ V EROSION CONTROL PLAN
EFFECTIVE DATE: JULY , 2011
PREPARED FOR
ERIC LOMBARDI
GRAPHIC SCALE 240 & 252 BUTLERTOWN ROAD
40 0 20 40 so 160
OAKDALE, CONNECTICUT
( IN FEET ) SCALE: 1" = 40' SHEET 2 OF 2
1 inch = 40 ft DATE: MAY 4, 2017 JOB NO. 15-064
SOIL EROSION AND SEDIMENT CONTROLSALL
SOIL EROSION AND SEDIMENT CONTROL PLAN NARRATIVE
ADJACENT PROPERTIES AND RECEIVING WATERCOURSES AND / OR WETLAND AREAS SHALL BE ADEQUATELY PROTECTED FROM SOIL
THE SITE CONTRACTOR MUST FOLLOW ALL GUIDELINES SET FORTH IN THE MANUAL ENTITLED "2002 CONNECTICUT GUIDELINES FOR
EROSION AND SEDIMENTATION BOTH DURING AND AFTER CONSTRUCTION.
SOIL EROSION AND SEDIMENT CONTROL" PUBLISHED BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN
COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION. THIS MANUAL IS ALSO KNOWN AS DEP
ALL CONSTRUCTION SITE RUNOFF SHALL BE ROUTED INTERNALLY TO STORMWATER MANAGMENT AREA. SEDIMENT SHALL BE
BULLETIN 34. IN ADDITION THTE SITE CONTRACTOR MUST FOLLOW TOWN OF MONTVILLE ZONING AND SUBDMSION REGULATIONS,
MONITORED, MAINTAINED AND REMOVED AFTER EACH STORM EVENT IN EXCESS OF 1" OF RAINFALL OR WHEN THE CAPACITY EXCEEDS
50% OF THE STORAGE VOLUME. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER ALL RAINFALL EVENTS.
TOWN EMERGRNCY STANDARDS AND SPECIFICATIONS, CTDOT FORM 816 WHERE APPLICABLE.
E & S CONTROLS SHALL BE REPAIRED OR REPLACED AS NECESSARY WITHIN 24 HOURS THROUGHOUT THE CONSTRUCTION DURATION.
PROJECT DESCRIPTION
ADDITIONAL EROSION AND SEDIMENT CONTROLS MAY BE REQUIRED BY THE TOWN AND SHALL BE INSTALLED AND MAINTAINED BY THE
THE APPLICANT PROPOSES TO USE THE SITE AS OUTDOOR STORAGE AREA AND PROPOSED FUTURE 50' x 100' BUILDING WITH A 5' WALK
CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND
AND PARKING.
SEDIMENT CONTROLS BEFORE, DURING AND AFTER CONSTRUCTION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE PROPER
ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITIES. E & S CONTROLS SHALL BE
REMOVAL AND DISPOSAL OF ALL EROSION AND SEDIMENT CONTROLS ONCE THE SITE IS COMPLETELY STABILIZED.
ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER ALL RAINFALL EVENTS. E & S CONTROLS SHALL BE
MAINTAINED AND REPAIRED OR REPLACED AS NEEDED THROUGHOUT THE CONSTRUCTION DURATION. ALL E & S CONTROLS SHALL BE
REPAIRED OR REPLACED AS NECESSARY WITHIN 24 HOURS THROUGHOUT THE CONSTRUCTION DURATION.
REMOVED AND PROPERLY DISPOSED OF AS SOON AS THE SITE IS COMPLETELY STABILIZED.
ALL ACCUMULATED SEDIMENTS AT ALL EROSION AND SEDIMENT CONTROLS SHALL BE PERIODICALLY REMOVED AND SPREAD IN AREAS
CONSTRUCTION SEQUENCE
THAT ARE NOT SUBJECT TO EROSION.
