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AUG G 2 2017
By—
GREEN SITE
DESIGN
1 18/17/17 REVIEW coMowTs —LLC -
317 Main Street Norwich, Connecticut
Date Revision (860) 892--1380 Fax (860) 886-9165
- --- -•�-- ...-....� .
No
Project 312 BUTLERTOWN ROAD ProG ct No.
OAKDALE, CT.
40
Proj. Engineer
ARED FOR Dates
AUG. 2017
BCW PAVING & LANDSCAPING
ti Sheet No.
oEXISTING CONDITIONS
APPROVED BY MONTVILLE PZC
WITH CONDITIONS ON 8/22/17
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4" LOAM &SEED MIX TO BE
PROVIDED AS SPECIFIED IN THE
EdcS NARRATIVE ON SHEET 6
LINE WITH NORTH AMERICAN GREEN
S-150 EROSION MATS
PERMANENT VElr^
12"
TATED SWALE
2"x2"x48" WOOD STAKE
12" MIN. —
FILTER FABRIC WITH WOVEN
WIRE FENCE, INDUSTRIAL NETTING,
OR SNOW FENCE FOR SUPPORT
COMPACTED BACKFILL
FLOW
NATIVE SOIL
SL.T FENCE SE TION
NOT TO SCALE
t
SEED MX FOR SEDNENTAT
CONTAINS A SELECTION OF NATIVE GRASSES AND WILDFLOW
VEGETATION IS DESIRED TO STABILIZE THE SOIL SURFACE
MOIST SITES THAT REQUIRE QUICK STABILIZATION AS WELL
APPROPRIATE FOR DETENTION BASIS THAT DO NOT NORMAL
INUNDATION, BUT NOT CONSTANT FLOODING.
SEEDING: THE MIX MAY BE APPLIED BY HYDROSEEDING, BY
BY HAND. WHEN APPLYING ON BARE SOIL, RAKE THE SOIL
BEST RESULTS ARE OBTAINED WITH A SPRING OR EARLY Fi
OF WEED—FREE STRAW TO CONSERVE MOISTURE. LATE FALL
FERTILIZATION IS NOT REQUIRED UNLESS THE SOILS ARE R
APPLICATION RATE: 35 LBS/ACRE (1250 SQ. FT./L.B.)
SPECIES *: SWITCHGRASS (PANICUM VIRGATUM), VIRGINIA
(CARER VULPINOIDEA), CREEPING BENTGRASS (AGROSTIS
NOVAE—ANGLIAE), GRASS—LEAVED GOLDENROD
(EUTHAMIA GRAMINIFOLIA), GREEN BULRUSH (SCI RPUS Al
UPLAND BENTGRASS (AGROSTIS PERENNANS), BIG BLUES
(ANDROPOGON GERARDII), SENSITIVE FERN (ONOCLEA SEI
CYPERINUS).
1 J"
ROADWAY
SUBBASE
40'
3" (MIN) BITUMINOUS
/_r%nKlr%0rTC'
NON—ORGANIC
COMPACTED SUBGRADE
NOTE: PROVIDE A LEVEL AREA 20' MIN LENGTH AT INTERSECTION
DRIVEWAY ENTRANCE DETAIL
NOT TO scuc
/_ 2" BITUMINOUS CONCRETE MILLINGS
WIDTH VARIES
S DESIGNED TO COLONIZE RECENTLY DISTURBED SITES WHERE QUICK GROWTH OF
IS AN EXCELLENT SEED MIX FOR ECOLOGICALLY APPROPRIATE RESTORATIONS ON
LANG—TERM ESTABLISHMENT OF NATIVE VEGETATION. THIS MIX IS PARTICULARLY
HOLD STANDING WATER. SOME PLANTS IN THIS MIX CAN TOLERATE INFREQUENT
CHANICAL SPREADER, BY HYDRO—SEEDING OR ON SMALL SITES IT CAN BE SPREAD
CREATE GROOVES, APPLY SEED, THEN LIGHTLY RAKE OVER. IN NEW ENGLAND, THE
SEEDING. SUMMER AND LATE FALL SEEDING WILL BENEFIT WITH A LIGHT MULCHING
ID WINTER DORMANT SEEDING REQUIRE A SLIGHT INCREASE IN THE SEEDING RATE.
CULARLY INFERTILE.
