HomeMy WebLinkAboutSubdiv-Conservation (2) NOV 4 198
TOWN OF SOUTH WINDSOR
INLAND WETLANDS AND WATER COURSES
APPLICATION
INLAND WETLANDS AGENCY ACTION THIS APPLICATION SHALL BE RECEIVED BY THE
INLAND WETLANDS AGENCY AT THE REGULAR-
LY SCHEDULED MEETING ON THE SECOND MON-
APPLICATION NO. DAY OF THE MONTH AT THE TOWN HALL.
RECEIVED DATE_ ��l/)4IS3 THIS APPLICATION MUST BE FILED IN TRIPLICATE
AT THE OFFICE OF THE TOWN CLERK TOWN OF
PUBLIC HEARING DATE SOUTH WINDSOR, AT LEAST TEN DAYS PRIOR TO
(if necessary}COMPLETED APPLICATION THE REGULAR MEETING DATE.
PERMIT GRANTED DATE- ��fi �� A SET OF PLANS MUST BE SUBMITTED TO THE
TOWN ENGINEER AT LEAST TEN DAYS PRIOR TO
PERMIT DENIED DATE THE REGULAR MEETING DATE.
PLEASE PRINT.
1. APPLICANT T & M Building Co. Incr,EL. NO. 527-0749
ADDRESS P.O. Box 86 CITY & STATE Torrington, Ct.06790
2. OWNER T & M Building Co.Inc TEL. NO. 527-0749
ADDRESS P.O. Be* 86 CITY & STATE Torrington, Ct. 06790
3. LOCATION OF PROPERTY South of Dart Hill Road; West of Cadbury.
". NAMES OF ADJACENT PROPERTY OWNERS
NIF U & R Housing Corporation
NIF T & M Building Corporation
NIF Milton Sorokin, et a1
NIF Lucille M. Bouffard
NIF John J. Bimonte et al
STATE CLEARLY AND BRIEFLY
5. PURPOSES AND DESCRIPTION OF THE PROPOSED ACTIVITY,AND THE TIME ELEMENT INVOLVED:
Drainage and site improvements for Phase III of Country View Estates
Open Space Subdivision. Estimated -construction time six (6) months.
ATTENTION: THE APPLICANT UNDERSTANDS THAT THIS APPLICATION IS TO BE CONSIDERED
COMPLETE ONLY WHEN ALL INFORMATION & DOCUMENTS REQUIRED BY THE
AGENCY HAVE BEEN SUBMITTED.
APPROVAL MAY ALSO BE NECESSARY FROM THE PLANNING AND ZONING COM-
MISSION.
M-T.O-Ii -A,re'.rePjG*A-4; Tfi-4EGA&-AR-MCzET4t+
AN APPLICATION FEE IS REQUIRED. CONSULT THE REGULATIONS.
A SIGN IS REQUIRED. CONSULT THE REGULATIONS.
SIGNED:
(Applicant)
Revi s e d__9/20/82
PLAN FOR CONTROL OF
EROSION, SILTATION AND SURFACE RUNOFF
DURING CONSTRUCTION OF
COUNTRY VIEW ESTATES SUBDIVISION
PHASE II
SOUTH WINDSOR, CONNECTICUT
FEBRUARY 1983
A. R. LOMBARDI ASSOCIATES, INC.
2 S TERRACE DRIVE
VERNON, CONNECTICUT 06066
Telephone No . 872-2703
The following is a plan for control of erosion and sedimentation
during the development of phase II of this subdivision. Reference
should be made to the Subdivision Plans, in particular the Erosion and
Sedimentation Control Plan and detail sheets showing the designs and
locations of the proposed facilities. The proposed stormwater drain-
age facilities are discussed in the attached "Drainage Design
Statement".
DIRE EMERGENCY SPILLWAY, OUTLET
Staked haybales will be placed immediately downhill of the areas
where the emergency spillway and the three outlet pipes are to be
constructed. Drainage will be maintained through the existing outlet
pipe. Material excavated from the existing dike for construction of
the spillway and the outlet pipes will be stockpiled to the east of
the dike. A line of staked haybales will be placed along the downhill
side of this stockpile. The stockpile will be seeded or heavily
mulched. Gravel sub-base and rip-rap will be placed in the emergency
spillway immediately following excavation.- Similarly, placement of
the three outlet pipes, backfilling and placement of gravel and rip-
rap will be done immediately after. excavation for the pipes. Rip-rap
will be placed at both the inlet and discharge ends of the outlet
pipes.