1. SCHEDULE PRE -CONSTRUCTION MEETING WITH OWNER, CONTRACTOR, ENGINEER AND APPLICABLE TOWN STAFF.
THE PERMITTEE SHALL EMPLOY BEST MANAGEMENT PRACTICES, CONSISTENT WITH THE TERMS AND CONDITIONS OF THE INLAND
2. LAND SURVEYOR SHALL MARK OUT CLEARING LIMITS AND 50' WETLANDS BUFFER.
WETLANDS PERMIT, TO CONTROL STORMWATER DISCHARGES AND TO PREVENT EROSION AND SEDIMENTATION AND TO OTHERWISE
PREVENT POLLUTION OF WETLANDS OR WATERCOURSES. THE PERMITTEE SHALL IMMEDIATELY INFORM THE TOWN WETLANDS OFFICER
3. INSTALL EROSION AND SEDIMENT CONTROL MEASURES.
OF ANY PROBLEMS INVOLVING WETLANDS OR WATERCOURSES THAT HAVE DEVELOPED IN THE COURSE OF, OR THAT ARE CAUSED BY,
THE AUTHORIZED WORK.
4. CLEAR AND GRUB WITHIN CLEARING LIMITS.
THE RESPONSIBLE CONTACT PERSON FOR THE INSTALLATION AND MAINTENANCE OR EROSION AND SEDIMENTATION CONTROLS ON
THIS PROJECT WILL BE THE SITE CONTRACTOR. THE CONTACT INFORMATION FOR THE CONTRACTOR WILL BE MADE AVAILABLE TO THE
5. STOCKPILE TOPSOIL FOR RF -USE.
TOWN AS SOON AS IT IS AVAILABLE.
6. ROUGH GRADE SITE TO SUB GRADE.
V13GETATIVE TURF ESTABLISHMENT PROCEDURE
SCARIFY ALL AREAS TO BE TOPSOILED AND SEEDED. APPLY A MINIMUM OF 4 INCHES OF TOPSOIL ON ALL AREAS TO BE SEEDED. APPLY
7. CONSTRUCT STORMWATER BASIN.
GRASS SEED, LIME, FERTILIZER AND MULCH ACCORDING TO THE FOLLOWING SCHEDULE:
8. CONSTRUCT SWALE ALONG NORTHERN BOUNDARY.
PERMANENT SEED MIXTURE:
CREEPING RED FESCUE 2.4 LBS. PER 1,000 SQ. FT.
9. FINISH GRADE ALONG SOUTHERN BOUNDARY.
REDTOP 0.2
TALL FESCUE 2.4
10. LOAM, SEED & MULCH AREAS AS DESCRIBED IN 7, 8 & 9 OF SEQUENCE.
TOTAL 5.0
11. TRUCK IN GRAVEL FOR STORAGE AREA. GRADE AND COMPACT FROM BASIN (WEST TO EAST) TO BUTLERTOWN ROAD.
FEIMI IZER:
10-10-10 APPLY AT 7.5 LBS. PER 1,000 SQ. FT.
12. INSTALL CHAINLINK FENCE_
LIMESTONE:
APPLY AT 150 LBS. PER 1,000 SQ. FT.
13. PAVE DRIVEWAY APRONS.
MIA.CHING:
SPREAD HAY OR STRAW OVER ALL AREAS AFTER SEEDING. USE 11/2 TO 2 BALES PER 1,000 SQ. FT.
LAND DISTURBANCE
TAROT FOR 100% COVERAGE. ANCHOR BY USING NETTING OR TRACKING AS NECESSARY.
1. ALL EXISTING VEGETATION OUTSIDE OF THE CLEARING LIMITS SHALL BE PROTECTED. EXISTING VEGETATION SHALL BE REMOVED
ONLY IN AREAS NECESSARY FOR SITE CONSTRUCTION ACTIVITIES. ANY ADDITIONAL CLEARING OUTSIDE OF THE PROPOSED
SEEDING DATES:
SEEDING DATES IN CONNECTICUT ARE NORMALLY APRIL 1 THROUGH JUNE 15 AND AUGUST 15 THROUGH OCTOBER 1.
CLEARING LIMITS SHALL BE APPROVED BY TOWN STAFF PRIOR TO CLEARING, AS APPLICABLE.
SEED GERMINATION NORMALLY CANNOT BE EXPECTED FROM NOVEMBER THROUGH FEBRUARY. IF ADEQUATE SEED
2. ALL AREAS SHALL REMAIN UNDISTURBED UNTIL IMMEDIATELY PRIOR TO SITE DEVELOPMENT.
GERMINATION IS NOT POSSIBLE DUE TO TIME OF YEAR CONSTRAINTS, MULCHING SHALL BE ADEQUATELY PROVIDED
3. ALL CONSTRUCTION EQUIPMENT, MATERIALS AND STOCKPILES SHALL NOT BE PLACED OUTSIDE OF THE DISTURBED AREAS.
TO PROTECT THE SEED FROM WIND AND SURFACE EROSION UNTIL THE WEATHER IMPROVES AND THE SEEDING
4. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANING OF ANY NEARBY STREETS, AS ORDERED BY THE TOWN
BECOMES WELL ESTABLISHED.
