HomeMy WebLinkAboutSite Plan of Development/Conservation TOWN OF SOU'I # WINDSOR
INLAND WETLANDS WATERCOURSES AND CONSERVATION APEi'LICATION
APPLICATION # „:. DATE RECEIVED _
INSTRUCTIONS
1. THE APPLICATION, MAP AND PLANS MUST BE SUBMITTED IN MRITC
TOGETHER WITH THE FEE SET FORTH IN THE INLAND WETLANDS, WATERCOURSES
AND CONSERVATION REGULATIONS, TOWN OF SOUTH WINDSOR. (SEE
REGULATIONS, SECTION VII).
2. THE SOUTH WINDSOR INLAND WETLANDS, WATERCOURSES AND CONSERVATION
REGULATIONS SHOULD BE REVIEWED WITIf RESPECT TO THE STANDARDS AND
CRITERIA FOR APPLICATION EVALUATION. (SEE REGULATIONS, SE-CTIONS VU - X).
3. THE APPLICANT UNDERSTANDS THAT THIZ APPLICATION IS TO BE CONSIDERED
COMPLETE ONLY WHEN ALL INFORMATION AND DOCUMENTS REQUIRED BY THE
AGENCY HAVE BEEN SUBMITTED. THE APPLICANT SHALL ALSO COMPLETE THE
STATE FILING FORM.
A. APPLICANT'S NAME: ? a VT 0 13 V
ADDRESS: 2 550o W U i N j24 Avg . s CXO b 1
PHONE: (HOME) —(WORK) a0 - S
B. LEGAL OWNER'S NAME: 'L7A/)r Or - Tf7�I W1N1
ADDRESS: 69 64,1&aW eCAD S7mw w tNDS&L
PHONE: (HOME) (WO.RK) 860-- 64 f"441
(List additional owners, addresses, and tel Vs on back of apphcaUon
C. IF THE APPLICANT IS NOT THE OWNER OF THE SUBJECT PROPERTY, A LETTER BY
THE PROPERTY OWNER(S) AUTHORIZING TXE PROPOSED REGULATED ACTIVITY
SET FORTH IN THE APPLICATION MUST AC"OMPANY THIS FORM AND WILL BE
PART OF THE APPLICATION.
PROJECT NAME (if any) C AP 1 L t~-- MOVIKZ? 4WD SM b-
1. Contact Person (if further information is needed).
1 A-rZK SAC&� _
Phone.# (wor f`��4-,'7 -lo Fax# 940-2-I' qlq
E. THE GEOGRAPHICAL LOCATION OF THE PROPERTY WHICH IS TO BE AFFECTED BY
THE PROPOSED REGULATED ACTIVITIES INCLUDING A DESCRIPTION OF THE LAND
IN SUFFICIENT DETAIL TO ALLOW IDENTIFICATION OF THE PROPERTY ON THE
INLAND WETLAN
D
AND WATERCOURSES MAP. T
Assessor's Map #_ I _Parcel f Zolc
F. NAMES OF ALL ABUTTING PROPERTY O ERS: (Use se orate sheet if necessary) ,
L ae
�D Gm /1J G
G. HAVE YOU NOTIFIED ALL ABUTTING PROPERTY OWNERS BY CERTIFIED LETTER
THAT AN APPLICATION IS PENDING BEFORE THE AGENCY?
** (You are required to supply a copy of the letter with the list of the names of the
abutters).**
H. PURPOSE AND DESCRIPTION OF ALL PROPOSED REGULATED ACTIVITY(S)
INCLUDING AMOUNT AND TYPES OF FILL AND THE TIME ELEMENT INVOLVED:
�• Q !Z �E Tx)It bt 15 a- U5 -r
AW) l I►� I''?�c-
�' na—-S� a� >RCS
I. A ASS A-2 MAP OF THE PROPERTY DRAA TO 1" = 40', SHOWING THE-AREA TO
BE DEVELOPED, EXTENT OF THE WETLANDS AND WATERCOURSES AFFECTED,
TOPOGRAPHY, EXISTING AND PROPOSED ACTIVITIES AND NAMES j�ND LOCATIONS
OF ADJACENT PROPERTY OWNERS MUST BE SUBMITTED.
J. ACREAGE OF WETLANDS AND WATERCOURSES TO BE ALTERED: C�
K. ACREAGE OF WETLANDS AND WATERCOU1 'ES TO BE CREATED: O
L. LINEAL FEET OF PROPOSED STREAM ALTERATION: O
M. TOTAL LAND AREA OF PROJECT AND PERCENTAGE WHICH IS WETLANDS
.1srm - 0 -
7-0-
N IDENTIFY ALL OTHER PERMITS OR APPROVALS THAT HAVE BEEN I:.SUED, APPLIED
FOR, OR REQUIRED WITH RESPECT TO THE PROPOSED ACTIVITY SET FORTH IN
THIS APPLICATION. (These may included but not be limited to, local Planning & Zoning,
Zoning Board of Appeals, D.E.P., F.E.M.A., D.O.T., The Army Corps of Engineers, and any
other State, Local or Federal Permits.)/ I
C.A a1i►I 2*0M6,. ( oN G Ur 16 vtov\
V8
O. THE APPLICANT
REPRESENTATIVE) HEREBY
ATT�� THAT A
SIGN WILLB POSTED DESIGNATED THE FOLLOWING OCA ON �
u�e-, 5;- 44 10Al
b p2lr s NAME
ON OR BEFORE TH LLOWING DATE: r.)Fa «� I
SIGNATURE: '
,17HESE SIGNS MUST BE DIS AYED CONTINUOUS FOR AT LEAST TEN (10) DAYS PRIOR
O SCHEDULED MEETING ( Regulations, Section 7.3a).
