HomeMy WebLinkAboutSite Plan0 D 0S :) GG: G/\
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LEGEND
RON PIN FOUND
ODH DRILL HOLE FOUND
0 JTILITY POLE
EXISTING CONTOURS
100 PROPOSED CONTOURS
INLAND WETLANDS FLAG
SILT FENCE
ORANGE CONSTRUCTION FENCING
LEFFINGWELL ROAD & MONTVILLE ROAD
MONTVILLE, CONNECTICUT
IVA
V/<
REVISIONS
DATE DESCRIPTION
05/15/2007 ADDED NOTES & FENCING
06/16/2007 REVISED PROCESSING LOCATION
C391181WIS F'Evc5c—o r' -S
PREPARED B)".
PrOV045t & P -0V=,. Inc.
Engineering • Surveying • Site Planning
57 East Main Street, P.O. Box 191
Plainfield, Connecticut 06374
860) 230-0856 - FAX: (860) 230-0860
EMAIL: info@prorovinc.com
MAY 9, 2007
INDEX TO DRAWINGS
TITLE SHEET No.
COVER SHEET 1 OF 5
TOPOGRAPHIC SURVEY 2 OF 5
SITE OPERATIONS PLAN 3 OF 5
SIGHTLINE PLAN 4 OF 5
DETAIL SHEET 5 OF 5
This drawing is the intellectual property of
Provost and Rovero, Inc. Any alteration
or use of this drawing for other than the
specific purpose(s) shown hereon is
prohibited without the written permission
of Provost and Rovero, Inc.
ENGINEER DATE SHEET 1 OF 4
JOB NO: 073030
DWG N0: HF23
II ,I
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11 APPROXIMATE LIMITS
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i \ 4 OF 100 YEAR FLOOD
11
L1 N 23' 18'1 7 E 37.50
L2 S 65' 11 '22" E 34.73' tim 0
L3 S 79'79'55" E 14.57 TOWN 0 F «. _ CWETLANDS h---'-'- .--_-
I. --) ,-- NORWICH M
N" # # •
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CURVE DATA
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R 414.36'
D 2704'04"
L 349.60'
CH N 13'32'02"E
339.32'
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LINE DATA O1111
11 APPROXIMATE LIMITS
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11
L1 N 23' 18'1 7 E 37.50
L2 S 65' 11 '22" E 34.73' tim 0
L3 S 79'79'55" E 14.57 TOWN 0 F «. _ CWETLANDS h---'-'- .--_-
I. --) ,-- NORWICH M
N" # # •
n f T01NN 0 F o /
iiM 0 NTVI LLE # . The Norwich Cemetery Association/ .
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1" = 1000'
This drawing is the intellectual property of
Provost and Bovero, Inc. Any alteration
or use of this drawing for other than the
specific purpose(s) shown hereon is
prohibited without the written permission
of Provost and Rovero, Inc.
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a V '` 1694STOP. z 3s o _,_.. N G W E N 69 22 3o w .---- R 0SIGN -_- _ --- • --
11
STREET----*-- -- _ - _ 1698 - SNET `
NV 336.24 REVISIONS
S - 1695 34.00' DATE DESCRIPTION
APPROVED BY THE TOWN OF
MONTVILLE PLANNING AND ZONING COMMISSION
Special Permit No:
Applicant:
Date Approved:
Chairman:
Date:
APPROVED BY THE TOWN OF
MONTVILLE INLAND WETLANDS COMMISSION
CHAIRMAN DATE
I HAVE REVIEWED THE FLAGGED INLAND WETLANDS
LOCATION SHOWN ON THIS PLAN AND THEY APPEAR
TO BE SUBSTANTIALLY CORRECT.
Certified Soil Scientist Date
TBM
19 SPIKE IN UTILITY POLE
SNET 11696
ELEVATION = 348.48
ENGINEER DATE
N 73'27'53" W
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT
AS NOTED HEREON,
GREG A. GLAUDE, L.S. LIC. NO. 70191 DATE
NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS MAP BEARS
THE ORIGINAL SEAL AND SIGNATURE OF THE LAND SURV'IEYOR.
