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Topographic Ran ........................................
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Landscape Man ....................................
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Soil Erosion & Sediment Con'trd Notes .................
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Detail Sheet -............................................
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LOCAMN MAP
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J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
.... 1 SHOHAMJ ROAD �
- EASE' ANDSOR, CONNEO�VCU`u 03003 v SOUTH WINDSOFZ
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Bettylou Guastamachio Wasyl & Sharon M. Szestakow Gary C. & Leslie M. Lee
15' SAN. SEWER EASMENT
IN FAVOR OF THE TOWN -
OF SOUTH WINDSOR
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WATER EASEMENT IN FAVOR OF
CONNECTICUT WATER COMPANY
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� 03^oY TELEPHONE (EEO) 644-252I
February 13, 2003
Cettifled 4700016700M775520351
J.R. Russo & Associate
Attn: Jay Unety
1 Shoham Road
East Windsor. CT 06088
RE: A.ppl. # 43-03 W - Charbonneau Site - westerly of Sandra 13rive, (hsse.Rser'a Map
496, pareela 460 & 63 )1 zone
1.3ear Mr. I Irsery:
At the Febnutry 5, 2003 regular meeting, the Leland Wetlands Agency/Conservation Commission
approved application W3-01 W -- Charbonneau Site - Sandra Ll ive - Wand
1tiMlandlConservation Comrnireion application for the construction of a 20,4,N) sq. N. industrial
building, parking, stomweer struetures and associato improvements on propetd , located
s < westerly n£ Sandra fl:iv'e A.ases-nets iVla #96parcels tifi0 & 61 I Indus ial
y C P ),
tr zone. This
cpproval is subject to the following conditions:
1. One bluenrint copy of the entire set of plats and this letter- reproduced thereon, must be
submitted to this Cenur,ission. Tids must be deampleted within 65 days of approval prior
to any construction activity on the site. Plans sttbrnitted to Planning & Zoning
Commission shall be considered having met this requirement.
22. The application shall indemnify and hold harmless the Town of South Windsor against
any liability, which mip;bt result from the proposed operation or use.
3. The permit is valid for five,ye,ars and shall expire on February 5, 2008. It is the
landowner(s)iapplicaait(s) responsibility to track expiration dates and notify the
Commission of a rene'rai roTuest at least 65 days prior to expiration.
4. All approvals requbed mwt be obtained and submitted prior to any activity on the site.
S. A contact person shalt be identifiml on the plans.
6. Type 11 sediment chamber be replaced ,with a type of'sediment/pollutant removal
chamber as approved by Town wetland staff,
Charbonneau Site
February 13, 2003
Page 2.
7. A drainage easement at Ieast 30' wide to be granuxl ,floni the outfall pipe- to the property
litre in faror of She Town.
8. Current conditions of the downstream channel and surrounding arms be documented and
three-year checks on the stability of the coconut logs be made.
9. Stormwater treatmcnu unit to be cleaned according to speif calions.
10. Construction fence to be installed at the limits of clearing.
It Fill from the wethtud area to be reruoved prior to any additional work on the site.
13. Tome staff will evaluate plantings for the wedland disturbance area,
14. May mulcb to be applied on the eruire site to stabilize soil surface.
15. We recommend a bond in the amount of S25,000 be srrbmitteid to the Planning & 7.orring
Commission to ensure strear: bank stabilization.
16, We recommend a bond in the amount ofS5,Ml be submitted to the Plamring Pz Z..oning
a i
Commission to ensure cam 1Fanc, ,t h the Eroaien and Sedimentation o ra
P
. nl:o. h£eas�r,..
Very truly yours,
INLkND',i&:TLANL)S AGENCY/
CONSERVATION COMA41SSION
Elizabeth A. Warren, Chairperson
Ew:dr
cc: Chiel'BuildirgOPiciat
Town Engineer
Mr. Andre Charbonneau
Attnmev Ralph aJeXand^_r
,� a�.;\
\'s , 1540 SULLIVAN AVENUE e SOUTH 01INDSOE. CT 06074
f ••
~�t,LtcgY TELEPHONE i860', 644-2511
CF."RTIFEM t IAR.
September 16, 2002
Andre L. Charbonneau
125 Edwin Road
Soudt',ru'indsor, CT 06074
Re: Appi 002-37P, Charbonnea::. Sandra Dnvo Lots 6&7
Dear Mr. Charbonneau.
We are pleased to advise you that the Planning & Zoning f ommi.<.sion voted or, September 10, 2002 to approve.
� t
the move r.,..,rer:ced application f-nr a Site Plan of L?e.'eloprnent. This approval is for the construction of a
20,400 sq fl facility on property located on the southerly end of Sandra Drive. l Zone, as shown on plans
prepared by J.R. Russo,. Job No. 2002-024, dated August 12, 2002, as revised. 'Phis approval is subject to the
following modifications:
I. Prior to commencement of any site work, a meeting must be held with Town Staff.
2. No building permit will be issued until the final mylars have been frlel in the To%xm Clerk's office.
3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation
Commission, including Coo a bonds in ,,lie amount of 520.000.00 to ensure stream bank stabilization and
�5.0CKJ.00 for erosion and sediment control.
4, An as -built plan is required prior to issuance of a Certificate of Occupancy per St-etion 3.1.10 of the Zoning
RCgulations.
5. Landscape bond in the amount ofS5,000.00 required and must be submitted prior to filing ofmylars.
6. All plans used to the Geld by the developer must bear the stamp anti authoized signature of the'l ovvrJ of
South Windsor,
7. el'?C'A approval is required.
S. the building street number inust be included on the final plan.
V Silt Fan�e
Located January 2003
Clearing
Located January 2003
. l u Z- .x /I-.j
V7� / _A1k4l ,VC4* 6-79-02
--iv-zqr:F
Reference Map:
"Resubdivision Property Of Andre Charbonneau South Windsor,
Connecticut Owner -Developer Andre L. Charbonneau & Andre K
Charbonneau 125 Edwin Road South Windsor, Connecticut Phone
528-7551" 1"=40' 4-13-87 Rev. 9-1-87 Class A-2 by Palmberg &
Russo, William R. Palmberg, L.S.
Notes:
1. Parcel is not located in a flood hazard zone, Panel No. 090036
0006 B.
2. Portion of the parcel is located in inland wetlands as mapped by
Michael F. Gragnolatti, Soil Scientist.