r
THE UNDERSIGNED HEREBY APPLIES-FOR THE REGULATED ACTIVITIES LISTED IN
PARAGRAPH H ABOVE, FOR A INLAND WETLANDS, WATERCOURSES AND
CONSERVATION PERMIT FOR THE PROPERTY DESCRIBED HEREIN AND CONFIRMS THAT:
1. APPLICANT IS FAMILIAR WITH THE CURRENTLY EFFECTIVE INLAND WETLAND,
WATERCOURSES AND CONSERVATION REGULATIONS OF THE TOWN OF SOUTH
WINDSOR.
2. APPLICANT UNDERSTANDS THAT AT ANY TIME DURING THE REVIEW PERIOD, THE
AGENCY MAY REQUIRE THE APPLICANT TO PROVIDE MORE INFORMATION ABOUT
THE WETLANDS AND/OR WATERCOURSES IN QUESTION AND/OR ANY PROPOSED
ACTIVITY.
3. ALL INFORMATION SUBMITTED IN THE APPLICATION FOR REVIEW SHALL BE
CONSIDERED FACTUAL, OR IN THE CASE OF ANTICIPATED ACTIVITY, BINDING. A
KNOWING FAILURE OF THE APPLICANT
OR, Y OF HER/HIS
LEVELS TO PROVIDEROVIDE
CORRECT INFORMATION, OR
ACTIVITY ANTICIPATED, SHALL BE SUFFICIENT GROUNDS FOR REVOCATION OF
ANY PERMIT UNDER THESE REGULATIONS.
4. BY MAKING THIS APPLICATION, THE APPLICANT GIVES PERMISSION TO THE
INLAND WETLAND, WATERCOURSES AND CONSERVATION COMMISSION MEMBERS
AND/OR ITS REPRESENTATIVE TO ENTER THE PO:tTIONS OF THE PREMISES WHICH
ARE SUBJECT OF THE APPLICATION FOR THE PUS.POSE OF INSPECTION AND
INVESTIGATION AND OTHERWISE EVALUATING THE MERITS OF THE APPLICATION
BOTH BEFORE AND AFTER A FINAL DECISION HAS BEEN ISSUED.
Signature of Owner of Property (�;g Date -
g—n ture of p lieant- - Date _
t
V.
v v
Preston Trucking
150 Strong Road
South Windsor, CT 06074
Ralph Mosher
308 Sandstone Drive
South Windsor, CT 06074
Charles P. Clark, Jr. and
Barry Goldsher
1395 John Fitch Boulevard
South Windsor, CT 06074
i
Joseph W. Misky, Jr. and MAROUL rr
Taylor
2080 Poquonock Avenue
Windsor, CT 06095
Bank of South Windsor
1695 Ellington Avenue
South Windsor, CT 06074
A,Tr FxA vees 5. (Am t33:7xv---
06/16/1997 15:30 281-4399 STEINBERG CUCCINIELL RAGE 04
• IWA/CC APPLICATION REVIEW
Nairne ox. _ MO/t4 ,� APPL ICA'I`ICN
h
Application filed in duplicate,
Plans filed in duplicate.
Application fee(s) paid in full,
II.
The applicant's name, home and business addresses, and telephone numbers.
The owner's name (if applicant is not the owner of the property), home mid business addresses,
telephone numbers, and written consent to the proposed activity set forth in the application.
If applicant is not the owner, state intermt in the lLnd.
J The geographical location of the property which is to be affected,by the pmH aedvi
including a description of the land in sufficient devil to allow identification of the property on the
Inland Wetlands and Water Courses Map includin;, the Map and Parcel*,as shown on the Tax
AssessOt''s Map.
✓ Names of adjacent property owners.
V/ Proof that all abutting property owners have been .notified by cenifted mall that an application is
wading before the Agency.
Purpose and description of all proposed regulated activity and the time element involved.
Amount and kind of material proposed to be removed, or deposited and/or type of use.
Acreage of wetlan&t and watercourses to be altered.
-7 Acreage of wetlandsa and watesmunee.4 to be created.
/ Lineal feet of proposed stream alteration.
Total land area of project and percentage which is wetlands.
Alternatives considered by the applicant and why tue proposal to alt,,r the wetlatWs set forth in the
application was chosen.
III.
Gass A-2 map of the area to be developed, V = .40', showing the hollowing:
Designate regulated activities
~' Existing structums and property tines
Locations of existing watercourses and wetlands, ws defined in section 2.Ibb and 2.lcc and
boundaries of regulated areas defined in section 2.it. Identify the r.derenw for wat+eraaursw
and/or wetlands boundaries as shown on the map. I'he identifying numbers or other reference
syataw used in fivid doUneation sW vorify tho U;rjts as shown on Ow p4ma and shall submit a
06/16/1997 15:30 281-4399 STEINBERG CUCCINIELL PAGE 05
written report describing the findings. If the property does not COMM any wAMMurses of
wetlands this shall be noted on the PIM.