Haybales will be placed downhill of areas where trees are to be
• removed from the back of the existing dike. These areas will be loamed
and seeded or heavily mulched following tree removal.
DETENTION POND EXCAVATION AREA
Material excavated from this site will be stockpiled to the east
of the pond, and staked haybales placed along the downhill side of
this stockpile. The stockpile will also be seeded or heavily mulched.
ROADWAY NEAR LOTS 46-50
Because of the relatively steep slope in this area, an interceptor
dike and level spreader will be constructed in the roadway near
the cul-de-sac as shown on the Erosion and Sedimentation Control Plan.
The temporary dike and level spreader will be constructed parallel to
grade.
Staked haybales will be placed on the downhill sides of Lots 46
and 50, and on the uphill aide of the cul-de-sac as shown. Staked
haybales will also be placed in other areas of Lots 46 - 50 where
necessary to control erosion and especially to prevent deposition of
sediments in the adjacent wetlands.
Jute netting will be placed on disturbed areas of steep slopes,
particularly on Lots 48 and 49 where steeply graded to the cul-de-sac,
following seeding. This netting will remain in place until vegetation
has been established.
z Runoff from downspouts and driveways from Lots 44 through 48 will
be directed into the stormwater drainage system and away from the
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adjacent wetlands area.
MAIN STORMWATER TRUNK LINE
A grass-lined ditch will be constructed on the north side of Dart
Hill Road to route stormwater into the new 54" trunk line. This ditch
will be loamed and seeded immediately following excavation. Rip-rap
will be placed around the area of the pipe inlet. A baled hay check
dam also will be placed at the inlet to the pipe.
Throughout construction of the 54"/60" trunk line, excavated
material will be replaced in the trench as installation of the pipe
progresses. No more than two pipe sections will be left exposed at
the end of any work day. Construction of this line will proceed as
rapidly as is practicable, and the backfilled trench will be graded -
and seeded with quick growing cover or heavily mulched as required.
Any extra excavated material from the trench will be used for fill
material, and graded and seeded or mulched.
The outlet of the 60" pipe will have a flared culvert end, and
rip-rap will be placed all around the area of the outlet. Three baled
hay check dams will be placed in the grass-lined channel leading from
the pipe to the detention pond as shown on the plan. The channel
itself will be loamed and seeded with quick growing cover immediately
after construction.
OTHER STORM DRAINAGE STRUCTURES
Construction of the new 18" drainage pipe designed to discharge to
the south and of the detention pond will_ proceed as rapidly as is
practicable. The trench will be backfilled with excavated material as
construction progresses, and the backfilled trench will be graded and
seeded or heavily mulched as required. Any excess material excavated
from the trench will be used as fill, graded, and seeded or mulched.
The discharge end of this pipe will be a flared culvert end and rip-
rap will be placed in the discharge area.
All inlets and catch basins will be raised and surrounded by
staked haybales to limit intrusion of sediment into the storm drainage
system.
HOUSE CONSTRUCTION
Disturbed areas will be minimum practical for the size and site of
the building. After the foundation is in place the area will be rough
graded and seeded with a temporary cover.
Surface waters flowing to the disturbed area shall be diverted to
flow over undisturbed soil.
Lopcations where flow from the undisturbed area concentrates shall
be stablized by seeding and mulching. Baled hay erosion checks shall
be installed if necessary.
f Specific plans will be-varied to suit lot conditions.
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Staked _ haybales will be placed along the rear of lots 32-39, 41
and 42.
SEEDING
Where cut slopes exceed 3 feet in height, they will be seeded for
permanent cover (season permitting) or heavily mulched immediately
after excavation. Permanent seeding will be done at the earliest
possible date.
Fill slopes will be topsoiled and seeded immediately after
construction and shall be protected with hay mulch.
As the binder course of pavement is placed, adjacent cut or fill
slopes and disturbed areas shall be topsoiled and seeded to permanent
cover as soon as possible.