05/15/2007 ADDED NOTES & FENCING
06/06/2007 REVISED PROCESSING LOCATION
08/17/2007 SIGHT LINE
DATE: 5/09/2007 DRAWN: AMR
SCALE: 1" = 40' DESIGN: NET
SHEET: 2 OF 4 CHK BY: --
DWG. No: HF23 JOB No: 073030
NOTES:
1. This survey has been prepared pursuant to the Regulations of
Connecticut State Agencies Sections 20-300b-1 through 20-300b-20
and the "Standards for Surveys and Maps in the State of Connecticut"
as adopted by the Connecticut Association of Land Surveyors, Inc.
on September 26, 1996;
This map was prepared from record research, other maps, limited
field measurements and other sources, It is not to be construed
as a Property/Boundary or Limited Property/Boundary Survey and
is subject to such facts as said surveys may disclose.
This survey conforms to a Class "C" horizontal accuracy.
Topographic features conform to a Class "T-2", "V-2" vertical
accuracy.
Survey Type: Topographic Survey.
2. Owner of record: Seymour Adelman 38 Bozrah Street
Bozrah, CT 06334
3. Parcel is shown as Lot #16, on Assessors Tax Map #62.
4. Elevations based on an assumed datum. Contours taken from actual
field survey. Contour interval = 2'.
5. Wetlands shown were flagged in the field by Joseph R. Theroux,
Certified Soil Scientist, in March 2007.
6. Land areas adjacent to Trading Cove Brook lie within Flood Hazard
Zone 'AE' (base flood elevation determined) and Flood Hazard Zone
X" (areas of 500 year flood) as shown on FIRM Map #090099 Panel
0003C Effective Date: December 5, 1995.
7. Before any construction is to commence contact "CALL BEFORE YOU
DIG" at 1-800-922-4455.
MAP REFERENCE:
Property Survey - Property of - Seymour Adelman - Prepared for
Kobyluck Sand & Gravel - Montville Road & Leffingwell Road - Montville
Connecticut - Scale: 1" = 80' - Dated: 4/24/00 - Advanced Surveys".
TOPOGRAPHIC SURVEY
EXISTING CONDITIONS PLAN
PREPARED FOR
LVK LLC_
LEFFINGWELL ROAD & MONTVILLE ROAD
MONTVILLE. CONNECTICUT
Provost & Povero, Inc.
Engineering • Surveying • Site Planning
57 East Main Street, P.O. Box 191
Plainfield, Connecticut 06374'
860) 230-0856 - FAX: (860) 230-'0860
EMAIL: info@prorovinc.corn
CURVE DATA
C1
R = 414.36'
D = 27`04'04"
L = 349.60'
CH = N 13'32'02" E
339.32'
UNE DATA
L1 N 23'18'17" E 37.50'
L2 S 65'110'22* E 34.73'
L3 S 797955" E 14.57'
INV = 289.46
g6 _CMP
INV = 289.19
TOWN OF
NORWICH
n/f
i% r •
TOWN OF
M O NTV I L L E # ' APPROXIMATE LIMITS
OF 100 YEAR FLOOD
W E T L A N D S r 4:10-
j C4 # -"
C?
The Norwich Cemetery Association
CENTERLINE OF BROOK IS -
PROPERTY LINE & TOWN LINE
SILT FENCE TYP
0 V E
APPROXIMATE .'•
LIMITS OF
100 YEAR -
1
1000000 , , -.,••
FLOOD
R>20, E r#
D ti PROPOSED WOODtio
NV CHIP BERM • • • _ , 0 r-- L
o m • =
g `n u -/ %- • -
N _
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10
PROVIDE 2 NEW
POLES AND OVERHEAD RIP RAP BERM # ;
W PAVEMENT - PROVIDE NE r -
5a t---`°# WIRES FOR SITE UTILITIESFROMSITEENTRANCETo r ti
LIMIT OF PROPOSED L
BRIDGE REPAIR sErs , N X _
r
DUaaaa ac
M M ink r •.••••••••• - ---.