Location of 100 year flood lim
Elevations by 2 ft contours
f NatuM landscape featuros, woodland and vegetation
J Utilities existing and proposed
Layout of existing and proposed drainage systems
j Layout of existing and proposed sanitary sewers or septic systems
J Proposed open spaces
Proposed are of change where material is intended to be depositAd or removed
J Proposed grading or any earth movement anticipated
1 Percentage of impervious coverage
Disposition of stumps
Test pits on site
/ Buildable area as defined in section 2.1c; (see waiver provision in section 8.4).
Proposed detention basin, if required, sized for 100 year storm.
Proposed soil erosion prevention, sediment control and other soil oonservation treatments to be
taken showing any r eoposed sediment basin. diversion dikes, indieatirig she timing of strip ,ing Of
topsoil, when topsc.i shall be stripped, where topsoil shall be stored Fund for how long, MQ what
method of stabiliza°ion shall be used, and be in complete enmpliar= with the,guidelines expressly
set forth in Public ,xn 83-388, as amended, "An Act Concerning Sail Erasion and Sediment
Control" which am ads sections 8-2, 8-13d, and 8.25 of the General Statutes of ConnectionAt.
Projected changes in velocity, volume or Course of water floor or in the water table and their
effects.
Ili.
Additional Comments:
Steinberg Associates
ENGINEERING CONSULTANTS
2558 WHITNEY AVENUE HAMDEN,CONNECTICUT 06518
(203)281-0567
STATEMENT OF INFORMATION
TO: TOWN OF SOUTH WINDSOR
(A) INLAND WETLANDS AGENCY
(B) PLANNING AND ZONING COMMISSION
FROM: BARRY I. STEINBERG, P.E. - APPLICANT
DATE: JUNE 16, 1997
SUBJECT: NEW CAPITOL MOVING AND STORAGE
FACILITY AT 220 STRONG ROAD
PURPOSE: TO-PROVIDE DATA REQUESTED ON APPLICATIONS-
1. I am the applicant, and my professional engineering firm has
prepared all the site improvements and the building plans
attached herewith.
2 . The current owner of the property is Bank of South Windsor
at 1695 Ellington Road, South Windsor. Their agent is
Frances S. Wamester.
3 . The Capitol Moving and Storage Company of Hartford will be
purchasing this property in order to construct a new
facility for their operations. Their business includes the
moving and storage of business and residential items. The
main use of this building will be for the container storage
of property of "others" . They currently employ nine (9)
office staff and twenty-two (22) van operators and helpers.
This project will be started October 1997 and completed in
early 1998.
4 . All existing soils required to be excavated will remain on
the site and used for grading where required. This site was
previously used as a turf farm and, therefore,., has no trees
in the primary construction area.
ti
5. There are no 100 year flood lines on this property.
6. The building will be serviced by city water and sewers, as
well as natural ps and-Aihd" erground electrical and telephone
services.
7. The site has been reviewed for wetlands by Soil Scientist
Joyce G. Raabe, M.S. , for Hart Environmental Services, LLC.
A copy of her report is attached. In general, a very small
area was found to be wetlands, as shown on the accompanying
plans (in northwesterly corner of property) . There are no
watercourses on the property. All storm drainage has been
designed for on-site retention. Any run-off will flow off
property in an existing stream to the Bancroft Brook.
8. This project will conform to all the Zoning regulations of
the Town of South Windsor, except for parking. We will
provide parking now for the users requirements with reserve _
areas for expansion of the parking area in the future.
Prepared by
�<<ryfit
GpPtN Er,r•�C��i
�� •gtElgot Al GJ►
=� •w= arry Steinb rg, P.E.
BIS:dms
rw�y,".
Attachments ;�0.. . . . .
Oct
�lv���
lot h,
2 _
' H-ARTENVIRONW.N. TAT- SERVICES, LLC
one Hartland F3oulevard,Fast Hartland,Connecticut 06027-0305 (860)653-3582,: rr
SOJ.REPORT
To: Date:
Mr. Mark Gagnon G 6-17-97
Capitol.. Moving & Storage
420 Ledyard St. ProjectNameilocation:
Hartford, CT 06114
Capitol. Moving & Storage
220 Strong Road, S.Winds r
This field investigation was done in nonfrom conditions by taping many soil borings and noting
importamt natural soil properties. They are: moisture condition,horizons,thickness,color,texture,boundaries,and
presence or absence of groundwater.
Soil map units,using letter designations such as"ChB"indicate the presence of one or more soil types
within the map unit.The Information in this report is based on the examination and the interpretation of the soils
to a maximum depth of 40 niches(A and B horizons), The classification system of the National Cooperative Soil
Survey, USDA,Soil Conservation Service,was used in this repott.