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DRAINAGE DESIGN STATEMENT
PROPOSED COUNTRY VIEW ESTATES
SUBDIVISION, PHASE II
T $ M BUILDING COMPANY
SOUTH WINDSOR, CONNECTICUT
FEBRUARY 1983
REVISED MARCH 8, 1983
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A. R. LOMBARDI ASSOCIATES, INC.
25 TERRACE DRIVE
VERNON, CONNECTICUT 06066
Telephone No. 872 -2703
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TABLE OF CONTENTS
Page
I INTRODUCTION 1
a
II DRAINAGE DESIGN PROCEDURE 1
III DESIGN CRITERIA 2
'3
IV DETENTION BASIN DESIGN 2
t
TABLES
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I SUMMARY OF ESTIMATED FLOWS 3
I. INTRODUCTION
The T & M Building Company of Torrington, Connecticut has proposed the
second Phase of an Open Space Subdivision on a parcel of land lying to the
south of Dart Hill Road and to the west of Avery Street as shown on the
subdivision plans. This "Drainage Design Statement" summarizes the proced—
ures and criteria which were used in the design of the proposed drainage
facilities.
The main features of the proposed Phase II development consist of 40
residential lots, approximately 2,350 ft. of roadway, a stormwater detention
basin, and designated open space areas.
The drainage from Phase II of the proposed subdivision flows into the
area designated as Open Space. The drainage through the open space leaves
the site at the southwest corner of the subdivision into an unnamed stream
tributary to Avery Brook.
The proposed storm water collection system for Phase II consists of
storm sewers and diversion swales which intercept and direct stormwater
runoff into a storm water detention pond. The storm water collection system
is designed to moderate flows during storms of 2, 10, 25, and 100 year
frequencies.
II. DRAINAGE DESIGN PROCEDURE
The design procedure was carried out in four basic stepst
a) Assessment and analysis of existing and proposed drainage area
tributary to the collection system and detention basin.
b) Design of a stormwater collection system to collect and carry
runoff from tributary areas to the detention basin.
c) Design of a stormwater detention basin to minimize potential
flows downstream with as wide a range of recurrence frequency,
duration, and character as practicable without the use of
operator—controlled outlet works.
d) Design of an emergency overflow spillway to pass a possible major
flood of 100 year frequency of occurence in excess of the maximum
that would be passed through the normal detention basin outlet in
as safe a manner as practicable.
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III. DESIGN CRITERIA
a) Stormwater inlets and collection facilities draining subareas
within the Phase II developmenmt area including swales, inlets
and smaller diameter piping were designed to carry flows with
recurrence frequencies of 10 years. Determination of inlet flows
and pipe capacties were based on inlet and gutter flow analysis
procedures contained in the Connecticut Department of
Transportation (D.O.T.) Highway Drainage Manuals.
b) The main trunk line crossing Dart Hill Road was designed to
carry estimated flows with recurrence frequencies of 50 years.
c) The detention pond was designed to reduce anticipated flows at
its outlet to levels equal to or less than the estimated flows
that occurred under natural conditions, which existed prior to
agricultural development of this land$ for recurrence frequencies
ranging up to 100 years and with storm durations of up to 24
hours. The Soil Conservation Service tabular method contained in
SCS publication "Urban Hydrology for Small Watersheds (TR-55)"
along with National Weather Service (NWS) precipitation data for
storms of various durations was used in the inflow hydrograph
analysis and reservoir routing computations in the detention
• basin design as well as determining flood flows to be passed by
the emergency spillway.
d) The emergency spillway was designed to satisfy Corps of Engineers
National Dam Safety Inspection Program Criteria. The dam is
classified as small with a "low" hasard. The recommended spillway
design flood is 50 to 100 year frequency. The range of
flows that the spillway was designed to be capable of safely
passing are those with recurrence frequencies of up to 100 years.
IV. DETENTION BASIN DESIGN
The existing irrigation pond located in the westerly portion of the
subdivision will be converted into a detention pond. The normal water surface
elevation in the pond is between elevation 320 and 321 during the winter
months when the pond is not in use. When used for irrigation, the pond is
f allowed to fill during the spring and spills over the depressed area at the
eastern end of the dike. During the summer months stop logs are used to
block the outlet and water is pumped into the pond from a nearby well.