EXISTING
TREELINE
a ia ,
PROPOSED SWALE
1SIGHTLINE ,, " •: .•.• . • '/ ,, _,_ _ (
GRADE TO DRAIN
5 aaQ'`h o ' ;;- --- ,_ TO POND)
OFFSET ,. " . • ••
C 0 O o /' l v U 1, Gln o, v
i'=
n i
Di
REMOVEIRELOCAT
SOIL & STONE S'
PROVIDE CRUSHED STONE
ACCESS DRIVE/ANTI-
TRACKING SURFACE TOTAL
PROPOSED 10'X20'
SCALE HOUSE/TRAILER
1
I
i , GRAVEL
PROPOSED 12' PILE
i PILE ` TRUCK SCALE i STONE I
LIMIT OF PROPOSED MATERIALS i PILE
i PROPOSED PAVED PROCESSING AREA
E ACCESS DRIVE f 1.7 ACRESTBM
I
0 SPIKE IN WOOD POST
ELEVATION = 304.79
CLEAR EXISTING VEGETATION
I
AND RE -GRADE TO IMPROVE `
SIGHT LINE AT ENTRANCE
SEE SHEET 4 OF 4)
ASPHALT
PILEAGE - •
A
I: PILE
00 • - - _ __ SNET 2 i EXISTING
A
1701 TREELINE -- - — -- - — _ \ v
I t a • ! /i ,, —_ __ IIS, , V :
f
APPROXIMATE LIMITS
4-00 I, OF 500 YEAR FLOOD
EGULgTEp q • • • .. • • •-•.• %' •
t - I •.• - o?l , •.• • ••• •. - i
G _ G • •.• •• • • • D',Ali;
00
v ° -- -13 - , _ O 0 n0oDoi _, i•
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TREELINE OQ U-,
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02P ,- 0,00 0 , , _- _- --_ - _ - 64.6. 8 - - -- , 091697 - (. - 77. G s -- ------ -
O , - •28 57 o6T 02 - - — _-- - _ - -1 _ 740,>- _ _ - - 19.44 " 65 - — -- - - - -- -__ - - N 0 3fi 01 W / N 74012'16* W
63'50 39 - O, -v o 43:1$ - ; N W , 0 SNET
36
w .Ono A
x _ Td.2fi % // 1694LEFFIoNSO21NGW I , _ N 69_2_2 30 W - ---- R O ASTOP'
X44 ,-- 39 %/INV = 336.24SIGN -- _ - \
I SNET NET
STREET---_ 1698 T.: 1695 34.00'
SIGN `; /6 _
N 73'2753" W
w1 TBM
N
APPROVED BY THE TOWN OF
MONTVILLE PLANNING AND ZONING COMMISSION
Special Permit, No:
Applicant:
Date Approved:
Chairman:
Date:
APPROVED BY THE TOWN OF
MONTVILLE INLAND WETLANDS COMMISSION
CHAIRMAN DATE
SPIKE IN UTILITY P01
SNET 11696
ELEVATION = 348.48
ENGINEER DATE
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT
AS NOTED HEREON,
DAVID J. HELD, L.S. LIC. NO. 24267 DATE
NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS MAP BEARS
THE ORIGINAL SEAL AND SIGNATURE OF THE LAND SURVEYOR.
40 20 0 40
GRAPHIC SCALE IN FEET
The professional engineer and surveyor
certifications provided hereon are
limited to revised erosion and
sedimentation controls to address
conditions associated with the 2015 Town
approval of this project.