Inspectuion date:..-4-97 Map used,provided by owner
Method of Identification of Map units:
Spade and Auger ,.,Deep.Pits Other:
(backhoe)
Wetland Soils: _
X Field marling(flagging) Flag numbers_W.L through jdq_
pink%& black stL 1ped Elagging
Nonwedand Soils:
7t Field identified/verified
Field Conditions:
Soil moisture at time of mapping: X Moist —Dry Wet
X_Property lines field surveyed at time of mapping Pcopeity Braes identifiable at time of mapo ng
Vegetative Type:
Wetland: Skunk cabbage ___�LNonwetland: grasses, clover
Soil Units Identified: goldenrod
X Wetland: recent alluvium associated X NonwedandVindsorl.oamy roars
with watercourse (An) sand and Windsor loamy fine
sand and Agawamfine sandy loam
Copies of detailed soil descriptions attached (A f A) (WvA) .
Soil Survey of Hartford County, Connecticut pp.68,69,109
Page,t of 2
GSI 2036533582 F . [
SOIL, REPORT
Project Nante&ocatxon:
Capitol. Moving & Storage
220 Strong Rd, S . Windsor, Ct
Comments:
4
Statement. I have reviewed, signed, and dated the map entitled Wetlands MaP, bate 6--1 E7-9 7
Scale 1 "=40 ' Plan Prepared for Capitol Movin & Stara e
220 Strong Road South Windsor _ Connecticot, Job 97 : 003 ,
Steinberg
and find that it represents substantially the soil delineation as it appears in the field.
for HART F-nvironmental Services, LLC
r�
Joyce G. babe, M.S.
Professional,Soil Scientist, SSSSNE
Nlenabe�
page 2 of 2
G$I 203.6533582 P. 05
UARTFORD COUNTY, CONNNOTIOUT
e lligli yields of alfalfa and other forage crops. The tered areas are in pp';Gture. .lost ii11f1;; ruveti f':ts�ures
can be used intensively .for cultivated crops with little; furnish fair grazing in dry seasons. ('Capability, unit
of erosion or of other damage if management is IIIw_%)
J. (Capability unlit 1--1,)
gawaln very fine sandy loans, 3 to 8 percent slopes Belgrade Series
)—Soine shall, scattered areas of this soil are rnod-
sly eroded, ao shown by their thin B horizon; othvi.s This sovle5 uuwwsts of moderately well drained, deep,
, z Adish profile. silty soils that have developed from mlaclolacustrino de-
his soil is used for the saine crops as Agawam very posits of silt and 'very fine sand., .`fie surface soil and
sandy loam, 0 to 3 percent slopes, Simple practices the upper subsoil are silt Ioam. They are underlain by
needed in clean-cultivated fiefs to control runoff, as .silt loam interbedded with very fine sandy loam and fine
'gentle slopes are en-61y eroded. Fertilization is sand, semen; lenses of silty clay loam nr`rnr ;n t,lnr+aa
tV vutaua t 811 y.W . 111alntenanCe Of tilde slid AlOtti08 111d1Cate that tile lower subsoil is saturated part
nic niatter and confxvl of erusiuli are necessary. (Cm. of Cho three. Belgrade soils occur in sma;il,fte.A,ffexorl Ara.)a
lit.y unit, I iP-1.) in the Central Lowland., Thoy aro closely associated with
cawam very fine sandy loam,8 to 15 percent slopes the Buxton, Scantic; and Wallington soils, They differ
):'This soil generally occurs in narrow strips along from the Buxton soils in being coarser textured and in
margins of the terraces. Some of it is moderately having more permeable substrata.. The Wallington soils
ed. are similar in texture but are poorly drained. Belgrade
,rt of the acreage is in forest, a.nd the rest is used for soils differ from the Ninigret sells In having a finer tea-
pasture, and cultivated crops. The soil is suitable ture.
ultivated crops if erosion is controlled and crops are 'TYpioal,p,,nf;.lo ()9Qlgrn allk
d0 alit lo ], O to 8 poroolib olotiea,
'n in nioclerat(sly long rotations, (Capability unit in pasture);
1 ) P� n (10YR 3/3)silt loam;nlodcrate,
;swam very floe sandy loam, overflow, 0 to 3 per- o o to s inches,dark-boon
medium and coarse, granular structure; friable to
Slopes (AkA)..-..This soil has duller colors1"n the B very friable.
:on than Ag;iwaixi very fine sandy loam, 0 to 3 per- J32t 8 to 16 inches,dark yellowiah-brown (10Y11.4/4)silt loam
slupes. The color ranges from dark brown (7.5 Yi't containing come organic al•:<lAa h-vat the overlying
to olive brown (2.5Y 4/4) in the u > Ca• art or t.11e horkon;very weak,coarse,eubangular blocky strue,
l P turel friable; boundsary clear.
rizon and fades as depth increases. The soil occurs Dssw 16 to 22 inches, dark grayish-brown (10YR 4/2) silt loam
to h'ral, priOR of flogs plains along the Connootiout mottlecl with grayish hroum (I.nYR, 5/9) will dprk
:tic)in scattered areas mlozi theRiver yellowish brown (10YR 4/4);very weak coarse,sub-
, g Farmingtonb angutar blocky structure;friable;boun4&ry radial,
ether large streams. It 1s associated with the A1lu- c,, 22 to 3a inches, mottled light brownish-gray (lt) �tL 6/2).