3. Elevations are based on M.D.C. datum.
4. Coordinates are based on C.G.S. datum.
5. Underground utility, structure and facility locations noted hereon
have been compiled, in part, from record mapping supplied by the
respective utility companies or governmental agencies, from parole
testimony and from other sources. These locations must be
considered as approximate in nature. Additionally, other such
features may exist on the site, the existence of which are unknown
to J.R. Russo & Associates. The size, location and existence of all
such features must be field determined and verified by the
appropriate authorities prior
to construction. Call Before You Dig
1-800-922-4455.
6. Soil erosion and se
diment control contact person: Kevin
Charbonnea 930-4234.
7. Foundation dimensions as shown on this n plan are for site design
g
purposesonly. Foundation contractor will use Architectural plans for
Y layout and construction of buil
ding foundation.
8. All soil erosion and sediment control work shall be done in strict
accordance with the latest edition of the Connecticut Guidelines for
Erosion and Sedim
ent Control.
9. Construction shall con
form with the Town of South Windsor Public
Improvement Specifications.
10. In accordance with Condition #19 of the original subdivision
approval (#1255) on November 18, 1987, an additional 25-foot
non -disturbance -
a area has been added to the 50 foot buffer and
25-foot rear yard along the western property boundary.
11. Any floor drains installed within the building must be connected
to an oil/grit separator prior to discharge to the sanitary sewer.
LEGEND:
_W
UTILITY POLE
C
WA TER GA TE
o
GAS GATE
K
PROP. CA TCHBASIN
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PROP. STORM MANHOLE
DATA BLOCK:
❑
EXISTING CATCH BASIN
-II-
SIGN
Lot Area-155,535.74 s.f., 3.57 Ac.
HYDRANT
35' Building Line
- - E- -
U.G. ELEC. LINE
1O' Side Line
- - G- -
U.G. GAS LINE
25' Rear Line
- - w - -
U.G. WATER LINE
Max. Building Coverage Allowed - 50 %
PROP. STORM SEWER
Prop. Building Coverage -13%
- = = = = = -
EXISTING STORM SEWER
Max. Impervious Coverage Allowed - 65%
- s -
PROP. SANITARY SEWER
Prop. Impervious Coverage - 27°/n
- =;:=
EXISTING SANITARY SEWS
WETLAND LIMIT
_. __ ._z;6_. -- --
EXISTING CONTOUR
PARKING CALCULATION:
- -
PROP. CONTOUR
zss'�o
EXISTING SPOT GRADE
0
PROP. SPOT GRADE
Use -Warehouse
EXISTING I.P.
Minimum Spaces Required -
■
EXISTING MONUMENT
(1 space/1,250 SF) x 20,400 SF
o
PROP. I.P.
+ (1 space) x 9 employees
o
PROP. MONUMENT
= 26
®
WETLAND FILL
- - - -1
GEOTEXTILE SILT FENCE
Spaces Provided = 27
STAKED HAYBALES
° 'M . Tr...,n `F....; -ern '. rnmm,Int¢ rlat,,e1 SninKt 21- 2002 mtt t he addressed tU the satisfaction of the
1.....-.,.....,...__....�__()......_...-_...-_- -- -
Town Engineer.
10. An explanatory note for the increased buffer referencing the previous subdivision approval should be added.
l 1. Plan ing Comments dated August .0, 2002 must be addressed.
i2. The applicant must return to the Architectural Design Review Committee for final recriew. If the applicant
has anv concerns with the Committee's recommendation, then the applicant trust return to the Pllanning and
7lonin; Commtss.or. for final resolution
13. Grading that occurs within rite 75 foot non -encroachment area must be retuned to an undisnrrbud,
landscaped area.
Black and white transparent mylars of Sheet 92 with the above modifications, together with three blueprint
copies of the entire sett ofplars rmas, be submitted to this Commission! within 30 flays to be stamped and signed.
The letters of approval ofthis Commission as well as the Inland Wetlands AgerlcyiConservation. Commmission
PP
must he reproduced on rite mylars.
Auer the mylars have been sulked by the Commission, they will be returned to you for fling in the Office of the
Town Clek. A.iler filing these plans, a copy of the receipt must be submitted to the Planning Department.
Sincerely,
/ air J'` A
/ i S
G L�
Kevin McCann, Chairrrian
Planing and Zoning Commission
KMc0kah
cc: Town Engineer
Chef Buildirng Oflkial
Assessor
Superintendent of Pollution Control
Fire Marsh al
J.R. Russo
r,
1�1 _
`r,!�"a
%' VAO SULL1'VAri AVENUE o SOUTH WINDSOR. CT 05074
\° .,•-co`.'r/ TELEPHO^,E (360) 64e.2;,__
bet. . l0.:002
J. R. Russo Associates
t Shoham Road
East Windsor, CT 06t,88
Attn: Mr Uncri
RE: Lets b & ? Sandra. Drive - Approval to Connect
South `J3inisor, CT
Dear' Mr. Urscri:
'3be South Windsor Water Pollution Contrul Auanurity, at its regular meeting of OctoLer 1, 2002. gave
approval for the connection to the Town's sewerage system of a commercial building to be located at Lot 6
fe'.'7 Sandra Dr_ve, South CVindsor, C[, as more specifically shu•,a: on plans entitled "Topographic Plan -
Lot 6 & 7' prepared Ly J. P. Russo Associates, East L; indsor, -[, project No. 2002.024, Diving Nef si?
dared fr.8.02, rrnriecd 6-18-02, 5-12-02, 9.18.021, and subject to tale following conditions.
I Approval for the connection of up to 9 bathrooms.
2. Techmral approve. ofthe l•own Engineering Dcpartmeat.
-. Fatal Authority approval and acceptance of the sanitary sewerage connection will be given once
]'be sewer tie^- has been metalled and irtapected by the Town staff, and baxd upon the writ,en
Veri::catioa of the Town staff that said sanitary' sewer line was installed in substantial
cxfbrrnanm with the design plans previously approved by the Authority, and mectiug pli'i'own
regulations and appropn gate technical specifications relating ro sanitary 5twen construction
Cotuiecticn charges in tie amount of 59,99b.00 62,800/acre) have beers calculated for this site, and arc due
at the fine of drain layers permit applicatian.
This approval letter must be superimposed on the :final approval plans.
Veryy truly yours,,
A ,4epb 3. Canino, Chaiim=
Water Pollution Conn-ol Authority
3X-dd
Cc Mamhew Galligan. Tovm Manager
Mmbael 3.:iantick, Director of Priblic wnrtcs
JefiDaolitth. Town Engineer
M"'eia E3anach, Duector of Planning
Jeiui Coliips, Chief Building Inspector
Andret'harbonncau
Map Lot
R
Name & Address
108 18
Douglas Eric Wetherll
55 Oxbow Lane
South Windsor, Ct. 06074
19
Andre L. & Andre K Charbonneau
125 Edwin Road
South Windsor, Ct. 06074
20
Earl D. & Janet M. Moores
40 Old Parish Drive
South Windsor, Ct. 06074
21
Lisa M. & Stanley J. Grivers, Jr.