NOTES:
1. This survey has been prepared pursuant to the Regulations of
Connecticut State Agencies Section 20-300b-1 through 20-300b-20
and the "Standards for Surveys and Maps in the State of Connecticut"
as adopted by the Connecticut Association of Land Surveyors, Inc. on
September 26, 1996;
This plan was compiled from other maps, record research or other
sources of information. It is not to be construed as having been
obtained as the result of a field survey and is subject to such
changes as an accurate field survey may disclose.
This survey conforms to a Class "D" and "T -D" accuracy.
Survey Type: Compilation Plan.
2. Property lines shown do not represent a property boundary opinion.
3. Parcel is shown as Lot #16 an Assessors Tax Map #62.
4. Elevations based on and assumed datum. Contours taken from actual
field survey completed in 2007. Contour interval = 2'.
5. Wetlands shown were flagged in the field by Joseph R. Theroux,
Certified Soil Scientist, in March, 2007.
6. Land areas adjacent to Trading Cove Brook lie within Flood Hazard
Zone "AE" (base flood elevation determined) and Flood Hazard Zone
X" (areas of 500 year flood) as shown on FIRM Map #090099 Panel
0003C Effective Date: December 5, 1995.
7. Before and construction is to commence contact CALL BEFORE YOU
DIG at 1-800-922-4455.
8. Activities on this property do not propose any disturbance within
wetlands nor within the 50' upland review area. Any additional work
not depicted on these plans that involves disturbance in the wetlands
or upland review area will require a wetland permit.
MAP REFERENCE:
Property Survey - Property of - Seymour Adelman - Prepared for
Kobyluck Sand & Gravel - Montville Road & Leffingwell Road - Montville,
Connecticut - Scale: 1" = 80' - Dated: 4/24/00 - Advanced Surveys"
COMPILATION PLAN
REVISIONS
DATE DESCRIPTION
05/15/2007 ADDED NOTES & FENCING
06/06/20107 REVISED PROCESSING LOCATION
08/17/2007 SIGHT EINE
08/18/2015 E&S CONTROLS PER TOWN
DATE: 5/09/2007 DRAWN: AMR
SCALE: 1" = 40' DESIGN: NET
SHEET: 3 OF 4 CHK BY: --
DWG. No: HF23 JOB No: 073030
SITE OPERATIONS PLAN
r r r. r , • r
LVK LLC.
LEFFINGWELL ROAD & MONTVILLE ROAD
MONTVILLE, CONNECTICUT
Provost & Povero,. Im.
Engineering • Surveying • Site Planning
57 East Main Street, P.O. Box 191
Plainfield, Connecticut 06374
860) 230-0856 - FAX: (860) 230-0860
EMAIL: info@prorovinc.com
EROSION AND SEDIMENT CONTROL PLAN:
REFERENCE IS MADE TO:
1. Connecticut Guidelines for Soil Erosion and Sediment Control 2002 (2002 Guidelines).
2. Soil Survey of New London County Connecticut, U.S.D.A. Soil Conservation Service 1983.
SOILS:
The proposed site is comprised mainly of four soil types;
Adrian and Palms "Aa", Agawam "AfA", Hinckley "HkC and Udorthenths "Ud"
Aa -Adrian and Palms mucks. This unit consists of nearly level, very poorly
drained organic soils in depressions and along streams of outwash plains and
glacial till uplands. The areas are mostly oval or long and narrow and range
from 5 to 40 acres. Slopes range from 0 to 2 percent but are mostly less
than 1 percent.
AfA - Agawam fine sandy loam, 0 to 3 percent slopes. This soil is nearly
level and well drained. It is on outwash plains and stream terraces. Areas of
this soil are irregular in shape or long and narrow and mostly range from 4 to 20 acres
HkC-Hinckley gravely sandy loam, 3 to 15 percent slopes. This is a gently sloping to sloping,
excessively drained soil on terraces of stream valleys and on glacial outwash plains. The areas of
this soil are oval or irregular in shape and range from 5 to 200 acres. Slopes are convex or
undulating and are are mostly less than 200 feet long.