�.v'I" l.�u� l,uu k1uvwlVFvit i1rVA1C GlltLraCtel'151,Y�:5 t)j aarx 61' 1tlAA-Ui'uwil (IUYlt ri/2) and y�lowesll- �
•ll Podzolie soils. The largest area is in the town of „"`°" brown (1 YIL 5/6) silt loam interWded w•lth very
ersfieki. Ill the surface soil and subsoil, file re- fine sandy loam or very fne sand; nlodcrate, thick,
P platy structure or varved; firm to very friable,
nant textures are very fine sandy loans or light silt Co. 36 to 48 Ulehos.same tea 0,,.boriznn nxeoxif,flint.it,to n,nrn
a but some fine sandy loam is included, high y mottled and contains some reddish-brown
s soil has moderately vapid permeability, and it (5Yll.4/4) and strong-brown (7.5YIt 5/6) mottles.
high moisture-holdi,n rapacity. It responds to The texture of the surface soil is dominantly silt loam, but in
Places, it is very fine Sappy loam. In cultivated Areas, the sur-
ation ailel'other ho0 management. It is easily face soil is very park grayish brown (10YR 3/2) to brown
d and suitable for the general crops of the area. (10YR 4/8). ripe R., borNon ranges from dark yellowish browns
rly all the acreage Ilas boen Ovmred and is Used (103r1t 4/4) to brown (10YR U/8) ve ycilt,wittlt bruw:i (1e><A
y for market vegetables hay, and pasture. Some 5/6). Depth to mottling varies because the drainage ranges froua
moderately good to somewhat poor. Below depths of 2 or 2%
;e is used for tobtl,Cco, si age corn, and oilier crops. feet,the material is eetnarAily Gilt InAm intPrhrAdr%r1 until ,rotes F.ro
gelllent and fertilization 3 ould be the same as for sandy loam or very sine sand; thin lenses of silty clay loath
•aln very fine sandy loam, 0 to 3 percent slopes. occur in Dlace&
lbility unit 1-1.) The principal inclusions are small areas of the Wtil-
lingtoxi., Buxton, and Scantic soils,
vial Land Belgrade silt loam, 0 to 3 percent slopes (BaA),—This
soJI warms slowly in sprin�r because of its texture, drain-
uvial land (0 tv 0 kmiuunt olul)rs) (Am).—TI-Ils land age,and Vigil moisture-holding capacity. It erodes easily
.onsists of small, widely se )misted areas �f recent on unprotected areas because of the silty texture slid low
un1 that vary in texture and drainage. It is made infiltration capacity.
soils that vcCt.ta• I,a such un inUicate pattern that it ,A.large part of the acreage has been cleared and is used
.)t £e,mible to map them separately. These soils are mainly for slay and pasture. Small acreages are used for
of the Ondawa, Podunk, Ttuniney, and Saco se- outdoor tobacco, silage corn, vegetables, and other crops.
Most areas are cut iip by old stream channels; the This soil is well suited to hay, pasture,and silage corn and
Ill low ridges are well drained to moderately well to cabbage, cauliflower, and other Rite veggetables, It is
(1, and those in low shots 4Y-6-poorly to very poorly poorly suited to tobacco, early sweet corn, early vege-
d. The li(trrow strips of alluvium along streams tables, mild alfalfa.
; of sandy or sandy and gravelly riverwasli. For- .Fertilizer is needed to produce high yields. Some
And idle areas make iil) much of the acreage. Scat- crops also need lime. Plant nutrients are not rapidly
HA1tTkORV COV11TY, Qoa`T1-TL- 1V-tTT 1.09
hor Series The soil its inanxI in forot, or it is idle. ,Small, seat
.. . _ tered areas are used for tobacco, sweet corn, alfalfa) and
imhe Windsor series consists of very droughty sand and other crops. Heavy fertilization and irrigation are
y sand. Windsor soils have developed on nearly needed to produce good yields, (Capability unit IVs-I.)
Jel to sloping;and rolling terraces. In many places the Windsor loamy fine sand, 0 to 3 percent slopes
U material shows iliac it has been deposited or re- i YA),--This soil is very rapidly permeable and has a low
faked by rvind. Well-defined dunes occur !it areas of moisture-holding capacity. It is excessively drained and
imy fine sand. Windsor soils are mostly in the six warms very early in spring. It responds to fertilizer
wits in the northeastern corner of the county, but they when the moisture sup 1yy is-adequate:
cur also in scattered tracts lh other parts of the Central About 76 percent ofpthe acreage is-forested, idle, or
Mand. Windsor soils are associated with those of the in urban development. Tobacco and sweet coat are the
pwam said Merrimac catenas, They are similar in main crops, but some acreage is used for early vegetables,
it-are to Pen%i ood soils, but the. IR.tter are yellowish red. corn, alfala, pasture, and other crops. Alfalfa grows
Areas of�loainy fine saTid and tine sand are essentially fairly well. 'C`lIls soil is not well suited to crops,bay, and
er Of gravel. Those. of loamy coarse sand and coarse pasture because of droughtiness. A large part of the tv-
and genera-Ily have some fine gravel in the surface soil Cacao, sweet corn, and early vegetables is irrigated, If
A subsoil and from 2 to 10 percent of fine gravel in the fertilizer is applied in large quantities guod yieldo of
ibstraturn.' crops are obtained. Capability unit IIIs-1.)