32 Old Parish Drive
South Windsor, Ct. 06074
22
Gary C. & Leslie M. Lee
18 Old Parish Drive
South Windosr, Ct. 06074
24
Nancy Allison
11 Old Parish Drive
South Windsor, Ct. 06074
25
Stephen C. & Patrcia A. Roback
44 Oxbow Lane
South Windsor, Ct. 06074
34
Kristina S. & Brian E. Beckwith
21 Edgewood Drive
South Windsor, Ct. 06074
35
Joseph M. Bouffard
1474 Main Street
South Windosr, Ct. 06074
.`q6
Anrire T. Rr Anrirn IK (ThArhnnnaaii
10 Abbe Road
South Windsor, Ct. 06074
37
Wojciech Dawidczyk
53 Susan Drive
Tolland, Ct. 06084
38
Linbob, LLC
5
80 Kimberly Drive
South Windsor, Ct. 06074 4
Rockville Bank and Connecticut Attorneys
;le Insurance Company.
is survey was conducted on the ground on
-31-02 and that to the best on my
Lowledge and belief this map is
bstantiallv correct as noted hereon.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
aeryi111�i1111},141.19 ,11h1N111/1111/p
a�Q .��QN R��•e•L,G?n ,tQi; ' QH a A!i • i
C
: 'off s •..� � Ise:., kP
O'
' no.10 _ $ 1 No.8048 s'
• :
LOCATION MAP
1 "=200'
Map Lot
Name & Address
96 6
Frances D. Bellizzi
1125 Main Street
East Hartford, Ct. 06108
7
Paul F. Barbour
5 Old PArish Drive
South Windsor, Ct. 06074
8
Bettylou Guastamachio
2 Old Parish Drive
South Windsor, Ct. 06074
9
Wasyl & Sharon M. Szestakow
6 Old Parish Drive
South Windosr, Ct. 06074
11
Bancroft Brook LLC
102 Lakewood Circle
Manchester, Ct. 06040
12
RLR Investments LLc
P.O. Box 271
Wilmington, OH 45177-0271
58
Andre L. & Andre K Charbonneau
10 Abbe Road
South Windsor, Ct. 06074
59
Andre K. Charbonneau
125 Edwin Road
South Windosr, Ct. 06074
97 18
Andre Charbonneau
55 Kimberly Drive
South Windsor, Ct. 06074
1 A
T.in})rN'K T.T. (
80 Kimberly Drive
South Windsor, Ct. 06074
V
n
T
Reference Map:
40
20
TYPE 1 PREFORMED
SCOUR HOLE AT FLARED END
(SEE DETAIL)
ANCHOR STABIUZA11ON
MATERIALS UNDER
RIPRAP (TYP)
SILT FENCE BACKED
W/ HAYBALES
30' WIDE DRAINAGE
& MAINTENANCE
EASEMENT IN FAVOR OF
TO!N OF SOTH WINDSORU
GRAPHIC SCALE
40 80
( IN FEET )
1 inch = 40 ft.
ROOF LEADERS APPROX. 30' O.0
TO DISCHARGE ON SLATE TILE OR EQUAL
I AT ncnl uln C1i iorAr.r
60 �'+ � vrw�ivv vr�rr��.� •
52 54 58 ! 62 64 66
56
I ,
33'-4" OVC
;FOOTING DRAIN DISCHARGE,' S=6.003%
FL=62.00 (III); FL:60.00 (OOT)
GSF
I _
44 46 48- .....__�_-_....._
50 - - -
15.
100' STREAMBANK STABILIZATION
BOTH SIDES
(SEE DETAIL)
SELECTIVELY THIN/TRIM TREES ALONG
STREAM TO ALLOW LIGHT
COORDINATE W/ SOIL SCIENTIST
AND TOWN WETLAND AGENT
160
EXIST. DMH�
TF=63.2
FL=57.2 15"
FL=49.7 IN 30"
FL=49.4 OUT
CONTRACTOR TO PERFORM TEST PITS
TO CONFIRM LOCATION AND DEPTH
TO EXIST. WATER LATERALS
117'-6" PVC SDR-35
S=2.0%
EROSION do SEDIMENT CONTROL PLAN KEY
PS
PERMANENT SEEDING
T'S
TEMPORARY SEEDING
CE
CONSTRUCTION ENTRANCE
G S F
GEOTEXTILE SILT FENCE
H B
HAY BALE BARRIER
[)C
DUST CONTROL
op
OUTLET PROTECTION
15' SAN. SEWER EASMENT
IN FAVOR OF THE TOWN
HAYBALE CHECKDAM (TYP) EXIST. SAN. MH
OF SOUTH WINDSOR
I 70 74 , 76 it = 77.07
68 I 72 i FL=55.02
` II
WATER EASEMENT IN FAVOR OF
! II CONNECTICUT WATER COMPANY
I II
` I
'/ ' / �� •/ I III I
FOOTING DRAIN ALONG NORTH
AND WEST SIDE OF BLDG. - II
AND EXTENDED APPROX. LOCA77ON
�n� cni iTu ,'n�i C A CT �lnr r•.�. I 1 II. i EXIST. 12" MAIN
EXISTING TREELINE(AS OF JAN. 2003)
AREA DRAIN
TF=66.30
FL=63.77
CONCRETE
DUMPSTER PAD
(Stt Ut I AIL)
VORTECH MODEL 2000
CB (TYPE CL) OR EQUAL APPROVED BY
TF=66.10 ENGINEER & INLAND
FL=63.14 WETLAND AGENT
TF=67.20
FL=62.94
76 EXIST. CB
TC=68.7 TF=68.1
EC-68.74 FL=62.8 15"
FL=62.0 IN 18"
O
FL=62.7 OUT
=-I 11 . is nor
k Q.
EXIST. SAN. MH
of �;; "I II TF=69.0
_Q-4- I- FL=57.3
F L_ �11-
n
EXIST. SAN. MH
- TF= 68 2
26'-15" HANCOR F111
S=0.5%
INSTALL SILTATION
BARRIER ON ALL EXIST.