Ud-Udorthents, smoothed. This unit consists of nearly level to sloping, excessively drained to
moderately well drained soils. The areas of this unit have been altered by excavating or filling. They
are mostly irregular in shape or are rectangular or long and narrow, and they generally range from 5
to 60 acres. Slopes range from 0 to 15 percent.
DEVELOPMENT SCHEDULE:
1. Prior to any work on site, the limits of operations shall be clearly flagged in the field by a Land
Surveyor, licensed in the State of Connecticut. Once the limits are flagged, they shall be reviewed and
approved by an agent of the Town.
2. Install and maintain erosion and sedimentation control devices as shown on these plans. All erosion
control devices shall be inspected by an agent of the Town. Any additional erosion control devices
required by the Town's Agent shall be installed and inspected prior to any construction on site. (See
silt fence installation notes.)
3. Install anti tracking surface and paved entrance.
4. Install scale and scale house in location depicted on the plan.
5. Transport required material sorting equipment to the site and place in dedicated processing area(s).
6. Maintain erosion and sedimentation controls throughout operations.
7. Dust control will be accomplished by spraying with water and if necessary, the application of calcium
chloride..
DEVELOPMENT CONTROL PLAN:
1. Development of the site will be performed by the applicant, who will be responsible for the installation
and maintenance of erosion and sediment control measures required throughout operations.
2. Final stabilization of the site is to follow the procedures outlined in "Permanent Vegetative Cover". If
necessary a temporary vegetative cover is to be provided until a permanent cover can be applied.
SILT FENCE INSTALLATION AND MAINTENANCE:
1. Dig a 6" deep trench on the uphill side of the barrier location.
2. Position the posts on the downhill side of the barrier and drive the posts 1.5 feet into the ground.
3. Lay the bottom 6" of the fabric in the trench to prevent undermining and backfill.
4. Inspect and repair barrier after heavy rainfall.
5. Inspections will be made at least once per week and within 24 hours of the end of a storm with r
rainfall amount of 0.5 inch or greater to determine maintenance needs.
6. Sediment deposits are to be removed when they reach a height of 1 foot behind the barrier or half
the height of the barrier and are to be deposited in an area which is not regulated by the inland
wetlands commission.
7. Replace or repair the fence within 24 hours of observed failure. Failure of the fence has occurred
when sediment fails to be retained by the fence because:
the fence has been overtopped, undercut or bypassed by runoff water,
the fence has been moved out of position (knocked over), or
the geotextile has decomposed or been damaged.
HAY BALE INSTALLATION AND MAINTENANCE:
co
1. Bales shall be placed as shown on the plans with the ends of the bales tightly abutting each other.
2. Each bale shall be securely anchored with at least 2 stakes and gaps between bales shall be wedged
with straw to prevent water from passing between the bales.
DR
3. Inspect bales at least once per week and within 24 hours of the end of a storm with a rainfall
amount of 0.5 inches or greater to determine maintenance needs.
00
4. Remove sediment behind the bales when it reaches half the height of the bale and deposit in an
area which is not regulated by the Inland Wetlands Commission.
Model: Square Mesh
5. Replace or repair the barrier within 24 hours of observed failure. Failure of the barrier has occurred
when sediment fails to be retained by the barrier because:
Color: Orange, Green, Black
the barrier has been overtopped, undercut or bypassed by runoff water,
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the barrier has been moved out of position, or
Material: Polypropylene Copolymer
the hay bales have deteriorated or been damaged.
DESIGN: NET
TEMPORARY VEGETATIVE COVER:
UV Resistance: One Year
SEED SELECTION
JOB No: 073030
Grass species shall be appropriate for the season and site conditions. Appropriate species are outlined
in Figure TS -2 in the 2002 Guidelines.