RYE (ELYMUS VIRGINICUS), CREEPING RED FESCUE (FESTUCA RUBRA), FOX SEDGE
NIFERA), SOFT RUSH (JUNCOS EFFUSUS), NEW ENGLAND ASTER (ASTER
ENS), BONESET (EUPATORIUM PERFOLIATUM), BLUE VERVAIN (VERBENA HASTATA)
NU GRA
IS), UTTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM), WOOLGRASS (SCIRPUS
DRIVEWAY & STORAGE AREA
NOT TO SCALE
2'
MODIFIED RIPRAP
LEVEL SPREADER TO BE
6" LOWER THAN TOP
OF BASIN BERM
4'
i6" MIN.
LEVEL SPREADER
NOT TO SCALE
0
I
MODIFIED RIPRAP
— PERVIOUS FILTER FABRIC
* IN ACCORDANCE WITH
SECTION 2.19.02 OF
D.O.T. FORM 816
EROSION CONTROL & SEDIAEWATION NARRATIVE
CONSTRUC7M SE M,
1. PRIOR TO THE INSTALLATION OF ANY EROSION AND S IMENT CONTROL MEASURES,
THE OWNER AND CONTRACTOR SHALL MEET WITH TH TOWN OF MONTVILLE
WETLANDS OFFICER.
2. THE EROSION AND SEDIMENT CONTROL MEASURES SH �L BE INSTALLED PRIOR TO
SITE DISTURBANCE. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALL
BE INSTALLED IF DETERMINED TO BE NECESSARY BY THE WETLANDS OFFICER.
3. THE CONTRACTOR SHALL CONTACT THE WETLANDS OF ER FOR INSPECTION OF
THE SEDIMENT AND EROSION CONTROL MEASURES, PR R TO SITE DISTURBANCE.
CONSTRUCTION SHALL NOT BEGIN UNTIL SUCH TIME ATHE WETLANDS OFFICER
HAS REVIEWED AND APPROVED THE INSTALLATION OF tE SEDIMENTATION AND
EROSION CONTROL MEASURES.
4. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENTCONTROL MEASURES AT
LEAST WEEKLY AND AFTER EVERY STORM EVENT AND AEPAIR AND MAINTAIN AS
NECESSARY.
5. CLEARING AND GRUBBING OF THE AREA TO BE GRADED. TOPSOIL TO BE REMOVED
AND STOCKPILED IN AN AREA AS SHOWN ON THE PLWS.
6. INSTALL SEDIMENTATION BASIN & VEGETATED SWALE
7. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND
ANY TEMPORARY STOCKPILE AREAS.
8. ROUGH GRADE THE STORAGE AREA & DRIVEWAY
9. FINISH GRADE THE STORAGE AREA & DRIVEWAY AND INSTALL ASPHALT MILLINGS
10. INSTALL PAVED DRIVEWAY ENTRANCE
11. INSTALL BOULDERS
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCH ALL EROSION AND
SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN LACE UNTIL VEGETATION
IS RE—ESTABLISHED.
13. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND UNE 1 OR AUGUST 15 AND
OCTOBER 1.
14. THE FOLLOWING SEEDING MIXTURES SHALL BE PROVIDE) ON ALL DISTURBED
AREAS:
CROWN VETCH 15 LB's/AC
PERENNIAL RYEGRASS 10 LB s/AC
15. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED INE FIELD SHALL BE SOLVED
ACCORDING TO CONNECTICUT GUIDELINES FOR SOIL ER ION AND SEDIMENT
CONTROL.
GREEN SITE
DESIGN
8/22/17 REVS COYMEM —LLC -
11 18/17/17 REV= CONIEU S 317 Main Street Norwich, Connecticut
Na. Date Revision (860) 892-1380 Fax (860) 886-9165
312 BUTLERTOWN ROAD Project No.
OAKDALE, CT. GSD -40
V �i, Proj. Engineer
�f
E.M.B.
J� PREPARED FOR Date:
ir B&W PAVING & LANDSCAPING AUG. 2017
rr .�.• '%- 1
Sheet No.
MTAL S 13
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1037.58' � \
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MALL SEDIMENTATION R&MN
NOTES: �`
AUGUST 17,
�
INSTALL MODIFIED P
1. PROPOSED
USE: STORAGE OF CONSTRUCTION EQUIPMENT
\ -
-104 INSTALL SILT FENCE
LEVEL EADER\
2. SURFACE TREATMENT TO BE ASPHALT MILLINGS
\
**%�
NO LEDGE
MOTTLING O
40"