DOWNSTREAM CB'S (TYP)
CONNECT TO EXIST. CB
►\r\•I r1 AA AA
CONTRACTOR TO PERFORM TEST PIT NtW rL=--D u
EXIST. SAN. MH TO CONFIRM LOCATION AND FLOWLINE
TF=66.8 OF EXIST. SAN. LATERAL & INSTALL
FL=57.8 SMH WITHIN R.O.W. OVER LATERAL
TF=66.6f
ESTIMATED F L=59.0± AT PROPERTY LINE
6-19-402
�. �c.:rtnrs'lsr 7xrrc
I I
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP IS. ST.ANTIALLY CORRECT _AS„N.O.TED HEREON.
"Resubdivision Property Of Andre Charbonneau South Windsor,
Connecticut Owner -Developer Andre L. Charbonneau & Andre K.
Charbonneau 125 Edwin Road South Windsor, Connecticut Phone
528-7551" 1"=40' 4-13-87 Rev. 9-1-87 Class A-2 by Palmberg &
Russo, William R. Palmberg, L.S.
Notes:
1. Parcel is not located in a flood hazard zone, Panel No. 090036
0006 B.
2. Portion of the parcel is located in inland wetlands as mapped by
Michael F. Gragnolatti, Soil Scientist.
3. Elevations are based on M.D.C. datum.
4. Coordinates are based on C.G.S. datum.
V. Underground "L 11ll.y, SVl LLVI.LLlG al1LL 1QV111.y LVVQ LTVII.J 11VI.Gl1 11G1 GVll
have been compiled, in part, from record mapping supplied by the
respective utility companies or governmental agencies, from parole
testimony and from other sources. These locations must be
considered as approximate in nature. Additionally, other such
features may exist on the site, the existence of which are unknown
to J. R. Russo & Associates. The size, location and existence of all
such features must be field determined and verified by the
appropriate authorities prior to construction. Call Before You Dig
1-800-922-4455.
6. Soil erosion and sediment control contact person: Kevin
Charbonnea (930-4234).
7. Foundation dimensions as shown on this plan are for site design
purposes only. Foundation contractor will use Architectural plans for
layout and construction of building foundation.
8. All soil erosion and sediment control work shall be done in strict
accordance with the latest edition of the Connecticut Guidelines for
Erosion and Sediment Control.
9. Construction shall conform with the Town of South Windsor Public
Improvement Specifications.
10. In accordance with Condition #19 of the original subdivision
approval (#1255) on November 18, 1987, an additional 25-foot
non -disturbance area has been added to the 50-foot buffer and
25-foot rear yard along the western property boundary.
11. Any floor drains installed within the building must be connected
to an oil/grit separator prior to discharge to the sanitary sewer.
LEGEND:
UTILITY POLE
c
WA TER GA TE
o
GAS GATE
0
PROP. CA TCHBA SIN
O
PROP. STORM MANHOLE
❑
EXISTING CATCH BASIN
�-
SIGN
HYDRANT
- - E - -
U. G. ELEC. LINE
- - G - -
U. G. GAS LINE
- - W - -
U. G. WA TER LINE
PROP. STORM SEWER
EXISTING STORM SEWER
- s -
PROP. SANITARY SEWER
_ = = =
EXISTING SANITARY SEWER
A
WETLAND LIMIT
- _256- - -
EXISTING CONTOUR
-L r-
PROP. CONTOUR
2
EXISTING SPOT GRADE
2ss.o
PROP. SPOT GRADE
•
EXISTING I.P.
•
EXISTING MONUMENT
O
PROP. I. P.
o
PROP. MONUMENT
®
WETLAND FILL
- - - -e
GEOTEXTILE SILT FENCE
STAKED HAYBALES
Silt Fence
Located January 2003
Clearing
Located January 2003
Proposed
===MMM=MN4 Silt Fence
105
Wei
95
75
70
65
60
0
2 PLY 1/2" DIA. REINFORCED
RUBBER HOSE
TREES GREATER THAN 2 1/2" CAL -.--------
GUY WIRES - THREE SPACED EQUALLY
ANCHORED W/2"x4N2.5' CEDAR STAKE
SET CROWN OF ROOTBALL AT SURROUNDING
FINISH GRADE BEFORE MULCHING
PLANTING SOIL MIXTURE
10 GA. GALV. SOFT STEEL GUY WIRE
'STAKES NOTCHED FOR WIRE
v TREES 2 1/2" CAL. OR LESS HARDWOOD
STAKES -TWO 2"x2"x8' OPPOSITE AND SET
INTO SUBGRADE
TREE WRAPPING TO SECOND BRANCH
HEIGHT W/50% OVERLAP
SEE LAYOUT FOR SURFACE TREATMENT
�73" SHREDDED BARK MULCH
____'ROLL BACK TOP THIRD OF BURLAP
6"
COMPACTED PLANTING SOIL MIXTURE
UNDISTURBED SUBGRADE
TREE PLANTING
NOT TO SCALE
THREE 10 GAL. GALV. SOFT STEEL —
GUY WIRE ANCHORED W/2"x4"x2'-6"
CEDAR STAKE SPACED EQUALLY
SET CROWN OF ROOTBALL AT---\,,
SURROUNDING FINISH GRADE.
IF IN HEAVY CLAY SOILS SET
AT I" ABOVE FINISH GRADE BEFORE
MULCHING.
'
INSTALL TREE PLUMB, PRUNE
ALL DAMAGE OR BROKEN BRANCHES
2 PLY 1/2" DIA. REINFORCED RUBBER HOSE
3" SHREDDED BARK MULCH
STAKES 90 TO GUY WIRES ---------- _�--6" EARTH SAUCER
PLANTING SOIL MIXTURE
ROLL BACK TOP THIRD
OF BURLAP 1 2 61,
COMPACTED PLANTING SOIL MIXTURE
UNDISTURBED SUBSURFACE
EVERGREEN TREE PLANTING
NOTTO SCALE
0
----------------------------------------------
---------------------------------------------- ..............
..... ..................... ........
.. ...........
.... ...............
.................
. —
----------------------------------------------
---------------------------------------------- ............................ ............
.......... .