Typiq tl profile (Windsor loamy coarse sand, 0 to 3 Windsor loamy Mite sand, 3 to 8 percent slopes
ercent.slopes,in cultivation) ; . MvB).--This soil absorbs water rapidly, but unprotected
.A„ 0 to 8 inches, darer yCLMV1W1[-I o,.ri (10YRR,�4) loamy slopes are subject to some water axed wind erosion.
coarse sand with a small amount of fine gravel; very r, ptvorE; of tale A.rtrAaoo is forested, idle, or 1n resi-
friable to loose, dential govelopment, Use and suitability are the same us
132, t3 to 20 taoics,brown (1.5Y..R 4/4) loa,ny coarse Band with for Windsor loamy fine sand, 0 to 3 percent slopes, (Ca-
swall atnount of line gravel. Color becomes sugimy pability unit IIIs-1.)
pater with depth. Windsor loans fine sand 8 to 16 t slopes
B„ ;10 to 1! nut;i,vn, ycIlbsvipli-bco,vn (10YR i!/6) coarse sand .�, � percent
with some gravel. (wr-rc). This ;nil ,a extremely droughty. 'Unprotected
• G -A tv 40 lneboa, ernviRh-brown (10TR 5/2) and brown slopes,are subject to wind antd•water erosion,
(J.OYR 5/3) coarse stand with a to u Imixt:+.t tine Thls bvil is largoly in gr.rrrhhy forest,or it is idle. Small
gravel, areas are used for crops and pasture. Yields are low tin-
Typical profile (Windsor loamy fine sand,.0 to 3 per- less crops are irrigated (Capability unit IVs-1.)
)ent slopes,in cultivation)
A, 0 to 8 lrtches, Clark yellowish-brown (10YR 8/4) loamy Winooski Series
satin; weu)s,, coarse, granular. ,ktructure; very
B„ 8 tv is,l}cb�co,to strove-brown MUR 5/6) loamy tine sand; This series consists of moderately well drained silty
very triable to loose. soils of the flood plains. These soils are flooded or, the
Ala' 1S to 2F inches, yellowish-brown (XOYR 5/0) sine sand; average of about once a year' but seldom durlAAg the
t' 24 to 00 inches, intermingled grayish-brown (10YR 5/2) grorvinlg season. They are associated with the Hadley
and brown (soya 5/8) wow fine,me+i;nm, and coarse soils and have'simllar texture, However, they occu y
*and. slightly lower topographic posi.t,innK and are mottled
The principal variation in the ionmy aue o.r..da iv in kortvro, m,, rlepthe vl a to 90 inches. Winooski soils differ from
4vhlch ranges from lowny Ane sand to tine sand. The smoother Podunk soils mainly in having is maser ttnturo.
areas are donpluantly loamy Ane sand, and the steeper oAes tine Typical profile Winooski silt loam, 0 to a ercent
Sand. yp p ( p
Windsor loamy coarse ;and. 0 to 3 percent slopes slopes,in cultivation) s
(WuA).- This is a droughty soil. About 75 percent of the ,A,, o to 10 hiches very dark grayish-brown (10YR 3/2) silt
acreltge is fon'esk-d, idle, art. itt urbark tlpvelopmelit. Cut_ 10arn;weak,anudium,grimular otruoture its imper few
door and shade-grown tobaccos and sweet corn are d t the aoelkes;very friable;stronly acid.
e , n l0 to 10 incites, it[Lerminglod (Ark-hrown (10YR 5/3) and
maid crops. Some aere,age is used for alfalfa, early let- dark yellowish-brown (10YR 4/4) silt Iowa; very
Luce, excel other nrnps, most areas in tobacco, sweet corn weak, medium, subangular blocky structure; very
ax.d early vrt pttlbles are irrigated and produce gtvv friable;strongly acid.
c, io tv 10 i'AOhon, ,,rprSr ,tA.rk brown (10YR 2/2) silt loam;
yiields if heavily fva-tilizecl. (,%reful Trmaiau•Gsnexab xo very friable.
n -tied to Improves and xrtaintain fertility and the supply Cab Ia k... R4 inoblgs, mnr,rled 1[4,yia11-brow- O.nvR..ri/2). dark
of organic liaa,tter. (Capl>wbility unit IIIs-1.) rayisla-brawn (iuX�lt 4Ix), and 3atixk yP.nnNisn-
rown uOYR 4 4) ant loremj rnasaivR; very friable;
indsor loamy coarse sand, 3 to 8 percent slopes C,. ag to igl acid.
ci nterbedded fine sandy loam and very fine
( uti).—Mile evil abso:ba tc atvr ,n.ritll}r, but unprnta(toed aiandy loam mottled with various shades of gray,
a as Are subject to some wind and water erosion, Use olive gray, vuva hm*,wn, cnn.t l.rnw,it very friable;
and suitability n,re the same as for Windsor loamy coarse medium acid,
sazid,0 to 13 percent Sllipeb. (Capabihtyy u.nit. M,-4-1.) Mottling vario.R conelderably In depth and intensity. Xn most
Windsor loamy coarse sand, 8 to 15 percent slopes places It Vee(u's aL dcntb,A of nhMlt 10 to e0 inobee. Rolow It
(MC).—This soil is extremely droughty. TJn retested dPnth of 80 inches, the texture of the material is slit luttm, loaw7,
yp sand, or sand that contuluo lrtyera of eoarAP. stand and gravel In
slopes are subject to wind and water erosion. places.