* Corps of Engineer Preliminary Guidance for Recommending
' Mamimum Probable Discharges in Phase I Investigations.
2
3
The results of the analysis indicate that the following improvements
to the irrigation pond are required in order to optimize its use as a
stormwater detention ponds
- modify the existing outlet pipe to a notched wier outlet
structure with a 37' wide rip-rap spillway
- marginally increase the storage capacity
- remove tree growth from the embankment and regrade where
necessary to maintain 3:1 slope
The emergency spillway crest elevation was set at elevation 324.00 and
the top of the embankment at elevation 326.00. Based on the above elev-
ations, it was found that the proposed detention basin is capable of detain-
ing a 100 year 24-hour design flow with a maximum outflow of 178 CFS.
_ (representing the same flow as would result from "natural" original
conditions).
All storms up to the 100 year, 24 hour design storm are detained by the
detention basin so that the outflow is either less than or equal to the
outflow which would have occured under natural conditions.
Table I below summarizes the estimated flows entering and being
{ discharged from the proposed detention basin.
TABLE I
SUMMARY OF ESTIMATED FLOWS
STORM NATURAL FULLY DEVELOPED ITIONS
FREQUENCY OUTFLOW RUNOFF INFLOW FSOY MAX. STORAGE MAX. Mffl
(yrs) (cfs) (ins) (cfs) (cfs) (acrs-ft)
1' 24 0.5 66 17 3.0 322.4t
't 2 44 1.5 104 30 4.5 323.0t
10 99 2.9 200 73 8.0 324.2t
25 116 3.3 230 93 8.9 324.5t
100 177 4.7 _ 324 178 10.9 325.0f
All flows based on 24-hour storm using SCS Tabular Method, Ref. TR-55
3
The area of excavaton required for storage is limited to the eastern
edge of the pond which presently has grass and brush groundcover. The
wooded areas west and north of the pond will not be `disturbed except for a
grassed lined channel into the northerly end of the detention basin.
Soil borings taken along the center lineof the existing embankment
indicate that the embankment is made of medium fine sand with traces of
silt. An embankment of this type is classified as "Homogenious" based upon
citeria contained .in the Bureau of Reclamation Publication "Design of Small
Dams".This type of embankment requires a slope not to exceed 3:1 and a top
width of 14' as shown on the plans. Due to the relatively small head behind
the embankment and infrequent filling of the water, well draining materials
on the site may be used to fill in any slopes of the dike. All fill mater-
ial must have a maximum of 10% by weight passing the No. 200 sieve to
protect against sloughing during rapid drawdown. All brush and trees and
roots are to be removed from the embankment prior to regrading. The slopes
of the embankment shall have 6" of top soil and be fertilized and seeded.
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REQUEST FOR REDEFINITION OF INLAND WETLANDS BOUNDARY
Re: T & M Building Co.
Phase II, Country View Estates
The referenced property was field inspected by Soil Science
Services of Cheshire, Connecticut with the goal of accurately
establishing the location of existing wetlands soil on the site .
A copy of the Soil Report prepared by Soil Scientist Thomas Pietras
which .describes the soil types .identified in his investigation
is enclosed. The wetlands boundary identified in this investiga-
.tion is also plotted on the enclosed Inland Wetlands Activity Map.
The original Town of South Windsor Inland wetlands boundary
was derived from the Soil Survey of Hartford County . This soil
survey is based on fieldwork completed by the Soil Conservation
Service In the 1950's. The survey was plotted on a scale of l inch
= 1667 feet and therefore does not represent a detailed study of
the entire county. Greater accuracy in precisely locating soil
types at a given site can often be obtained by more detailed Inves-
tigation . Soil Science Services was therefore contracted to make
an updated evaluation of the site 's soil types and the inland wet-
lands boundary . This detailed site Investigation was plotted on a
scale of 1 inch -200 feet, providing a more accurate, up to date
characterization of the site.
The Town of South Windsor Inland Wetlands Agency is there-
fore requested to redefine the inland wetlands boundary in the
area of the proposed subdivision as that plotted from the field
investigation of Soil Science Services.