OR STATE, OF ANY SOIL OR DEBRIS FROM THE SITE CONSTRUCTION ACTIVITIES.
5. ALL TREES, BRUSH, STUMPS, WOOD CHIPS OR OTHER ORGANIC MATTER SHAM BE DISPOSED OF PROPERLY OFF-SITE. WOOD
EXISTING
CHIPS MAY BE USED AS A SILTATION BARRIER DURING CONSTRUCTION AND SPREAD AFTER SITE IS STABILIZED. NO ORGANIC
\ REBAR
MATTER INCLUDING TREES, BRUSH AND STUMPS SHALL BE BURIED ON-SITE.
IN ROOT
� SF
STRIPPING AND STOCKPILING
4
ALL STOCKPILES THAT CONSIST OF ERODIBLE MATERIALS SHALL BE LOCATED WITHIN AREAS AS SHOWN ON THE SITE PLAN AND
WF 1
SURROUNDED BY A SILTATION BARRIER. ANY STOCKPILE THAT WILL REMAIN UNDISTURBED FOR A PERIOD LONGER THAN 30 DAYS
SHALL BE SEEDED WITH A TEMPORARY GRASS SEED MIXTURE TO PREVENT EXCESSIVE EROSION AND SEDIMENTATION.
�
TRENCH EXCAVATION AND BACKFILL
WF -2
THE CONTRACTOR SHALL PROPERLY MAINTAIN ALL BACKFILLED EXCAVATIONS. ANY DEPRESSIONS DUE TO SETTLING IN THESE AREAS
s�
SHALL BE FILLED AND RESEEDED AS NECESSARY.
WF -3
THE WIDTH OF ALL EXCAVATED TRENCHES SHALL BE KEPT AS NARROW AS PRACTICABLE TO ACCOMMODATE THE WORK. ALL MATERIALS
EXCAVATED FROM TRENCHES SHALL BE STOCKPILED AND USED AS TRENCH BACKFILL MATERIAL UNLESS IT IS DETERMINED TO BE
UNSUITABLE BY THE ENGINEER. EXCESS MATERIALS SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR.
\
EROSION CONTROL
s
WE-_,, P_ �
1. PURPOSE
ALL CONSTRUCTION ACTIVITIES INVOLVING THE REMOVAL OR DISTURBANCE OF SOILS ARE
TO BE PROVIDED WITH APPROPRIATE PROTECTIVE MEASURES TO MINIMIZE EROSION AND
CONTAIN SEDIMENT DISPOSITION WITHIN THE AREA UNDER DEVELOPMENT. THE MINIMUM
STANDARD FOR INDIVIDUAL MEASURES SHALL BE THOSE OUTLINED IN THE'CONNECTICUT
GUIDELINES FOR SOIL €ROSION AND SEDIMENT CONTROL 2002 EDITION AS AMENDED TO
DATE. THOSE METHODS DEEMED MOST EFFECTIVE FOR THIS PROJECT ARE DESCRIBED
HEREIN.
2. INSTALLATION REQUIREMENTS
A. OTHER THAN CONSTRUCTION SPECIFICALLY SHOWN ON THESE APPROVED PLANS, NO
ACTIVITIES SHALL BE CONDUCTED WITHIN DESIGNATED WETLAND AREAS, WATERCOURSES,
FLOOD PLAINS OR WITHIN CHANNEL ENCROACHMENT LINES WITHOUT THE PRIOR APPROVAL
OF THE TOWN PLANNING AND ZONING COMMISSION AND INLAND WETLANDS COMMISSION.
B. WHERE FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED.
C. ONLY THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME
DURING CONSTRUCTION.
D. PRIOR TO THE START OF CONSTRUCTION, TEMPORARY BALED HAY EROSION CHECKS,
SEDIMENTATION FENCES AND OTHER APPROVED SEDIMENT CONTROL MEASURES SHALL
BE IN PLACE WHERE SHOWN ON THESE PLANS AND AT OTHER LOCATIONS WHERE
DEEMED NECESSARY.
E. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE PERIOD OF EXPOSURE SHALL BE
KEPT TO A MINIMUM, INSTALLING PERMANENT AND FINAL VEGETATION, STRUCTURES,
ETC. AT THE EARLIEST POSSIBLE OPPORTUNITY.
F. CONSTRUCTION EQUIPMENT SHALL NOT UNNECESSARILY CROSS LIVE STREAMS EXCEPT
BY MEANS OF BRIDGES, CULVERTS OR OTHER APPROVED MEANS.
G. ALL TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL REMAIN IN PLACE AND BE
MAINTAINED REGULARLY TN PROPER FUNCTIONING CONDITION, UNTIL ALL AREAS EXPOSED
DURING SITE CONSTRUCTION HAVE BEEN SUITABLY STABILIZED WITH PAVEMENT,
PERMANENT STRUCTURES AND/OR FINAL VEGETATIVE COVER.
H. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATER FROM DAMAGING
THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACES OF FILLS.
I. FILL SHALL BE PLACED AND COMPACTED SO AS TO MINIMIZE SLIDING OR EROSION OF
THE SOIL.
ANGLE FIRST STAKE INTO
ADJACENT BALE AND SECURE
WITH SECOND STAKE
HAY BALES TIGHTLY
STACKED OR OFFSET
CORNERS AS SHOWN
WOOD STAKES OR METAL
REBAR
HAY E
STEP 1
SET POSTS AND EXCAVATE A 6"x6" TRENCH.
SET POSTS DOWNSLOPE.
FILTER F
STEP 2
STAPLE THE WIRE MESH FENCING TO END
POSTS.
COMPACTED
BACKFILL
STEP 3 STEP 4
ATTACH FILTER FABRIC TO THE WIRE FENCING BACKFILL THE TRENCH AND COMPACT THE
AND EXTEND IT TO THE TRENCH. EXCAVATED SOIL.
SILT FENCE DETAIL
NOT TO SCALE
1 CVVV LVIYC. LVIrC /% I -L -I% 11N-1 1 -UW V7V11WJJ/ V EROSION CONTROL PLAN
EFFECTIVE DATE: JULY , 2011
PREPARED FOR
ERIC LOMBARDI
GRAPHIC SCALE 240 & 252 BUTLERTOWN ROAD
40 0 20 40 so 160
OAKDALE, CONNECTICUT
( IN FEET ) SCALE: 1" = 40' SHEET 2 OF 2
1 inch = 40 ft DATE: MAY 4, 2017 JOB NO. 15-064
PROPOSED TURF REINFORCEMENT
GRAVEL STORAGE MAT (12'x LENGTH) DOWNSTREAM
AREA OF LEVEL SPREADER
2.0' ---
SECTiM
REQJLpnpN
LI REQUIREMENTS
EXISTING
PROPOSED
13.4
MDmMUM LOT SIZE
% l'-LLLLtLLLLL
334,142 SF
334,142 SF
13.5
MllGMUM LOT FRONTAGE
200'
400.21'
400.21'
13.6
MVdMUM FRONT YARD
50N
DIRECTION
:. •. •,.._ , ' . ,; • ~ « ,: z :.. •'' •
L_ L_ L_ L_ L_ L_ L_ L_ L_
MDIIMUM SIDE YARD
30'
NA
OF FLOW �,
�: •�••_'» : ; : :. _ : �' ;:•': ; •..:.: •
• f' •. t y ; '
L_ L- L_ L_ L_ L_ L_ L_ L_
SW TO
30' TO COMMERCIAL
OR INDUSTRIAL
. _,� y�
387-p
13.7
MNQMUM BUILDING HEIGHT,
LLLLLLLLI)
NA
14
LLLLLLLL
• t Z•'. !.f ir.
i'•
LLLLLLLL
LLLLLLLL
JLLLLLLLL
g.