.`O.N N Sf4
zon 0 sou ?40
m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
�dsox•co�' AREA CODE 860/644-2511
Date: June 26, 1997
To: Barry Steinberg
2558 Whitney Avenue
Hamden, CT 06518
From: Jeffrey H. Folger
Zoning/Wetland Officer
Town of South Windsor
Re: Review of Capital Moving and Storage site plan-Plans dated 6/17/97
I have reviewed the site plans for the proposed Capital moving and Storage site plan with the following
comments:
1. Runoff calculations for the stormdrain system, and detention basin should be provided.
2. No details are given regarding the outflow structure or pipe from the proposed detention basin.
Size of the orifice, size of the pipe, composition, slope, and size of the energy dissipater should
be shown on the plans. I have some concern about the area where the stormwater will be
discharged. This small gully/wetland area is shown as Terrace Escarpment soils (Te)in the
Hartford County Soil Survey. These areas have been shown to be very susceptible to erosion
when stormwater is channeled to them, causing severe gullies and sediment impacts to
watercourses downslope. In the present condition there is a significant amount of infiltration of
stormwater that occurs on the site before reaching the northwest corner of the property. The
applicant should consider the use of infiltrators to reduce the amount of stormwater reaching
the proposed basin.
3. A construction sequence should be shown on the plans.
4. Perimeter silt fencing is proposed. The area where the major portion of the disturbance is to
occur is relatively flat, some of the silt fencing can be substituted by small earthern berms of
material onsite. This would save some of the expense of installing silt fence where there is
little likelihood of sediment migration. Also the silt fence detail shows silt fence reinforced
with steel wire. This material is costly and unnecessary at this site. Unreinforced silt fence
will be adequate.
5. Permanent and temporary seeding rates, dates, and composition should be included on the
plans.
6. A planting plan for the proposed detention basin should be submitted. The design of the
detention basin should include a biofilter that maximizes the travel time of stormwater flowing
through the system. The longer the residence time of stormwater, the more opportunity for
assimilation of nutrients and other pollutants by the plant community and allow finer sediments
to precipitate out.
7. The size and profile of the proposed rip-rap ends of the pipes entering the basin should be
included on the plans.
8. A detail and maintenance schedule for the proposed oil separator should be included on the
plans.
cc. Town Engineer
Town Planner
IWA/CC
Mark Gagnon
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
AREA CODE 860/644-2511
c'yOSO R,COCA
Date: July 8, 1997
To: Barry Steinberg
2558 Whitney Avenue
Hamden, CT 06518
From: Jeffrey H. Folger
Zoning/Wetland Officer
Town of South Windsor
Re: Review of Capital Moving and Storage site plan-Plans dated 6/30/97
I have reviewed the revised site plans for the proposed Capital moving and Storage site plan with the
following comments:
1. Proposed infiltrators associated with the roof drains should be shown on the plans.
2. No details are given regarding the outflow structure from the proposed detention basin. The
size of the energy dissipater should be shown on the plans.
3. A construction sequence should be shown on the plans.
4. Permanent and temporary seeding rates, dates, and composition should be included on the
plans.
5. A planting plan for the proposed detention basin should be submitted. The design of the
detention basin should include a biofilter that maximizes the travel time of stormwater flowing
through the system. The longer the residence time of stormwater, the more opportunity for
assimilation of nutrients and other pollutants by the plant community and allow finer sediments
to precipitate out.
6. The size of the proposed rip-rap ends of the pipes entering the basin do not appear to be sized
adequately for the proposed 30" pipes.
7. A maintenance schedule for the proposed oil separator and hooded catchbasins should be
included on the plans. A detail of the catchbasin"hood" should also be shown.
cc. Town Engineer
Town Planner
IWA/CC a y _ 7
Mark Gagnon --
Steinberg Associates
ENGINEERING CONSULTANTS
2558 WHITNEY AVENUE HAMDEN,CONNECTICUT 06518 (203)281-0567
REPORT OF INVESTIGATION
SUBJECT: CAPITOL MOVING AND STORAGE
NEW BUILDING SITE, SOUTH WINDSOR SA 97-126
PURPOSE: TEST PITS FOR DETERMINING SUBSOIL CONDITIONS
DATE OF
. TEST.PITS: JULY 8, 1997
WITNESSED BY: TOWN OF SOUTH WINDSOR: JEFFREY H. FOLGER
CAPITOL MOVING: BARRY I. STEINBERG, P.E.
MARK GAGNON
Eight' (8)- test pits were dug at 220 Strong Road, the site of the
proposed building. The soil types were similar for all the pits
as follows:
0 ' to 1.41t Topsoil
1.4 ' to 6. 51,t Brown, medium to fine sand
6. 5 ' to 8. 011 Grayish-brown medium to coarse sand
The data for each respective test pit is as follows:
TLCNo 1 2 3 4 5 6 7 8
. .Elevation
Top of Ground 71. 0 72.5 72. 0 72. 1 71.5 71. 1 70.8 71. 0
Groundwater (ft. ) 5. 0 ' 7. 5' 8.0 ' 8. 0 ' 7.8 ' 8 . 3 ' 7. 0 ' 5. 0 '
Respectfully prepared by,
i
Barry I. Steinberg, P.E.