Range
TIMING CONSIDERATIONS
Seed with a temporary seed mixture within 7 days after the suspension of grading work in disturbed
areas where the suspension of work is expected to be more than 30 days but less than 1 year.
APPROVED BY THE TOWN OF
MONTVILLE PLANNING AND ZONING COMMISSION
Special Permit No:
Applicant:
Date Approved:
Chairman:
Date:
SEEDBED PREPARATION
Loosen the soil to a depth of 3-4 inches with a slightly roughened surface. If
the area has been recently loosened or disturbed, no further roughening is required.
Soil preparation can be accomplished by tracking with a bulldozer, discing,
harrowing, raking or dragging with a section of chain link fence. Avoid excessive
compaction of the surface by equipment traveling back and forth over the surface.
If the slope is tracked, the cleat marks shall be perpendicular to the anticipated
direction of the flow of surface water.
If soil testing is not practical or feasible on small or variable sites, or where
timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or
7.5 pounds per 1,000 square feet of 10-10-10 or equivalent. Additionally, lime
may be applied using rates given in Figure TS -1 in the 2002 Guidelines.
SEEDING
Apply seed uniformly by hand cyclone seeder, drill, cultipacker type seeder or
hydroseeder at a minimum rate for the selected species. Increase seeding rates
by 10% when hydroseeding.
MULCHING
Temporary seedings made during optimum seeding dates shall be mulched
according to the recommendations in the 2002 Guidelines. When seeding outside
of the recommended dates, increase the application of mulch to provide 95%-100%
coverage.
MAINTENANCE
Inspect seeded area at least once a week and within 24 hours of the end of a
storm with a rainfall amount of 0.5 inch or greater for seed and mulch movement
and rill erosion.
Where seed has moved or where soil erosion has occurred, determine the cause of
the failure. Repair eroded areas and install additional controls if required to
prevent reoccurrence of erosion.
Continue inspections until the grasses are firmly established. Grasses shall not be
considered established until a ground cover is achieved which is mature enough to
control soil erosion and to survive severe weather conditions (approximately 80%
vegetative cover).
PERMANENT VEGETATIVE COVER:
Refer to Permanent Seeding Measure in the 2002 Guidelines for specific applications
and details related to the installation and maintenance of a permanent vegetative
cover. In general, the following sequence of operations shall apply:
1. Topsoil will be replaced once the excavation and grading has been completed.
Topsoil will be spread at a minimum compacted depth of 4".
2. Once the topsoil has been spread, all stones 2" or larger in any dimension will
be removed as well as debris.
3. Apply agricultural ground limestone at a rate of 2 tons per acre or 100 lbs. per 1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of 300 lbs. per
acre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer into the soil to a depth
of 4".
4. Inspect seedbed before seeding. If traffic has compacted the soil, retill
compacted areas.
5. Apply the chosen grass seed mix. The recommended seeding dates are: April 1
to June 15 & August 15 - October 1.
6. Following seeding, firm seedbed with a roller. Mulch immediately following
seeding. If a permanent vegetative stand cannot be established by September
30, apply a temporary cover on the topsoil such as netting, mat or organic
mulch.
EROSION AND SEDIMENT CONTROL NARRATIVE:
PRINCIPLES OF EROSION AND SEDIMENT CONTROL
The primary function of erosion and sediment controls is to absorb
erosional energies and reduce runoff velocities that force the detachment
and transport of soil and/or encourage the deposition of eroded soil
particles before they reach any sensitive area.
KEEP LAND DISTURBANCE TO A MINIMUM
The more land that is in vegetative cover, the more surface water will
infiltrate into the soil, thus minimizing stormwater runoff and potential
erosion. Keeping land disturbance to a minimum not only involves
minimizing the extent of exposure at any one time, but also the duration
of exposure. Phasing, sequencing and construction scheduling are
interrelated. Phasing divides a large project into distinct sections where
construction work over a specific area occurs over distinct periods of
time and each phase is not dependent upon a subsequent phase in
order to be functional. A sequence is the order in which construction
activities are to occur during any particular phase. A sequence should
be developed on the premise of "first things first" and "last things last"
with proper attention given to the inclusion of adequate erosion and
sediment control measures. A construction schedule is a sequence with
time lines applied to it and should address the potential overlap of
actions in a sequence which may be in conflict with each other.