:.LLLLLLLLL
t" ,16
PROPOSED WOVEN
GEOTEXTILE UNDER STONE
PLAN VIEW
PROPOSED LEVEL LIP OF
SPREADER - UNIFORM HEIG#
& ZERO GRADE OVER LENGTI
o 0% 33%
4% 2.0' 25.0'
PROPOSED GRADING
OR EXISTING (VARIES)
PROPOSED 1/4"
CRUSHED STONE 12"
THICK x LENGTH
3'
K •
S , + f
PROPOSED WOVEN
GEOTE MLE UNDER STONE
ELEVATION VIEW
LEVEL SPREADER DETAIL
SCALE: I"=I'
POST -CONSTRUCTION REQUIREMENTS NOTE
AFTER CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE OWNER, IT SHALL BE THE
RESPONSIBILITY OF THE OWNER TO MAINTAIN ALL DRAINAGE STRUCTURES. IN ADDITION, THE
FOLLOWING INSPECTION AND MAINTENANCE GUIDELINES SHALL BE THE RESPONSIBILTY OF THE
OWNER, BEGINNING THE FIRST YEAR PERIOD FOLLOWING CONSTRUCTION COMPLETION AND
ACCEPTANCE, AND SHALL BE FOLLOWED EACH YEAR THEREAFTER:
1. DRAINAGE AND OTHER PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO EXCEED
WEEKLY FOR LITTER AND DEBRIS.
00000oz
/
288 BUTLERTOWN ROAD /
DONOVAN & ANNA LEE
N/F
M/B/L: 1 / 5 / B
V301,430
MAILING ADDRESS
288 BUTLERTOWN ROAD /
OAKDALE, CT 06370 /100
/
/
11 SILVER FALLS ROAD /
GLENN L. & SO'
CARMEN SKINNER
N/F �•,/
,M/B/L: 1 / 7
V605/639 /
MAILING ADDRESS
11 SILVER FALLS ROAD
OAKDALE, CT 06370 /
LLK KAINL.ti LU -
0 N/F
00000oz
00000
v
SILVER FALLS ROAD
MICHAEL A. AND &
PATRICIA B. PALMER
N/F
M/B/L: 1/ 7 /A
V621/692
MAILING ADDRESS
45 SILVER FALLS ROAD
OAKDALE, CT 06370
LI LIGHT INDUSTRIAL ZONING REQUIREMENTS TABLE
SECTiM
REQJLpnpN
LI REQUIREMENTS
EXISTING
PROPOSED
13.4
MDmMUM LOT SIZE
80,000 SF
334,142 SF
334,142 SF
13.5
MllGMUM LOT FRONTAGE
200'
400.21'
400.21'
13.6
MVdMUM FRONT YARD
50N
NA
54.6
13.6
MDIIMUM SIDE YARD
30'
NA
74.9 285.1
13.6
MINIMUM REAR YARD
SW TO
30' TO COMMERCIAL
OR INDUSTRIAL
NA
387-p
13.7
MNQMUM BUILDING HEIGHT,
501
NA
40
DATE
/24/2017
1:
GRAPHIC SCALE
20 40 so
( IN FEET )
1 inch = 40 ft
REVISION
160
EFFECTIVE DATE: JULY 18,311
"x 1 JJ 1 A -ilk XX IN
PREPARED FOR
ERIC LOMBARDI
240 & 252 BUTLERTOWN ROAD
OAKDALE, CONNECTICUT
SCALE: 1" = 40' SHEET 1 OF 2
DATE: MAY 49, 2017 JOB NO. 15-064
OH�N q�Mia � N
L D SURVEYOR No. 18859
GERWICK, — MEREEN L.L.C.
17 INDUSTRIAL DRIVE P.O. BOX 539
WATERFORD, CONNECTICUT 06385
TEL. (860)442-2201 FAX. (860)442-2205
0
NO. 21231
'
O ••
GREGG T. FEDUS�''R. sees*`$
CT. LICENSE NO. 21231
TIT
"x 1 JJ 1 A -ilk XX IN
PREPARED FOR
ERIC LOMBARDI
240 & 252 BUTLERTOWN ROAD
OAKDALE, CONNECTICUT
SCALE: 1" = 40' SHEET 1 OF 2
DATE: MAY 49, 2017 JOB NO. 15-064
OH�N q�Mia � N
L D SURVEYOR No. 18859
GERWICK, — MEREEN L.L.C.
17 INDUSTRIAL DRIVE P.O. BOX 539
WATERFORD, CONNECTICUT 06385
TEL. (860)442-2201 FAX. (860)442-2205
0
C. ONLY THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME
DURING CONSTRUCTION.
ANGLE FIRST STAKE IN'
D. PRIOR TO THE START OF CONSTRUCTION, TEMPORARY BALED HAY EROSION CHECKS, ADJACENT BALE AND SECU
SEDIMENTATION FENCES AND OTHER APPROVED SEDIMENT CONTROL MEASURES SHALL WITH SECOND STA
BE IN PLACE WHERE SHOWN ON THESE PLANS AND AT OTHER LOCATIONS WHERE
DEEMED NECESSARY.
