HomeMy WebLinkAboutSite PlanPROPOSED TURF REINFORCEMENT
GRAVEL STORAGE MAT (12'x LENGTH) DOWNSTREAM
AREA OF LEVEL SPREADER
�-�-- — 2.0'
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OF FLJOIU w«... •+ • • _ ..• A'.
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L_ L— L— L_ L L� L_
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PROPOSED WOVEN PROPOSED LEVEL LIP OF
GEOTEXTILE UNDER STONE SPREADER - UNIFORM HEIGH
& ZERO GRADE OVER LENGTF
0%_ 33%
r-"11- 4% T ---j 2.0' 25.0'
PROPOSED GRADING
OR EXISTING (VARIE)
— — 31
.a . ,J•.y.,.y, Bt
_.9 •,� '► .j ata r.� � • t• •
PROPOSED 1/4”
CRUSHED STONE 12" ---'PROPOSED WOVEN
THICK x LENGTH GEOTEXTILE UNDER STONE
ELEVATION VIEW
LEVEL SPREADER DETAIL
SCALE: 1"=1'
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.
01000,
00000,
s �
Y rj - .. z�-., z y.-3
288 Btu r CI jti CD /
DONOVAN C. AINNA LEE
i'Q /F
/0
f /
Ad /
M �BUTLERT= VN'; I2i�z
ELK RANCH LLC
'
1000'e
�`�
4
LI LIGHT INDUSTRIAL ZONING REQUIREMENTS TABLE
SE ON
REGULATION
LI REQUIREMENTS EXISTING
PROPOSED
] 4
MINIMUM LOT SIZE
80,000 SF 3341142 SF
334,142 SF
1
MINIMUM LOT FRONTAGE
200' 400.21'
400.21'
1
MINIMUM FRONT YARD
50' NA
54.6'
16
MINIMUM SIDSi RD
30' NA
74.9, 285.1
MINIMUM REAR , • RD
50'T0 RESIDENTM NA
30' TO COMMERCL
OR INDUSTRIAL
387.0'
J7
1 MAXIMUM Rj!!"G HEIGHT
50NA
>50'
GRAPHIC SCALE
40 0 20 40 So
( IN FEET )
1 inch = 40 ft.
DATE REVISION
5/24/2017 REV 1: Conditions Of Approval
160
M13L: 1/14/'6 tip 1/14/5
DEED: VOLUME 587 PAGE 769
AREA: 334,:142 SF = 7.67 AC
FLOOD ZONE: ZONE X PER FIRM MAP # 0901iC0337G
EFFECTIVE DATE: JULY 18, 20i
Office: (860) 536-7390 Fax: (860) 536-1644
LL
SITE PLAN J U L 3 1 2 0 1
L..�
PREPARED FOR
ERIC LOMBARDI
240 & 252 BUTLERTOWN RQAD
OAKDALE, CONNECTICUT
X
1231 �Ii - - - -
` FNS 9 t �k - i : . 18859
V.
GREGG T. FEDUS P.E. hiN, P� vFREE
CT. LICENSE NO. 21231 -n TLE: LAND S0 bV CT o. 18859
i
� I
GERWIPv — MEREEN L.L.C.
4 `a • 17 INDUSTRIAL DRIVE P.O. BOX 539
w y WATERFORD, CONNECTICUT 06385
" TEL. (860)442-2201 FAX. (860)442-2205
_ C�
SCALE: V = 40'
SHEET 1
OF 2
Nre.,
\
,9W 914. DATE: MAY 4, 2017
JOB NO.
15-064
X
1231 �Ii - - - -
` FNS 9 t �k - i : . 18859
V.
GREGG T. FEDUS P.E. hiN, P� vFREE
CT. LICENSE NO. 21231 -n TLE: LAND S0 bV CT o. 18859
i
� I
GERWIPv — MEREEN L.L.C.
4 `a • 17 INDUSTRIAL DRIVE P.O. BOX 539
w y WATERFORD, CONNECTICUT 06385
" TEL. (860)442-2201 FAX. (860)442-2205
_ C�
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
C;UIDELINES 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.
U. 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 IN 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 CR OFFSET
CORNERS AS SHOWN
WOOD STAKES OR METAL
REBAR
4" MINIUMUM I As require
2°' STONE
FILTER FABRIC
ANTI -TRACKING PAD
NOT TO SCALE
HAY E
STEP 1
SET POSTS AND EXCAVATE A 6"x6" TRENCH.
SET POSTS DOWNSLOPE.
STEP 2
STAPLE THE WIRE MESH FENCING TO END
POSTS.
FILTER FABRIC -j
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: JULY 18, 2011
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
DATE REVISION''`
.�� ¢Ci 6G T�A�
X5/24/2017 REV 1: Conditions Of Approval g v, �`
NO. 21231
'POENISO ,
J0
a
At1381191120%
GREGG T. FEDUS P.E.
CT. LICENSE NO. 21231
Iso
I t6ISftl,t
EROSION CONTROL PLAN I�j 31
PREPARED FOR
By
ERIC LOMBARDI
240 & 252 BUTLERTOWN ROAD
OAKDALE, CONNECTICUT
SCALE: 1" = 40' SHEET 2 OF 2
DATE: MAY 41) 2017 JOB NO. 15-064
Fl `I N 88
Ivy
JOF I ll?gs t1EkEN
TITLE: LAND SURVEYOR CT No. 18859
GER WICK - MEREEN L.L.C.