-----------
e-1
Ll>
REAR OF BUILDING
Ljj;
LLJ
_j
/
Lli Q
I
Ld
D_
0
n
ry
Uj
10 20 30 40 50 60 70 80
TypICAL REAR BUFFER PROFILE - PROJECTED 5
NTS
WETLAND PLANTING SCHEDULE
(7)
CLETHRA ALNIFOLIA
SWEET PEPPERBUSH, 18))-24$$
(6)
CORNUS FOEMINA RACEMOSA
GRAYSTEM DOGWOOD, 18"-24"
(7)
ILEX VERTICILLATA
WINTERBERRY HOLLY, 18"-24"
(7)
LINDERA BENZOIN
COMMON SPICEBUSH, 18"-24"
(6)
VACCINIUM CORYMBOSUM
HIGHBUSH BLUEBERRY, 18"-24"
SHRUB PLANTING SCHEDULE
(29) 0
JUNIPERUS CHINENSIS
PFITZER JUNIPER
24"—,30" CONTAINER
(18) 0
VIBURNUM LENTAGO,
NANNYBERRY
24"-30" CONTAINER
(5)
RHODODENDRON (PJM)
24 "_ 30" CONTAINER
SEEDING SCHEDULE
2:1 SLOPES: FLAT PEA, LATHCO BY NEW
ENGLAND SEED CO. OR EQUAL
40-60 LB/ACRE
OTHER UPLAND AREAS: ATHLETIC MIX BY
NEW ENGLAND SEED CO. OR EQUAL
200-250 LBS/ACRE
MIXED PLANTINGS OF
WETLAND SHRUBS
SPACED 6' O.C.
(SEE SCHEDULE THIS SHEET)
100' STREAMBANK
STABILIZATION
BOTH SIDES
100 110
YEARS
$0, WETLAND ,REGULATED
0 t$PKK MULkAl tJtU
laprlr-r% ^^kvmr-� E-AQ0lf% f-rvo-i
Oil Mmu %ovillmv," rmn%mo I'l lvj
GRAPHIC SCALE
40 0 20 40 80 160
(1) PICEA OMORIKA, SERBIAN SPRUCE
5'-6' B&B
SELECTIVELY TRIM TREES ALONG
STREAM TO CLEAR OVERSTORY
COORDINATE W/ ENGINEER
Aklr% 'r^U&I UIC*n Aklr% Af%Ckl'r
75' BUFFER
105
100
95
85
all
75
70
65
60
0
COMPACTED PLANTING SOIL
MIXTURE TO PREVENT
SETTLEMENT
1/2" DIA. CRUSHED STONE ADDED
IN AREAS WITH POORLY DRAINED
SOILS
SET CROWN OF ROOTBALL AT
LEVEL GRADE WITH HIGHEST
POINT OF SAUCER
3" SHREDDED BARK MULCH
NOT TO COVER CROWN OF
BALL AT BASE OF PLANT STEM
P—PLANTING SOIL MIXTURE
SHRUB PLANTING
NOT TO SCALE
.............................................
.......... ...... ------- - - ----------------------------------- ......
......
--------------------------------- .........................................................
............... --- — --------
---- --------
---------------------------
--------------------------------------------- - --------------------
----------------------
----------------------------------------------
---------------------------------------------- ............. ................... <�- .......
... ............. ........... .............. ......
................................... . ................ ..........
............. ---------- .
............ ... .......
...................................... ........ ...
......................
a
<
a
a
REAR OF BUILDING
LLJ
-----------------
... ....... ...............
....................................
A\
...
...
...... .. ............... ..
..................
................................... .
...........................................
. ...... ............................... ..
L
:3
............ >
...... .......
I
ui
Ld
C)
a-
0
..............................................
............................................ -------------
------
CK
---------------- ................ 0 .
.......... ............
-------------- ............ ....... . ...............
.......................... ...................
Ld
10 20 30 40 50 60 70 80 90
TypICAL REAR BUFFER I-rx
PROFILE - PROJECTED MA TOR/ TY
V fx
NTS
PLANT IN GROUPS OF 3 TO 5 TREES
OF SAME SPECIES; 15' O.C. MIN.
CLUMPS TO BE INTERSPERSED
AMONG EXISTING TREES
SPECIES TO INCLUDE:
PICEA ABIES, NORWAY SPRUCE
PICEA GLAUCA, WHITE SPRUCE
PINUS NIGRA, AUSTRIAN PINE
PINUS STROBUS, WHITE PINE
5'-6* B&B
31 TREES TOTAL
EXISTING TREELINE (AS OF JAN 2003)
PROP. LIGHT (TYP)
WMARK HIGH PRESSURE SODIUM
40OW *WARRIOR" WALL UNITS
OR EQUAL; W/ TOP DEFLECTORS
AFTER HOURS LIGHTING TO BE
REDUCED TO SECURITY LIGHTING ONLY
PROP. TREELINE
DUMPSTER PAD
LEGEND:
UTILITY POLE
WATER GATE
GAS GATE
K
PROP. CA TCHBA SIN
0
PROP. STORM MANHOLE
0
EXISTING CATCH BASIN
SIGN
HYDRANT
E — —
U.G. ELEC. LINE
G — —
U.G. GAS LINE
U.G. WATER LINE
PROP. STORM SEWER
EXISTING STORM SEWER
PROP. SANITARY SEWER
EXISTING SANITARY SEWER
A
WETLAND LIMIT
EXISTING CONTOUR
PROP. CONTOUR
2wxo
EXISTING SPOT GRADE
PROP. SPOT GRADE
•
EXISTING I.P.
■
EXISTING MONUMENT
0
PROP. /. P.
0
PROP. MONUMENT
Pra IL141yu FILL
GEOTEXTILE SILT FENCE
*mm%
S TA KED HA YRA L ES
0_
Silt Fence
Located January 2003
LocatedJanuary 2003
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
100 110
IN FEET
1 inch = 40 ft.
Cn
3
-a
J
f7u
0
It
0
CV
0
0
N
co
0
a
0
tj
CV
0
,"i
0
0
N
In
rn
c
.A
-a
cu
v
M
ti
GEOTEXTI LE SILT FENCE (GSF)
SPECIFICATIONS
Materials
Geotextile fabric: shall be a pervious sheet of polypropylene, nylon,
polyester, ethylene or similar filaments and shall be certified by
the manufacturer or supplier as conforming to the requirements
shown in Figure GSF-1 in the Connecticut Guidelines For Soil
Erosion and Sediment Control latest edition. The geotextile shall
be non -rotting, acid and alkali resistant and have sufficient
strength and permeability operations. Filamanets in the
geotextile shall be resistant to absorption. The filament network
must be dimensionally stable and free of any chemical
treatment or coating that will reduce its permeability. The
geotextile shall also be free of any flaws or defects which will
alter its physical properties. Torn or punctured geotextiles shall
not be used.
Supporting posts: shall be at least 42 inches long made of either
1.5 inch square hardwood stakes or steel posts with projections
for fastening the geotextile possessing a minimum strength of
0.5 pound per linear foot.