HAY BALES TIGHT
E. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE PERIOD OF EXPOSURE SHALL BE STACKED OR OFFS
KEPT TO A MINIMUM, INSTALLING PERMANENT AND FINAL VEGETATION, STRUCTURES, CORNERS AS SHO%
ETC. AT THE EARLIEST POSSIBLE OPPORTUNITY.
F. CONSTRUCTION EQUIPMENT SHALL NOT UNNECESSARILY CROSS LIVE STREAMS EXCEPT WOOD STAKES OR MET
BY MEANS OF BRIDGES, CULVERTS OR OTHER APPROVED MEANS.
REB,
G. ALL TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL REMAIN IN PLACE AND BE
MAINTAINED REGULARLY IN PROPER FUNCTIONING CONDITION, UNTIL ALL AREAS EXPOSED
DURING SITE CONSTRUCTION HAVE BEEN SUITABLY STABILIZED WITH PAVEMENT,
PERMANENT STRUCTURES AND/OR FINAL VEGETATIVE COVER. HAI
H. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATER FROM DAMAGING
THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACES OF FILLS.
I. FILL SHALL BE PLACED AND COMPACTED SO AS TO MINIMIZE SLIDING OR EROSION OF
THE SOIL.
STEP 1
SET POSTS AND EXCAVATE A 6"x6" TRENCH.
SET POSTS DOWNSLOPE.
FILTER F
STEP 2
STAPLE THE WIRE MESH FENCING TO END
POSTS.
COMPACTED
BACKFILL
STEP 3 STEP 4
ATTACH FILTER FABRIC TO THE WIRE FENCING BACKFILL THE TRENCH AND COMPACT THE
AND EXTEND IT TO THE TRENCH. EXCAVATED SOIL.
SILT FENCE DETAIL
NOT TO SCALE
FLOOD ZONE: ZONE X PER FIRM MAP # 09011C0337G
EFFECTIVE DATE: AtY 18, 2011
GRAPHIC SCALE
40 0 20 40 so 164
( IN FEET)
1 inch = 40 ft.
EROSION CONTROL PLAN
PREPARED FOR
ERIC LOMBARDI
240 & 252 BUTLERTOWN ROAD
OAKDALE,CONNECTICUT
SCALE: I" = 40' SHEET 2 OF 2
DATE: MAY 4, 2017 JOB NO. 15-064
501L ERC
SOIL EROSION AND SEDIMENT CONTROL PLAN NARRATIVE
ALL ADJACI
THE SITE CONTRACTOR MUST FOLLOW ALL GUIDELINES SET FORTH IN THE MANUAL ENTITLED "2002 CONNECTICUT GUIDELINES FOR
EROSION A
SOIL EROSION AND SEDIMENT CONTROL" PUBLISHED BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN
COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION. THIS MANUAL IS ALSO KNOWN AS DEP
ALL CONST
BULLETIN 34. IN ADDITION THTE SITE CONTRACTOR MUST FOLLOW TOWN OF MONTVILLE ZONING AND SUBDIVISION REGULATIONS,
MONITORE
TOWN EMERGRNCY STANDARDS AND SPECIFICATIONS, CTDOT FORM 816 WHERE APPLICABLE.
50% OF TF
E&SCON]
PROJECT DESCRIPTION
THE APPLICANT PROPOSES TO USE THE SITE AS OUTDOOR STORAGE AREA AND PROPOSED FUTURE 50'x 100' BUILDING WITH A 5' WALK
ADDITION)
CONTRACT
AND PARKING.
SEDIMENT
ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITIES. E & S CONTROLS SHALL BE
REMOVAL �
MAINTAINED AND REPAIRED OR REPLACED AS NEEDED THROUGHOUT THE CONSTRUCTION DURATION. ALL E & S CONTROLS SHALL BE
ALL EROSIC
REMOVED AND PROPERLY DISPOSED OF AS SOON AS THE SITE IS COMPLETELY STABILIZED.