17 INDUSTRIAL DRIVE P.O. BOX 539
WATERFORD, CONNECTICUT 06385
TEL. (860)442-2201 FAX. (860)442-2205
SOIL EROSIC
SOIL. EROSION AND SEDIMENT CONTROL PLAN NARRATIVE
ALL ADJACENT I
THE SITE CONTRACTOR MUST FOLLOW ALL GUIDELINES SET FORTH IN THE MANUAL ENTITLED "2002 CONNECTICUT GUIDELINES FOR
EROSION AND S
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 CONSTRUC
IN ADDITION THTE SITE CONTRACTOR MUST FOLLOW TOWN OF MONTVILLE ZONING AND SUBDIVISION REGULATIONS,
MONITORED, Mi
BULLETIN 34.
TOWN EMERGRNCY STANDARDS AND SPECIFICATIONS, CTDOT FORM 816 WHERE APPLICABLE.
50% OF THE ST
E & S CONTROL'.
PROJECT DESCRIPTION
ADDITIONAL ER
THE APPLICANT PROPOSES TO USE THE SITE AS OUTDOOR STORAGE AREA AND PROPOSED FUTURE 50'x 100' BUILDING WITH A 5' WALK
CONTRACTOR. -
AND PARKING.
SEDIMENT CON
EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITIES. E & S CONTROLS SHALL BE
REMOVAL AND I
ALL
AND REPAIRED OR REPLACED AS NEEDED THROUGHOUT THE CONSTRUCTION DURATION. ALL E & S CONTROLS SHALL BE
ALL EROSION Al
MAINTAINED
REMOVED AND PROPERLY DISPOSED OF AS SOON AS THE SITE IS COMPLETELY STABILIZED.
REPAIRED OR RI
ALL ACCUMULAI
CONSTRUCTION SEQUENCE
THAT ARE NOT
1. SCHEDULE PRE -CONSTRUCTION MEETING WITH OWNER, CONTRACTOR, ENGINEER AND APPLICABLE 'TOWN STAFF'.
THE PERMITTEE
2. LAND SURVEYOR SHALL MARK OUT CLEARING LIMITS AND 50' WETLANDS BUFFER.
WETLANDS PER
PREVENT POLLL
3. INSTALL EROSION AND SEDIMENT CONTROL MEASURES.
OF ANY PROBLE
THE AUTHORIZI
4. CLEAR AND GRUB WITHIN CLEARING LIMITS.
THE RESPONSI
THIS PROJECT
5. STOCKPILE TOPSOIL FOR RE -USE.
TOWN AS S001
6. ROUGH GRADE SITE TO SUB GRADE.
VEGETATIVE Tl
SCARIFY ALL Al
7, CONSTRUCT STORMWATER BASIN.
GRASS SEED, L
8. CONSTRUCT SWALE ALONG NORTHERN BOUNDARY.
PERMANENT SE
CREEPING RE
9. FINISH GRADE ALONG SOUTHERN BOUNDARY.
REDTOP
TALL FESCUE
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.
FERTILIZER:
10-10-10 APF
12. INSTALL CHAINLINK FENCE.
LIMESTONE:
APPLY AT 15
13. PAVE DRIVEWAY APRONS,
MULCHING:
SPREAD HAY
LAND DISTURBANCE
TARGET FOR
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 DATE
CLEARING LIMITS SHALL BE APPROVED BY TOWN STAFF PRIOR TO CLEARING, AS APPLICABLE.
SEEDING DA
SEED GERMI
2. ALL AREAS SHAM REMAIN UNDISTURBED UNTIL IMMEDIATELY PRIOR TO SITE DEVELOPMENT.
GERMINATIC
3. ALL CONSTRUCTION EQUIPMENT, MATERIALS AND STOCKPILES SHALL NOT BE PLACED OUTSIDE OF THE DISTURBED AREAS.
0 PROTECT
4. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANING OF ANY NEARBY STREETS, AS ORDERED BY THE TOWN
BECOMES WI
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 CONSIST 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
C;UIDELINES 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.
U. 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 IN 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 CR OFFSET
CORNERS AS SHOWN
WOOD STAKES OR METAL
REBAR
4" MINIUMUM I As require
2°' STONE
FILTER FABRIC
ANTI -TRACKING PAD
NOT TO SCALE
HAY E
STEP 1
SET POSTS AND EXCAVATE A 6"x6" TRENCH.
SET POSTS DOWNSLOPE.
STEP 2
STAPLE THE WIRE MESH FENCING TO END
POSTS.
FILTER FABRIC -j
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: JULY 18, 2011
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
DATE REVISION''`
.�� ¢Ci 6G T�A�
X5/24/2017 REV 1: Conditions Of Approval g v, �`
NO. 21231
'POENISO ,
J0
a
At1381191120%
GREGG T. FEDUS P.E.
CT. LICENSE NO. 21231
Iso
I t6ISftl,t
EROSION CONTROL PLAN I�j 31
PREPARED FOR
By
ERIC LOMBARDI
240 & 252 BUTLERTOWN ROAD
OAKDALE, CONNECTICUT
SCALE: 1" = 40' SHEET 2 OF 2
DATE: MAY 41) 2017 JOB NO. 15-064
Fl `I N 88
Ivy
JOF I ll?gs t1EkEN
TITLE: LAND SURVEYOR CT No. 18859
GER WICK - MEREEN L.L.C.
17 INDUSTRIAL DRIVE P.O. BOX 539
WATERFORD, CONNECTICUT 06385
TEL. (860)442-2201 FAX. (860)442-2205