3. BOUNDARY
AND TOPOGRAPHIC SURVEY PREPARED FOR ANTONIOIA�OON�L.L20
_
PREPARED
BY J. ROBERT PFANNER & ASSOCIATES, P.C., DATED Jl1NE 8, 2 17
4. WETLANDS
DELINEATED BY IAN COLE SOIL SCIENTIST
5. TOTAL AREA OF LOT IS 5.28 ACRES
6. THE PROPERTY OWNER IS ANTONIO IACONIELLO
7. THERE WILL NOT BE ANY TANKS ON THE SITE, NO FUELING IS ALLOWED 0 Tim SITE.
8. AFTER SITE CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE OWNER, SHALL BE
CTUR IN AD
THE RESPONSIBILITY OF THE OWNER TO MAINTAIN ALL DRAINAGE STRUDITION,
IS
THE FOLLOWING INSPECTION AND MAINTENANCE GUIDELINES SHALL BE TBILITY
OF THE OWNER, BEGINNING THE FIRST YEAR PERIOD FOLLOWING CONSTRUC COMPLETION
AND ACCEPTANCE, AND SHALL BE FOLLOWED EACH YEAR THEREAFTER:
1. DRAINAGE AND/OR OTHER PAVED AREAS: INSPECT ON A !E= BASIS NOT TO
EXCEED WEEKLY FOR UTTER AND DEBRIS. IF APPLICABLEAT MAST TWICE
A YEAR, WITH THE FIRST OCCURRING AS SOON AS POSSIBLE A FIRST SNOWMELT
AND THE SECOND NOT LESS THAN 90 DAYS FOLLOWING THE FIR .
2. DRAINAGE STRUCTURES (SEDNNT BASIN): INSPECT Sail-ANNUA AND CLEAN WHEN
ONE HALF FULL OF SILT AND/OR DEBRIS.
3. LANDSCAPE AREAS (SEDIMENT BASIN. VEGETATED SWMD: INSPECT SM ANNUALLY FOR
EROSION OR DYING VEGETATION. REPAIR AND STABILIZE ANY BAR$ OR ERODED AREAS
AND REPLACE VEGETATION AS SOON AS POSSIBLE.
STORMWATER TEST HOLE:
312 BUTLERTOWN RD, OAKDALE, CT.
AUGUST 17,
2017
NO TOPSOIL
0" — 60"
SANDY SILTY LOAM
60"-78"
GREY SILTY HARDPAN
NO WATER
NO LEDGE
MOTTLING O
40"
a
2:1 SLOPE VINSTALL PERMANENT VEGETATED SWALE
(SEE DETAIL)
i
GREEN SITE
DESIGN
2 8/22/17 RZVMW COMKKM --LLC "`""`
118/17/17 REVISIT COI�NTS 317 Main Street Norwich, Connecticut
N%
I Date Revision (860) 892-1380 Fax (860) 886-9165
312 BUTLERTOWN ROAD project No.
OAKDALE„ CT. GSD -40
,►��`` �`• c0 Proj. Engineer
E r�C i E.M.B.
ABED FOR Date:
B&W PAVING & LANDSCAPING AUG. 2017
A
Sheet No.
Am
!•,,ss�o a�- ���� SITE PLAN
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1
12"
4" LOAM &SEED MIX TO BE
PROVIDED AS SPECIFIED IN THE
EdcS NARRATIVE ON SHEEP 6 12«
UNE WITH NORTH AMERICAN GREEN
S-150 EROSION MATS
PERMANENT VEGETATED SWALE
NOT 70 SCALE
2"x2"x48" WOOD STAKE
ioo
12" MIN. —
FILTER FABRIC WITH WOVEN
WIRE FENCE, INDUSTRIAL NETTING,
OR SNOW FENCE FOR SUPPORT
COMPACTED BACKFILL
FLOW
NATIVE SOIL
MT FENCE SECTION
NOT TO SCALE
SEED MX FOR SEDIMENTATION BASN
1 in
ROADWAY
SUBBASE
.06 40'
3" (MIN) BITUMINOUS
/_r%nmr _Qprr
NON—ORGANIC
COMPACTED SUBGRADE
NOTE: PROVIDE A LEVEL AREA 20' MIN LENGTH AT INTERSECTION
DRIVEWAY ENTRANCE DETAIL
NOT TO SLATE
/_ 2" BITUMINOUS CONCRETE MILLINGS
WIDTH VARIES
CONTAINS A SELECTION OF NATIVE GRASSES AND WILDFLOWERS DESIGNED TO COLONIZE RECENTLY DISTURBED SITES WHERE QUICK GROWTH OF
VEGETATION IS DESIRED TO STABILIZE THE SOIL SURFACE. R 6 AN EXCELLENT SEED MIX FOR ECOLOGICALLY APPROPRIATE RESTORATIONS ON
MOIST SITES THAT REQUIRE QUICK STABILIZATION AS WELL ASt'LONG-TERM ESTABLISHMENT OF NATIVE VEGETATION. THIS MIX IS PARTICULARLY
APPROPRIATE FOR DETENTION BASIS THAT DO NOT NORMALLY MOLD STANDING WATER. SOME PLANTS IN THIS MIX CAN TOLERATE INFREQUENT
INUNDATION, BUT NOT CONSTANT FLOODING.