REPAIRED t
CONSTRUCTION SEQUENCE
ALL ACCUM
THAT ARE I
1. SCHEDULE PRE -CONSTRUCTION MEETING WITH OWNER, CONTRACTOR, ENGINEER AND APPLICABLE TOWN STAFF'.
THE PERMI
2. LAND SURVEYOR SHALL MARK OUT CLEARING LIMITS AND 50' WETLANDS BUFFER.
WETLANDS
PREVENT P
3. INSTALL EROSION AND SEDIMENT CONTROL MEASURES.
OF ANY PRI
THE AUTHC
4. CLEAR AND GRUB WITHIN CLEARING LIMITS.
THE RESP(
5. STOCKPILE TOPSOIL FOR RE -USE.
THIS PROJ
TOWN AS
6. ROUGH GRADE SITE TO SUB GRADE.
VEGETATII
7. CONSTRUCT STORMWATER BASIN.
SCARIFY AI
GRASS SEE
8. CONSTRUCT SWALE ALONG NORTHERN BOUNDARY.
PERMANEN
CREEPIN
9. FINISH GRADE ALONG SOUTHERN BOUNDARY.
REDTOP
TALL FE!
10. LOAM, SEED & MULCH AREAS AS DESCRIBED IN 7, 8 & 9 OF SEQUENCE.
TOTAL
11. TRUCK IN GRAVEL FOR STORAGE AREA. GRADE AND COMPACT FROM BASIN (WEST TO EAST) TO BUTLERTOWN ROAD.
FERTILIZEI
10-10-10
12. INSTALL CHAINLINK FENCE.
LIMESTONI
APPLY A
13. PAVE DRIVEWAY APRONS.
MULCHING
SPREAD
LAND DISTURBANCE
TARGET
1. ALL EXISTING VEGETATION OUTSIDE OF THE CLEARING LIMITS SHALL BE PROTECTED. EXISTING VEGETATION SHALL BE REMOVED
ONLY IN AREAS NECESSARY FOR SITE CONSTRUCTION ACTIVITIES. ANY ADDITIONAL CLEARING OUTSIDE OF THE PROPOSED
SEEDING C
CLEARING LIMITS SHALL BE APPROVED BY TOWN STAFF PRIOR TO CLEARING, AS APPLICABLE.
SEEDING
SEED GE
2. ALL AREAS SHALL REMAIN UNDISTURBED UNTIL IMMEDIATELY PRIOR TO SITE DEVELOPMENT.
GERMINE
3. ALL CONSTRUCTION EQUIPMENT, MATERIALS AND STOCKPILES SHALL NOT BE PLACED OUTSIDE OF THE DISTURBED AREAS.
TO PRO,
4. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANING OF ANY NEARBY STREETS, AS ORDERED BY THE TOWN
BECOME
OR STATE, OF ANY SOIL OR DEBRIS FROM THE SITE CONSTRUCTION ACTIVITIES.
5. ALL TREES, BRUSH, STUMPS, WOOD CHIPS OR OTHER ORGANIC MATTER SHALL BE DISPOSED OF PROPERLY OFF-SITE. WOOD
CHIPS MAY BE USED AS A SILTATION BARRIER DURING CONSTRUCTION AND SPREAD AFTER SITE IS STABILIZED. NO ORGANIC
MATTER INCLUDING TREES, BRUSH AND STUMPS SHALL BE BURIED ON-SITE.
STRIPPING AND STOCKPILING
ALL STOCKPILES THAT COS'FSIST OF ERODIBLE MATERIALS SHALL BE LOCATED WITHIN AREAS AS SHOWN ON THE SITE PLAN AND
SURROUNDED BY A SILTATION BARRIER. ANY STOCKPILE THAT WILL REMAIN UNDISTURBED FOR A PERIOD LONGER THAN 30 DAYS
SHALL BE SEEDED WITH A TEMPORARY GRASS SEED MIXTURE TO PREVENT EXCESSIVE EROSION AND SEDIMENTATION.
TRENCH EXCAVATION AND BACKFILL
THE CONTRACTOR SHALL PROPERLY MAINTAIN ALL BACKFILLED EXCAVATIONS. ANY DEPRESSIONS DUE TO SETTLING IN THESE AREAS
SHALL BE FILLED AND RESEEDED AS NECESSARY.
THE WIDTH OF ALL EXCAVATED TRENCHES SHALL BE KEPT AS NARROW AS PRACTICABLE TO ACCOMMODATE THE WORK. ALL MATERIALS
EXCAVATED FROM TRENCHES SHALL BE STOCKPILED AND USED AS TRENCH BACKFILL MATERIAL UNLESS IT IS DETERMINED TO BE
UNSUITABLE BY THE ENGINEER. EXCESS MATERIALS SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR.