Placement
Fortoe of slope: Locate 5-10 feet down gradient from the toe of
slope, generally on the contour with maintenance and sediment
removal requirements in mind. When the contour can not be
followed install the fence such that perpendicular wings are
created to break the velocity of water flowing along the fence.
See Figure GSF-2 in the Connecticut Guidelines For Soil Erosion
and Sediment Control for spacing requirements.
Swales: Locate "U" shape across swale such that the bottom of
both ends of the fence are higher that the top of the lowest
section of the fence.
Catch Basin in Swale on Slopes: Locate 2 "U" shapes across swale
as above: one immediately up slope from the catch basin and
the other immediately down slope from the catch basin.
Catch Basins in Depressions: Encircle catch basin.
Culvert inlets: Locate in a "U" shape approximately 6 feet from
the culvert In the direction of Inc incoming flow.
Culvert Outlets: Locate across the swale at least 6 feet from the
culvert outlet.
Installation
Trench excavation: Excavate a trench a minimum of 6 inches deep
and 6 inches wide on the up slope side of the fence location.
For slope and swale installations, extend the ends of the trench
sufficiently up slope such that bottom end of the fence will be
higher than the top of the lowest portion of the fence.
When the fence is not to be installed on the contour, excavate
wing trenches spaces at the intervals given on Figure GSF-2 in
the Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition.
When excavation is obstructed by an occasional stone or tree
roots, provide a smooth transition between the trench bottom
and the obstruction.
SupportPosts: Drive support posts on the down slope side of the
trench to a depth of at least 12 inches into original ground.
Never install support posts more than 10 feet apart. Install
support posts closer than 10 feet apart when concentrated flows
are anticipated or when steep contributing slopes and soil
conditions are expected to generate larger volumes of sediment.
For catch basins in hollows, drive posts at each corner of the
catch basin. Whenever the geotextile filter fabric that is used
exceeds the minimum material specifications contained in this
measure, the spacing of the stakes shall be per manufacturer's
recommendations.
Geotextile Filter Fabric: Staple or secure the geotextile to the
support posts per manufacture's instruction such that at least 6
inches of geotextile lies within the trench, the height of the
fence does not exceed 30 inches and the geotextile is taut
between the posts. When the trench is obstructed by stones,
tree roots, etc. allow the geotextile to lay over the obstruction
such that the bottom of the geotextile points up slope.
In the absence of manufacture's instructions, space wire staples
on wooden stakes at a maximum of 4 inches apart and
alternate their position from parallel to the axis of the stake to
perpendicular.
uo not staple the geotextile to living trees.
Provide reinforcement for the fence when it can be exposed to
high winds.
When joints in the geotextile fabric are necessary, splice
together only at at support posts, and securely seal.
Backfill & Compaction: Backfill the trench with tamped soil or
aggregate over the geotextile. When the trench is obstructed
by a stone, tree root, etc. make sure the bottom of 11 the 11
geotextile lies horizontal on the ground with the resulting Tlap on
the up slope side of the geotextile and bury the flap with 6
inches of tamped soil, or aggregate.
MAINTENANCE
Inspect the silt fence at least once a week and within 24 hours
of the end of a storm with rainfall amount of 0.5 inch or
greater to determine maintenance needs. When used for
dewatering operations, inspect frequently before, during and after
pumping operations.
Remove the sediment deposits or, if room allows, install a
secondary silt fence up slope of the existing fence when
sediment deposits reach approximately one half the height of
the existing fence.
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:
(a) the fence has been overtopped, undercut or bypassed by
runoff water,
(b) the fence has been moved out of position (knocked
over), or
(c) the geotextile has decomposed or been damaged.
Maintain the fence until the contributing area is stabilized.
After the contributing area is stabilized determine if sediment
contained by the fence requires removal or regrading and
stabilization. If the depth is greater than or equal to 6 inches,
regrading or removal of the accumulated sediment is required.
No removal or regrading is required if sediment depth is less
than 6 inches.
Remove the fence by pulling up the support posts and cutting
the geotextile at ground level. Regrade or remove sediment as
needed, and stabilize disturbed soils.
HALE BALE BARRIER (HB)
SPECIFICATIONS
Materials
Hay Bales: shall be made of hay or straw with 40 pounds
minimum weight and 120 pounds maximum weight held together
by twine or wire.
Stakes for Anchoring Hay Bales: shall be a minimum of 36 inches
long and made of either hardwood with dimensions of at least
1.5 inches square or steel posts with a minimum weight of 0.5
pound per linear foot.
Placement
Toe of Slope: Locate 5-10 feet down gradient from the toe of
slope, generally on the contour. When the contour can not be
followed, stagger the bale installation and install perpendicular
wings (spaces as shown in Figure HB-1 in the Connecticut
Guidelines For Soil Erosion and Sediment Control latest edition)
to break the velocity of water flowing behind the bales. The
barrier should be located with sufficient distance from the toe
of the slope to allow access by equipment for removal of
accumulated sediments.
Catch Basins in Depression or Low Spots: Encircle catch basin or yard
drain.
Installation
Trench excavation: Excavate a trench as wide as the bales and at
least 4 inches deep. Each end of the trench should be winged
upslope so that the bottom of the last bale is higher than the
top of the lowest hay bale in the barrier.
Hay Bale Placement: Place bales in a single row in the trench,
lengthwise, with ends of adjacent bales tightly abutting one
another and the bindings oriented around the sides rather than
along the tops and bottoms of the bales (to avoid premature
rotting of the bindings).
Staking Hay Bales: Anchor each bale with at least 2 stakes,
driving the first stake in each bale toward the previously laid
bale to force the bales together. Stakes must be driven a
minimum of 18 inches into the ground. Fill any gaps between
the bales with hay or straw to prevent water from escaping
between the bales.
Backfill & Tamped: Backfill the bales with the excavated trench
material to a minimum depth of 4 inches on the uphill side of
the bales. Tamp by hand or machine and compact the soil.
Loose hay or straw scattered over the disturbed area
immediately uphill from the hay bale barrier tends to increase
barrier efficiency.
MAINTENANCE
Inspect the hay bale barrier at least once a 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. For dewater
operations, inspect frequently before, during and after pumping
operations.
Remove the sediment deposits or install a secondary barrier
upslope from the existing barrier when sediment deposits reach
approximately one half the height of the barrier.
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:
(a) the barrier has been overtopped, undercut or bypassed
by runoff water,
(b) the barrier has been moved out of position, or
(c) the hay bales have deteriorated or been damaged.