SEEDING: THE MIX MAY BE APPLIED BY HYDROSEEDING, BY SPREADER, BY HYDRO -SEEDING OR ON SMALL SITES IT CAN BE SPREAD
BY HAND. WHEN APPLYING ON BARE SOIL, RAKE THE SOIL T CREATE GROOVES, APPLY SEED, THEN LIGHTLY RAKE OVER. IN NEW ENGLAND, THE
BEST RESULTS ARE OBTAINED WITH A SPRING OR EARLY FALL Ste. SUMMER AND LATE FALL SEEDING WILL BENEFIT WITH A LIGHT MULCHING
OF WEED -FREE STRAW TO CONSERVE MOISTURE. LATE FALL $41) W04 ER DORMANT SEEDING REQUIRE A SLIGHT INCREASE IN THE SEEDING RATE.
FERTILIZATION IS NOT REQUIRED UNLESS THE SOILS ARE PARjICULARLY INFERTILE.
APPLICATION RATE: 35 LBS/ACRE (1250 SQ. FT./LB.)
SPECIES *: SWITCHGRASS (PANICUM VIRGATUM), VIRGINIA WILD RYE (ELYMUS VIRGINICUS), CREEPING RED FESCUE (FESTUCA RUBRA), FOX SEDGE
(CAREX VULPINOIDEA), CREEPING BENTGRASS (AGROSTIS STOLANIFERA), SOFT RUSH (JUNCOS EFFUSUS), NEW ENGLAND ASTER (ASTER
NOVAE-ANGLIAE), GRASS -LEAVED GOLDENROD
(EUTHAMIA GRAMINIFOLIA), GREEN BULRUSH (SCIRPUS ATROMFIENS), BONESET (EUPATORIUM PERFOLIATUM), BLUE VERVAIN (VERBENA HASTATA)
UPLAND BENTGRASS (AGROSTIS PERENNANS), BIG BLUESTEM, NIAGRA
(ANDROPOGON GERARDII), SENSITIVE FERN (ONOCLEA SENSIBIUS), LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM), WOOLGRASS (SCIRPUS
CYPERINUS).
DRIVEWAY & STORAGE AREA
NOT TO SCALE
a
MODIFIED RIPRAP
LEVEL SPREADER TO BE
6" LOWER THAN TOP
OF BASIN BERM
1
6" MIN.
LEVEL SPREADER
NOTTO scu.E
MODIFIED RIPRAP
— PERVIOUS FILTER FABRIC
* IN ACCORDANCE WITH
SECTION 2.19.02 OF
D.O.T. FORM 816
EROSION CONTROL & SEDFAENTATION NARRATIVE
coxsmucna+ sEauoace
1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES,
THE OWNER AND CONTRACTOR SHALL MEET WITH THE tOWN OF MONTVILLE
WETLANDS OFFICER.
2. THE EROSION AND SEDIMENT CONTROL MEASURES SHAL BE INSTALLED PRIOR TO
SITE DISTURBANCE. ADDITIONAL EROSION & SEDIMENT ONTROL MEASURES SHALL
BE INSTALLED IF DETERMINED TO BE NECESSARY BY TH 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 WETLANDS OFFICER
HAS REVIEWED AND APPROVED THE INSTALLATION OF THk 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. CLEARING AND GRUBBING OF THE AREA TO BE GRADED. TOPSOIL TO BE REMOVED
AND STOCKPILED IN AN AREA AS SHOWN ON THE PLANS.
6. INSTALL SEDIMENTATION BASIN & VEGETATED SWALE
7. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND
ANY TEMPORARY STOCKPILE AREAS.
.i
8. ROUGH GRADE THE STORAGE AREA & DRIVEWAY
9. FINISH GRADE THE STORAGE AREA & DRIVEWAY AND INSTALL ASPHALT MILLINGS
10. INSTALL PAVED DRIVEWAY ENTRANCE
11. INSTALL BOULDERS
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED ALL EROSION AND
SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PACE UNTIL VEGETATION
IS RE—ESTABLISHED.
13. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 1 OR AUGUST 15 AND
OCTOBER 1.
14. THE FOLLOWING SEEDING MIXTURES SHALL BE PROVIDED ON ALL DISTURBED
AREAS:
CROWN VETCH 15 LB's/AC
PERENNIAL RYEGRASS 10 LB s/AC
15. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN TIE FIELD SHALL BE SOLVED
ACCORDING TO CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
CONTROL.