SOIL REPORT continued
PRMCT TITLE: T & M Building Company Property; Dart Hill Roadq South
indsor, Connecticut
MAPSIPLANS TRANSMITTED TO CLIENT
QX Sketch location of Wetlands and other Soil Types.
None
NUMBERING SEQUENCE OF WETLAND BOUNDARY LINE MARKERS
I thru 18
SUMMARY SOIL DESCRIPTIONS
WETLAND SOILS
Walpole loam (We) . This is a poorly drained, moderately coarse to
medium textured soilthat formed in sandy and gravelly deposits on
outwash plains.
Scarboro loam (Se) . This is a very poorly drained, moderately
coarse textured soil that formed in stratified deposits of sand
and gravel on outwash plains.
NONWETLAND SOILS
Chesire fine sandy loam (Cs) . This is a deep, well drained,
moderately coarse textured, friable .glacial till soil.
Watchaug fine sandy loam (Wg) . This is a moderately well drained,
moderately coarse textured, friable glacial till soil.
Narragansett silt loam (Na) . This is a deep, well drained, medium
textured, friable glacial till soil.
Wapping silt loam (We) . This is a moderately well drained, medium
textured, friable glacial till soil.
For further information about the soils , refer to Soil Survey,
Hartford County, Connecticut.
SOIL SCIENCE SERVICES 968 Coleman Road, Cheshire, Connecticut 06410
SOIL REPORT
TO: A. R. Lombardi Ass. , Inc. SSSJobNo. 83-12-CT-SWI-1
25 Terrace Drive Client Job No.
Vernon, Connecticut 06066 Site Inspection Date - -
PROJECT TITLE AND LOCATION T & M Building Company Property; Dart Hill
_ Road, South Windsor, Connecticut
PROJECT DESCRIPTION:Inland wetland identification and classification of soils
METHOD FOR IDENTIFICATION OF MAP UNITS
Wetlands
® Field marking(flagging)for survey.
® Field plotting on Topographic Map , sue; I :40 contour: 2 ft.
Field plotting on aerial photography.
Non Wetland Soils
® High intensity field identification by Soil Scientist.
Medium intensity identification from USDA, Soil Conservation Service Soil Maps.
METHOD OF SOIL IDENTIFICATION SOIL MOISUTRE CONDITION
0 Spade and Auger Dry 0 Frozen
Deep test pits(backhoe) Moist Snow
❑ Other ❑ Wet
The classification system of the National Cooperative Soil Survey,USDA,Soil Conservation Service and the
County Identification Legend were used in this investigation. The investigation was conducted by the
undersigned Certified Soil Scientist.
RECEIV
ED
Respectively submitted by
SOIL SCIENCE SERVICES FEB 4 Approved by
Soil Scientist Kenneth C. Stevens,Jr.
Principal Soil Scientist
See attached page(s)
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October 24, 109
':'etland-s Co:r:lissi on
Tot.,r_ 'Hall.
South �.'lnd sor, CT'`
":.ttn: llrs. Susan Earle
Dear "rs. Suszan Earle,
Enclosed please find the 4'iec'. for Fifteen Dollars (7115.00) for
the extension fee of our wetlands approval for Prase III of CQa.tr:,T
Viet., Estates located in South ''indsor.
Yours truly,
T U Al Euildin.c,; Co., Inc.
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Pres dent
,T/dpc
T& M HOMES • BOX 86 • TORRINGTON, CONNECTICUT 06790 • PHONE: 489-9229
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7-0-irl"W 0_/?Soa A �
w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
f�dsoR.Co� AREA CODE 203/644-2511
M E M O R A N D U M November 14, 1983
TO: Constance Eriksson, Chairperson, Inland/Wetlands Agency
RE: SOUTH W12MSOR INLAND/WETLANDS AGENDA
REGULAR MEETING -- NOVEMBER 14, 1983
ENGINEERING REVIEW C01N1MENTS
ITEM (Application No. 259)
No Comment
ITEM 6 (Application No. 260)
A grass-lined swale is proposed between the existing detention area and
the proposed 60 inch diameter pipe outlet south of Paper Chase within
the regulated wetlands.
Engineering comments are as follows:
1) The 60 inch pipe as shown discharges into the swale on angle.