Limit areas of clearing and grading. Protect natural vegetation
from construction equipment with fencing, tree armoring, and
retaining walls or tree wells.
Route traffic patterns within the site to avoid existing or newly
planted vegetation.
Phase construction so that areas which are actively being
developed at any one time are minimized and only that area
under construction is exposed. Clear only those areas
essential for construction.
Sequence the construction of storm drainage systems so that they
are operational as soon as possible during construction.
Ensure all outlets are stable before outletting storm drainage
flow into them.
Schedule construction so that final grading and stabilization is
completed as soon as possible.
SLOW THE FLOW
Detachment and transport of eroded soil must be kept to a minimum by
absorbing and reducing the erosive energy of water. The erosive energy
of water increases as the volume and velocity of runoff increases. The
volume and velocity of runoff increases during development as a result
of reduced infiltration rates caused by the removal of existing vegetation,
removal of topsoil, compaction of soil and the construction of impervious
surfaces.
Use diversions, stone dikes, silt fences and similar measures to
break flow lines and dissipate storm water energy.
Avoid diverting one drainage system into another without calculating
the potential for downstream flooding or erosion.
KEEP CLEAN RUNOFF SEPARATED
Clean runoff should be kept separated from sediment laden water and
should not be directed over disturbed areas without additional controls.
Additionally, prevent the mixing of clean off-site generated runoff with
sediment laden runoff generated on-site until after adequate filtration of
on-site waters has occurred.
Segregate construction waters from clean water.
Divert site runoff to keep it isolated from wetlands, watercourses
and drainage ways that flow through or near the development
until the sediment in that runoff is trapped or detained.
APPROVED BY THE TOWN OF
MONTVILLE INLAND WETLANDS COMMISSION
C HAI RMAN DATE
REDUCE ON SITE POTENTIAL INTERNALLY AND INSTALL PERIMETER CONTROLS
While it may seem less complicated to collect all waters to one point of
discharge for treatment and just install a perimeter control, it can be
more effective to apply internal controls to many small sub -drainage
basins within the site. By reducing sediment loading from within the
site, the chance of perimeter control failure and the potential off-site
damage that it can cause is reduced. It is generally more expensive to
correct off-site damage than it is to install proper internal controls.
Control erosion and sedimentation in the smallest drainage area
possible. It is easier to control erosion than to contend with
sediment after it has been carried downstream and deposited
in unwanted areas.
Direct runoff from small disturbed areas to adjoining undisturbed
vegetated areas to reduce the potential for concentrated flows
and increase settlement and filtering of sediments.
Concentrated runoff from development should be safely conveyed
to stable outlets using rip rapped channels, waterways,
diversions, storm drains or similar measures.
SQUARE MESA CONSTRUCTION FENCING
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With the vertical and horizontal strands, this product will install easier and still withstand the most severe of
weather conditions.