GREEN SITE
DESIGN
;f _11/m/1 REVm commmm _ T , C —
TS �`� "'
1 8 17 17 REVIEW comma
317 Main Street Norwich, Connecticut
N Date Revision (860) 892-1380 Fax (860) 886-9165
312 BUTLERTOWN ROAD Project No.
OAKDALE, CT. GSD -40
f Pro}. Engineer
`� • ; T.M.B.
-irz F-'AFFJD
FOR Date:
B&W PAVING & LANDSCAPING AUG. 2017
Sheet No.
SSIONA�- MTALS
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SLOPE
208
645•'4' V
30'
SETBACK
\ \206
\
INSTALL SILT FENCE40
\
INSTALL BOULDERS ASPHALT MILLINGS
10' O.C. 202— SURFACE AREA
LOT 32-8
WETLANDS
30'
SETBACK
_ —
UPLANDS
INSTALL 4' TOPSORO
_SEED doMULCH
(SEE SEED MOc ON M*Er-3)
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EQUIPMENT STORAGE AREA
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_ 1037.58'
N 51053'59' W
NAW
INSTALL—SEDIMENTATION BASINDIFIED
NOTES.
\ INSTALL MOmw INSTALL SILT FENCE1. PROPOSED USE: STORAGE OF CONSTRUCTION EQUIPMENT \ • - N,LEVEL SPREADER \
2. SURFACE TREATMENT TO BE ASPHALT MILLINGS \
3. BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR ANTONIO IACONIELLO
PREPARED BY J. ROBERT PFANNER & ASSOCIATES, P.C., DATED JUNE Be 2 1
17
4. WETLANDS DELINEATED BY IAN COLE, SOIL SCIENTIST
5. TOTAL AREA OF LOT IS 5.28 ACRES
6. THE PROPERTY OWNER IS ANTONIO IACONIELLO
7. THERE WILL NOT BE ANY TANKS ON THE SITE, NO FUELING IS ALLOWED ON THE SITE.
8. AFTER SITE CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE OWNER, IT SHALL BE
THE RESPONSIBILITY OF THE OWNER TO MAINTAIN ALL DRAINAGE STRUCTURES. IN ADMON,
THE FOLLOWING INSPECTION AND MAINTENANCE GUIDELINES SHALL BE THE ILITY
OF THE OWNER, BEGINNING THE FIRST YEAR PERIOD FOLLOWING CONSTRUCTION COMPLETION
AND ACCEPTANCE, AND SHALL BE FOLLOWED EACH YEAR THEREAFTER:
1. DRAINAGE AND/OR OTHER PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO
EXCEED WEEKLY FOR LITTER AND DEBRIS. IF APPUCABLE. SWEEP AT LEAST TWICE
A YEAR, WITH THE FIRST OCCURRING AS SOON AS POSSIBLE AFTER FIRST SNOWMELT
AND THE SECOND NOT LESS THAN 90 DAYS FOLLOWING THE FIRST.
2. DRAINAGE STRUCTURES ( BASIN): INSPECT SEMI-ANNUAULY AND CLEAN WHEN
ONE HALF FULL OF SILT AND/OR DEBRIS.
3. LANIMAPE AREAS (SEDIMENT BASSI. VEGETATED =A * INSPECT SEMI—ANNUALLY FOR
EROSION OR DYING VEGETATION. REPAIR AND STABIUZE ANY BARE OR ERODED AREAS
AND REPLACE VEGETATION AS SOON AS POSSIBLE.
20' 0 20' 40'
SCALE: 1 "=20'
STOWWATER TEST HOLE:
312 BUTLERTOWN RD, OAKDALE, CT.
AUGUST 17,
2017
NO TOPSOIL
0" - 60"
SANDY SILTY LOAM
60"-78"
GREY SILTY HARDPAN
NO WATER
NO LEDGE
MOTTLING O
40"
2:1 SLOPE
_ ..�._
VINSTALL PERMANENT VEGETATED SWAL
(SEE DETAIL)
GREEN SITE
DESIGN
8/22/17 REVIEW COMMIOM LLC mmm �
8/17/17 REVIEII Com3um S 317 Main Street Norwich, Connecticut
Date Revision (860) 892-1380 Fax (860) 886-9165
312 BUTLERTOWN ROAD Project No.
OAKDALE, CT. GSD -40
>> CD Proj. Engineer
T`
G,A ARM FOR Date:
• T ` *B&W PAVING & LANDSCAPING
AUG. 2017
• orij4J Sheet No.
sem` dX
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