EROSION CONTROL
1. PURPOSE
ALL CONSTRUCTION ACTIVITIES INVOLVING THE REMOVAL OR DISTURBANCE OF SOILS ARE
TO BE PROVIDED WITH APPROPRIATE PROTECTIVE MEASURES TO MINIMIZE EROSION AND
CONTAIN SEDIMENT DISPOSITION WITHIN THE AREA UNDER DEVELOPMENT. THE MINIMUM
STANDARD FOR INDIVIDUAL MEASURES SHALL BE THOSE OUTLINED IN THE 'CONNECTICUT
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL 2002 EDITION AS AMENDED TO
DATE. THOSE METHODS DEEMED MOST EFFECTIVE FOR THIS PROJECT ARE DESCRIBED
HEREIN.
2. INSTALLATION REQUIREMENTS
A. OTHER THAN CONSTRUCTION SPECIFICALLY SHOWN ON THESE APPROVED PLANS, NO
ACTIVITIES SHALL BE CONDUCTED WITHIN DESIGNATED WETLAND AREAS, WATERCOURSES,
FLOOD PLAINS OR WITHIN CHANNEL ENCROACHMENT LINES WITHOUT THE PRIOR APPROVAL
OF THE TOWN PLANNING AND ZONING COMMISSION AND INLAND WETLANDS COMMISSION.
B. WHERE FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED.
C. ONLY THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME
DURING CONSTRUCTION.
ANGLE FIRST STAKE IN'
D. PRIOR TO THE START OF CONSTRUCTION, TEMPORARY BALED HAY EROSION CHECKS, ADJACENT BALE AND SECU
SEDIMENTATION FENCES AND OTHER APPROVED SEDIMENT CONTROL MEASURES SHALL WITH SECOND STA
BE IN PLACE WHERE SHOWN ON THESE PLANS AND AT OTHER LOCATIONS WHERE
DEEMED NECESSARY.
HAY BALES TIGHT
E. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE PERIOD OF EXPOSURE SHALL BE STACKED OR OFFS
KEPT TO A MINIMUM, INSTALLING PERMANENT AND FINAL VEGETATION, STRUCTURES, CORNERS AS SHO%
ETC. AT THE EARLIEST POSSIBLE OPPORTUNITY.
F. CONSTRUCTION EQUIPMENT SHALL NOT UNNECESSARILY CROSS LIVE STREAMS EXCEPT WOOD STAKES OR MET
BY MEANS OF BRIDGES, CULVERTS OR OTHER APPROVED MEANS.
REB,
G. ALL TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL REMAIN IN PLACE AND BE
MAINTAINED REGULARLY IN PROPER FUNCTIONING CONDITION, UNTIL ALL AREAS EXPOSED
DURING SITE CONSTRUCTION HAVE BEEN SUITABLY STABILIZED WITH PAVEMENT,
PERMANENT STRUCTURES AND/OR FINAL VEGETATIVE COVER. HAI
H. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATER FROM DAMAGING
THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACES OF FILLS.
I. FILL SHALL BE PLACED AND COMPACTED SO AS TO MINIMIZE SLIDING OR EROSION OF
THE SOIL.
STEP 1
SET POSTS AND EXCAVATE A 6"x6" TRENCH.
SET POSTS DOWNSLOPE.
FILTER F
STEP 2
STAPLE THE WIRE MESH FENCING TO END
POSTS.
COMPACTED
BACKFILL
STEP 3 STEP 4
ATTACH FILTER FABRIC TO THE WIRE FENCING BACKFILL THE TRENCH AND COMPACT THE
AND EXTEND IT TO THE TRENCH. EXCAVATED SOIL.
SILT FENCE DETAIL
NOT TO SCALE
FLOOD ZONE: ZONE X PER FIRM MAP # 09011C0337G
EFFECTIVE DATE: AtY 18, 2011
GRAPHIC SCALE
40 0 20 40 so 164
( IN FEET)
1 inch = 40 ft.
EROSION CONTROL PLAN
PREPARED FOR
ERIC LOMBARDI
240 & 252 BUTLERTOWN ROAD
OAKDALE,CONNECTICUT
SCALE: I" = 40' SHEET 2 OF 2
DATE: MAY 4, 2017 JOB NO. 15-064