Maintain the hay bale barrier until the contributing area is
stabilized.
After the upslope areas have been permanently stabilized, pull
the stakes out of the hay bales. Unless otherwise required, no
removal or regrading of accumulated sediment is necessary.
The hay bales may then be left in place or broken up for
ground cover.
TEMPORARY SEEDING (TS)
SPECIFICATIONS
Site Preparation
Install needed erosion control measures such as diversions,
grade stabilization structures, sedimentation basins and grassed
waterways in accordance with the approved plan.
Grade according to plans and allow for the use of appropriate
equipment for seedbed preparation, seeding, mulch application
and mulch anchoring.
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.
Apply ground limestone and fertilizer according to soil test
recommendations (such as those offered by the University of
Connecticut Soil Testing Laboratory or other reliable source).
If soil testing is not 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.
Seeding
Apply seed uniformly by hand, cyclone seeder, drill, cultipacker
type seeder or hydroseeder at a minimum rate for the selected
seed identified in Figure TS-2 in the Connecticut Guidelines For
Soil Erosion and Sediment Control latest edition. Increase
seeding rates by 10% when hydroseeding.
Mulching
See guidelines in the Mulch For Seed measures.
MAINTENANCE
Inspect temporary seeding 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 been moved or where soil erosion has occurred,
determine the cause of the failure and repair as needed.
TEMPORARY SOIL PROTECTION (TSP)
SPECIFICATIONS
Materials
Mulches within this specification include, but are not limited to:
1. Hay: The dried stems and leafy parts of plants cut and
harvested, such as alfalfa, clovers, other forage legumes and the
finer stemmed, leafy grasses. The average stem length should
not be less than 4 inches. Hay that can be windblown should
be anchored to hold it in place.
2. Straw: Cut and dried stems of herbaceous plants, such as
wheat, barley, cereal rye, or brome. The average stem length
should not be less than 4 inches. Straw that can be windblown
should be anchored to hold it in place.
3. Wood Chips: Chipped wood material from logs, stumps, brush or
trimmings including bark, stems and leaves having a general
maximum size of 0.5 inch by 2 inches and free of excessively
fine or long stringy particles as well as stones, soil and other
debris. No anchoring is required. If seeding is performed where
wood chips have been previously applied, prior to the seeding
the wood chips should be removed or tilled into the ground and
additional nitrogen applied. Nitrogen application rate is
determined by soil test at time of seeding.
4. Bark Chips, Shredded Bark: Tree bark shredded as a by product
of timber processing having a general maximum size of 4 inches
and free of excessively fine or long stringy particles as well as
stone and other debris. Material use is the same as wood
chips.
if subsequent seeding is performed where cellulose dense
mulches (e.g. leaves, excelsior, woodchips, barkchips) have been
applied, then prior to seeding either remove the mulch or till it
into the ground with the application of nitrogen.
Cellulose fiber is not recommended for use, except as a tackifier
for other mulch materials.
Tackifiers within this specification include, but are not limited to:
Water soluble materials that cause mulch particles to adhere to
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gum blended with gelling and hardening agents or a blend of
hydrophilic polymers, resins, viscosifiers, sticking aids and gums.
Emulsified asphalts are specifically prohibited for use as tackifiers due to
their potential for causing water pollution following its application.
Nettings within this specification include, but are not limited to:
Prefabricated openwork fabrics made of cellulose cords, ropes,
threads, or biodegradable synthetic material that is woven,
knotted or molded in such a manner that it holds mulch in
place until temporary soil protection is no longer needed.
Site Preparation
Prior to mulching, complete the required grading and install
and/or repair other sediment control measures needed to
control water movement within the area to be mulched.
Application
Spreading: Spread mulch material uniformly by hand or machine
resulting in 100% coverage of the disturbed soil.
When spreading hay mulch by hand, divide the area to be
mulched into approximately 1,000 square feet and place 2 to 3
bales of hay in each section to facilitate uniform distribution.
(Hay/Straw 2-3 tons/acre)
When spreading woodchips on slopes, it is particularly important
not to spread the chips too thick. Excessive application tend to
slip or slump when saturated. (Wood Chips/Shredded Bark 6 cu.
yds./1,000 s.f.)
Anchoring: Apply tackifiers and/or netting either with the mulch
or immediately following mulch application. Expect the need for
tackifiers or netting along the shoulders of actively traveled
roads, hill tops and long open slopes not protected by wind
breaks.
When using netting the most critical aspect is to ensure that
the netting maintains substantial contact with the mulch and
the mulch, in turn, maintains continuous contact with the soil
surface. Without such contact, the material is useless and
erosion can be expected to occur. Install in accordance with
manufacturer's recommendations.
MAINTENANCE
Inspect temporary soil protection 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 mulch movement and rill erosion.
Where soil protection falls below 100%, reapply soil protection
within 48 hours. Determine the cause of the failure. If mulch
failure was the result of wind consider applying a tockifier or
netting. if mulch failure was caused by concentrating water,
install additional measures to control water and sediment
movement, repair erosion damage, reapply mulch with anchoring.
DUST CONTROL (DC)
SPECIFICATIONS
Mechanical Sweeping
Use mechanical sweeping on paved areas where dust and fine
materials accumulate as a result of truck traffic, pavement saw
cutting spillage, and wind or water deposition from adjacent
disturbed areas. Sweep daily in heavily traveled areas.
Water
Periodically moisten exposed soil surfaces on unpaved travelways
to keep the travelway damp.
Non -Asphaltic Soil Tackifier
Non -asphaltic soil tackifier consists of an emulsified liquid soil
stabilizer of organic, inorganic or mineral origin, including, but
not limited to the following: modified resins, calcium chloride,
complex surfactant copolymers or high grade latex acrylics. The
solutions shall be non -asphaltic, non toxic to human, animal
and plant life, non corrosive and nonflammable. Materials used
shall meet local, state and federal guidelines for intended use.
All materials are to be applied according to the manufacturer's
recommendations and all safety guidelines shall be followed in
storing, handling and applying materials.
MAINTENANCE
Repeat application of dust control measures when fugitive dust
becomes evident.
MULCH FOR SEED (MS)
SPECIFICATIONS
Materials
Types of Mulches within this specification include, but are not
limited to:
1. Hay: The dried stems and leafy parts of plants cut and
harvested, such as alfalfa, clovers, other forage legumes and the
finer stemmed, leafy grasses. The average stem length should
not be less than 4 inches. Hay that can be windblown should
be anchored to hold it in place.