DR
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Technical Data*
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Model: Square Mesh
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Color: Orange, Green, Black
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Material: Polypropylene Copolymer
SCALE: AS NOTED DESIGN: NET
SHEET: 4 OF 4
UV Resistance: One Year
DWG. No: HF23 JOB No: 073030
Property Unit Value Range Method
Standard Height cm (ft) 122 (4.0) 2% ICE -05
Standard Lenghts m (ft) 30.5 (100) / 15.2 (50) Standard ICE -05
m (ft) 32 (105) / 16 (52.5) Max. ICE -05
Weight per Roll kg (lb) 12 (26) / 6 (13) Standard ICE -05
kg (lb) 11.3 (24.9) / 5.6 (12.4) Min. ICE -05
Weight per gr (lb) 390 /(0.86) Standard ICE -05
lineal Meter gr (lb) 370 /(0,82) Min. ICE -05
Tensile Strenght kgf (lbf) 14/(30.8) Min. MPE-04
MD Machine direction)
Tensile Strenght kgf (lbf) 9/(19.8) Min. MPE-04
TD Transversal direction)
Mesh Opening mm (in) 35 x 35 / (1.4 x1.4) ± 5% ICE -05
4" OF DOT 1F3 STONE
AS DEFINED IN "STATE OF CONNECTICUT
STANDARD SPECIFICATIONS FOR ROADS,
BRIDGES AND INCIDENTAL CONSTRUCTION"
FORM 816 OR LATEST REVISION.
24'
8" PROCESSED GRAVEL
SUBGRADE
GRAVEL DRIVE WITH.
DOT #3 STONE DETAIL
NOT TO SCALE
2)-2 x27X3' STAKES
EACH BALE
A-= O
EXISTING GRADE
BAYBALE BARRIER
NOT TO SCALE
1 1/2" CLASS Il BITUMINOUS CONCREI.-
1 1/2" CLASS 1 BINDER COURiE
6" PROCESS GRAVEL BASE
12" SANK -RUN GRAVEL SUBBASE
3001
C
CCN
FINISHED GRADE'
0+00 1+00 2+00
SIGHTLINE SOUTH FROM ACCESS DRIVE
SCALE. • 1 " = 40' HORIZONTAL
1" = 4' VERTICAL
This drawing is the intellectual property of
Provost and RolvIfu!%7ro, Inc. Any alteration
or use of this drawing for other than the
specific purpose(s) shown hereon is
prohibited without the written permission
of Provost and Rolvero, Inc.
BITUMINOUS CONCRETE PAVEMENT
NOT TO SCALE
FILTER
FABRIC
ANGLE 10' UP SLOPE
POST FOR STABILITY AND
SELF CLEANING
3+00
DETAIL SHEET
PREPARED FOR
10
LVK LL
4w
COMPACTED 7
BACKFILL Li
SILT FENCE
NOT TO SCALE
ENGINEER DATE
REVISIONS
co M 7 rn
NOTES & FENCING
DR
raj 4 O 00 d r n
raj Maj
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M M rj M
0+00 1+00 2+00
SIGHTLINE SOUTH FROM ACCESS DRIVE
SCALE. • 1 " = 40' HORIZONTAL
1" = 4' VERTICAL
This drawing is the intellectual property of
Provost and RolvIfu!%7ro, Inc. Any alteration
or use of this drawing for other than the
specific purpose(s) shown hereon is
prohibited without the written permission
of Provost and Rolvero, Inc.
BITUMINOUS CONCRETE PAVEMENT
NOT TO SCALE
FILTER
FABRIC
ANGLE 10' UP SLOPE
POST FOR STABILITY AND
SELF CLEANING
3+00
DETAIL SHEET
PREPARED FOR
10
LVK LL
4w
COMPACTED 7
BACKFILL Li
SILT FENCE
NOT TO SCALE
ENGINEER DATE
REVISIONS
DATE DESCRIPTION
05/15/2007 ADDED NOTES & FENCING
06/06/2007 REVISED PROCESSING LOCATION
08/17/2007 SIGHT LINE
DATE: 5/09/2007 DRAWN: AMR
SCALE: AS NOTED DESIGN: NET
SHEET: 4 OF 4 CHK BY: --
DWG. No: HF23 JOB No: 073030
LEFFINGWELL ROAD & MONTVILLE ROAD
MONTVILLE, CONNECTICUT
Engineering • Sury
Qovm, Inc. -
1eying • SitePlanning
57 East Main Street, P.O. Box 191
Plainfield, Connecticut 06374
860) 230-0856 - FAX: (860) 230-0860
EMAIL: info@prorovinc.con