Scouring of the side of the swale will be a problem. Either the
pipe, the swale, or both, should be re-aligned to eliminate scour.
2) The 60 inch outlet should be a flared end anchored in place.
3) The first ±35 feet of the swale at the pipe outlet should be rip-rapped
to reduce erosion. The rip-rap should be installed to the top of the
banks.
4) A detail of the timber check dams should be shown on the plans.
5) Provisions should be taken for cleaning and repair of the timber
check dams during construction.
6) Special provisions should be taken at the point where the swale enters
the detention area to minimize sedimentation in the pond; i.e. , plunge
pool, etc.
ITEM 7 (Application No. .A9)
The drywell with 8 inch diameter overflow drainage outfall between Lots
#.14 and #15 is acceptable. The drainage area is approximately 1.5 acres.
The water that runs through the 8 inch overflow will be minimal and will
have a negligible impact on the wetlands.
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Memorandum
To: C. Eriksson, Chairperson, Inland/Wetlands Agency
Re: South Windsor Inland/Wetlands Agenda
Regular Meeting--Nov. 14, 1983
Engineering Review Comments
ITEM 8 (Application #261)
1) A substantial amount of fill is proposed for Lots #17 and #18 on
Rockledge Drive. Haybales have been shown at the toe of the fill
slope to minimize sedimentation per staff request.
2) The detention basin as shown south of Garnet Lane at Lot #34 is
approximate. The final size, shape, and location will be determined
at a future date based on actual field conditions.
ITEM 9 (Application #252)
1) The revised parking as shown allows for minimal impact on the
wooded area and wetlands.
2) The number of spaces shown will require a variance for reducing
the required parking by the Planning and Zoning Commission.
Robe t A s ault
Director f Public Works
PA.bw
cc: Peter DeMallie, Director of Planning
A. Bowen Davies, Deputy Town Engineer
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
j►bSOR Cod AREA CODE 203/644-2511
November 15, 1983
T. & M. Building Company
P. 0. Box 86
Torrington, Connecticut 06790
CERTIFIED MAIL
ATTENTION: Abraham Temkin, President
Dear Sir:
At the November 14, 1983 meeting, the South Windsor Inland WEtlands
Agency approved with conditions your Application NO. 260 for drainage
and site improvements for Phase III of Country View Estates located
South of Dart Hill Road; West of Cadbury,. South Windsor, Connecticut.
The permit is based on the plans entitled"Country View Estates,
South Windsor, Connecticut, Phase III," dated November, 1983, sheets 1
through 12 of 12, drawn by A. R. Lombardi Associates, Inc.
The following conditions must be adhered to for this permit to be
valid:
1. A Conservation Plan including erosion and sedimentation control
measures shall be submitted to and approved by the Conservation
Commission prior to any construction.
2. This proposal is subject to the approval of the Town Engineer.
3. The applicant shall indemnify and hold harmless the Town of
South Windsor against anyliability which might result from
the proposed operation or use.
4. The permit is valid for one year and shall expire if not
SOWN S f,`
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1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 l
OR•C�ar AREA CODE 203/644-2511 .` I
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November 20, 1984
Mr. Abraham Temkin, President
T & X Building Company
P.O. Box 86
Torrington, Connecticut 06790 CERTIFIED NAIL
RE: APPLICATION NO. 260
South of Dart Hill Road, West of Cadbury
Country View Estate - Phase III
Dear Nr. Temkin:
At the November 19, 1984 meeting the South Windsor Inland Wetlands
Agency approved a one year extension for your Application No. 260 for
property located South of Dart Hill Road, West of Cadbury Road. The
- extension becomes effective November 14, 1984 (the expiration date of'the
' original permit) through November 14, 1985.
Very truly yours,
Constance Eriksson, Chairman
INLAND WETLANDS AGENCY
CE/se TOWN OF SOUTH WINDSOR
cc: Wm. E. Grace, Esq
Edward Waltman, A. R. Lombardi Associates, Inc.
A. B. Davies, Deputy Town Engineer
Robert Gilligan, Chairman PZC
Thomas D'Auria, Building Official
Peter Dera,llie, Director of Planning
Jacqueline J. Smith, Town Clerk