BIS:dms
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m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
soe•ca� AREA CODE 860/644-2511
CERTIFIED MAIL
July 18, 1997
Barry I. Steinberg
2558 Whitney Avenue
Hamden, CT 06518
Dear Mr. Steinberg:
Re: Appl #97-45P, Capitol Moving 8v Storage Company
At the July 16, 1997 regular meeting, the Inland Wetlands Agency/Conservation
Commission approved appl #97-45P, Conservation Plan Approval for the construction of an
45,000 sq. ft. commercial building with associated storm water drainage system for on-site
disposal with erosion control measures on property located on the corner of Route 5 and
Strong Road, I zone as shown on plans prepared by Steinberg Associates, Drawing No. SP-3
and revised through July 9, 1997. This approval is subject to the following conditions: -
1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must
be submitted to this Commission. This must be completed within 65 days of approval
prior to any construction activity on the site.
2. Construction activities and design of infiltration system shall be subject to the approval
of the Town Engineer.
3. The application shall indemnify and hold harmless the Town of South Windsor against
any liability which might result from the proposed operation or use.
4. The permit is valid for five years and shall expire on July 16, 2002. It has been
IWA/CC's policy to notify landowner(s)/applicant(s) of expiring wetland permits.
However, it is the landowner(s)/applicant(s) responsibility to track expiration dates and
notify the Commission of a renewal request at least 65 days prior to expiration.
5. All approvals required must be obtained and submitted prior to any activity on the site.
6. A contact person shall be identified on the plans.
7. We recommend a bond is the amount of$2,000 to be submitted to the Planning &
Zoning Commission to ensure compliance with the Erosion and Sedimentation Control
Measures.
8. The installation of the leaching galleries shall be under the supervision of the Design
Engineer.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Eliaab th A. Warren Chairman
EAW/pmm
Cc: Chief Building Official
Planning & Zoning Commission
Town Engineer
Mark Gagnon (fax #241-7999
Orlando Annulli
and Sons, Inc.
18 January 2000
John Collins
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Via: Facsimile 860.644.3781 and U.S.P.S.
Reference: Capitol Moving& Storage
220 Strong Road
Dear John:
In response to your 1/12/2000 letter, the expansion of the detention basin was completed a
few weeks ago.-I believe this was the only item holding up the permanent Certificate of
Occupancy.-
Please schedule a final inspection.
Sincerely,
OR DO ANNULLI AND SONS, INC.
Luz Ann'u
President
LA/es
c: M. Gagnon
File 1621
147 Hale Road P.O.Box 610 Manchester, CT 06045-0610 • Telephone 860.644.2427 • Facsimile 860.644.6505
��o•NN Sf,`�
F Town 0-P soutA ?d&U&01t
9 ` 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
�rtiosoR.co �w AREA CODE 860/644-2511
August 8, 2000
Mr. Richard Gagnon
Capitol Moving & Storage Co, Inc.
420 Ledyard Street
Hartford, CT 06114
Dear Mr. Gagnon:
Re: Appl #97-45P, Capitol Moving & Storage IWA/CC bond
This is to advise you that the Planning and Zoning Commission voted on August 1, 2000, to
release the IWA/CC bond for the above-referenced project in the amount of $2,000.
Advance arrangements should be made to pick up the bond to ensure that the necessary
contact person(s) will be available. If you have any further questions contact the Planning
Department at 644-2511, ext. 252. Thank you.
Sincerely,
Walter J. Mealy, Chairman
Planning and Zoning Commission
cc: Town Engineer
Enclosure - bond
i
CAM L�
Dear Property Owner:
Re: New Building for
Capitol Moving and Storage
220 Strong Road
South Windsor, CT
In accordance with Section 7. 3b of the "Town of South Windsor
Inland Wetlands, Watercourses, and Conservation Regulations" , we
are required to notify you that an application has been filed on
the property abutting yours and is subject to a hearing by the
Inland Wetlands Agency/Conservation Commission. The application
and plans are -on file with the South Windsor Planning Department.
As an abutting property owner you are invited to the hearing to
ask questions and/or give comments; however, you are not required
to attend. You may also submit written comments regarding the
application prior to the hearing is you so desire. For further
information ro-garding the specific date this will be- heard.—
please contact Phyllis Mann, Recording Secretary or Jeff Folger,
the Zoning/Wetlands Enforcement Officer at the Planning
Department, 644-2511, ext. 253 .
Sincerely,
Barry I. Steinberg, P.E. (Agent)
Steinberg Associates
2558 Whitney Avenue, Suite 201
Hamden, CT 06518
(203) 281-0567
BIS:dms
A
puTT i N g::�
v v
Preston Trucking
150 Strong Road
South Windsor, CT 06074
I
Ralph Mosher
308 Sandstone Drive
South Windsor, CT 06074
Charles P. Clark, Jr. and
Barry Goldsher
1395 John Fitch Boulevard
South Windsor, CT 06074
Joseph W. Misky, Jr. and MAF?5ALLL
Taylor
2080 Poquonock Avenue
Windsor, CT 06095
Bank of South Windsor
1695 Ellington Avenue
South Windsor, CT 06074
A7Tc FFgve6s 5. t53;Tav-,-