2. Straw: Cut and dried stems of herbaceous plants, such as
wheat, barley, cereal rye, or brome. The average! stem length
should not be less than 4 inches. Straw that can be windblown
should be anchored to hold it in place.
3. Cellulose Fiber: Fiber origin is either virgin wood,
post-industrial/pre-consumer wood or post consumer wood
complying with materials specification (collectively referred to as
"wood fiber"), newspaper, kraft paper, cardboard (collectively
referred to as "paper fiber") or a combination of wood and
paper fiber. Paper fiber, in particular, shall not contain boron,
which inhibits seed germination. The cellulose fiber must be
manufactured in such a manner that after the addition to and
agitation in slurry tanks with water, the fibers in the slurry
become uniformly suspended to form a homogeneous product.
Subsequent to hydraulic spraying on the ground, the mulch shall
allow for the absorption and percolation of moisture and shall
not form a tough crust such that it interferes with seed
germination or growth. Generally applied with tackifier and
fertilizer. Refer to manufacturer's specifications for application
rates needed to attain 80%-95% coverage without interfering
with seed germination or plant growth. Not recommended as a
mulch for use when seeding occurs outside of the recommended
seeding dates.
Tackifiers within this specification include, but are not limited to:
Water soluble materials that cause mulch particles to adhere to
one another, generally consisting of either a natural vegetable
gum blended with gelling and hardening agents or a blend of
hydrophilic polymers, resins, viscosifiers, sticking aids and gums.
Good for areas intended to be mowed. Cellulose fiber mulch
may be applied as a tackifier to other mulches, provided the
application is sufficient to cause the other mulchies to adhere to
one another. Emulsified asphalts are specifically prohibited for use as
tackifiers due to their potential for causing water pollution Following its
application.
Nettings within this specification include, but are not limited to:
Prefabricated openwork fabrics made of cellulose cords, ropes,
threads, or biodegradable synthetic material that is woven,
knotted or molded in such a manner that it holds mulch in
place until vegetation growth is sufficient to stabilize the soil.
Generally used in areas where no mowing is planned.
Site Preparation
Grade according to plans and allow for the use of appropriate
equipment for seedbed preparation, seeding, mulch application
and mulch anchoring.
Application
Timing: Applied immediately following seeding. Some cellulose
fiber may be applied with seed to assist in marking where seed
has been sprayed, but expect to apply a second application of
cellulose fiber to meet the requirements of Mulch For Seed in the
Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition.
Spreading: Mulch material shall be spread uniformly by hand or
machine resulting in 80%-95% coverage of the disturbed soil
when seeding within the recommended seeding dates.
Applications that are uneven can result in excessive mulch
smothering the germinating seeds. For hay or straw anticipate
an application rate of 2 tons per acre. For cellulose fiber follow
manufacture's recommended application rates to provided 80
%-95% coverage.
When seeding outside the recommended seeding dates, increase
mulch application rate to provide between 95%-100% coverage
of the disturbed soil. For hay or straw anticipate an application
rate to 2.5 to 3 tons per acre.
When spreading hay mulch by hand, divide the area to be
mulched into approximately 1,000 square feet and place 1.5-2
bales of hay in each section to facilitate uniform distribution.
For cellulose fiber mulch, expect several spray passes to attain
adequate coverage, to eliminate shadowing, and -to avoid
slippage.
Anchoring: Expect the need for mulch anchoring along the
shoulders of actively traveled roads, hill tops and long open
slopes not protected by wind breaks.
When using netting, the most critical aspect is to ensure that
the netting maintains substantial contact with the underlying
mulch and the mulch, in turn, maintains continuos contact with
the soil surface. Without such contact, the material is useless
and erosion can be expected to occur.
MAINTENANCE
Inspect mulch for seed 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 until the grass has germinated to determine
maintenance needs.
Where mulch has been moved or where soil erosion has
occurred, determine the cause of the failure and repair as
needed.
PERMANENT SEEDING (PS)
SPECIFICATIONS
Time Of Year
Seeding dates in Connecticut are normally April 1 through June
15 and August 15 through October 1. Spring seedings give the
best results and spring seedings of all mixes with legumes is
recommended. There are two exceptions to the above dates.
The first exception is when seedings will be made in the areas
of Connecticut known as the Coastal Slope and the Connecticut
River Valley. The Coastal Slope includes the coastal towns of
New London, Middlesex, New Haven, and Fairfield counties. In
these areas, with the exception of crown vetch (when crown
vetch is seeded in late summer, at least 35% of the seed
should be hard seed (unscarified), the final fall seeding dates
can be extended and additional 15 days. The second exception
is frost crack or dormant seeding, the seed is applied during
the time of year when no germination can be expected, normally
November through February. Germination will take place when
weather conditions improve, mulching is extremely important to
protect the seed from wind and surface erosion and to provide
erosion protection until the seeding becomes established.
Site Preparation
Grade in accordance with the Land Grading measure which is in
the Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition.
Install all necessary surface water controls.
For areas to be mowed remove all surface stones 2 inches or
larger. Remove all other debris such as wire, cable tree roots,
pieces of concrete, clods, lumps, or other unsuitable material.
Seed Selection and Quantity
Select a seed mixture appropriate to the intended use and soil
conditions from Figure PS-2 and Figure PS-3 in the
Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition or use mixture recommended by the NRCS.
Seedbed Preparation
Apply topsoil, if necessary, in accordance with the Topsoiling
measure which is in the Connecticut Guidelines For Soil Erosion
and Sediment Control latest edition.
Apply ground limestone and fertilizer according to soil test
recommendations (such as those offered by the University of
Connecticut Soil Testing Laboratory or other reliable source).
Where soil testing is not 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 and limestone at 4 tons per acre or
200 pounds per 1,000 square feet.
Work lime and fertilizer into the soil to a depth of 3 to 4
inches with a disc or other suitable equipment.
Inspect seedbed just before seeding. If the soil is compacted,
crusted or hardened, scarify the area prior to seeding.
Seed Application
Apply selected seed at rates provided in Figure PS-3 (in the
Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition) uniformly by hand, cyclone seeder, drill,
cultipacker type seeder or hydroseeder (slurry including seed,
fertilizer). Normal seeding depth is from 0.25 to 0.5 inch.
Increase seeding rates by 10% when hydroseeding or frost crack
seeding. Seed warm season grasses during the spring period
only.
Mulching
See guidelines in the Mulch For Seed measures.
MAINTENANCE
Inspect temporary soil protection 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 during the first growing season.
Where seed has been moved or where soil erosion has occurred,
determine the cause of the failure and repair as needed.
SOIL ERS010N & SEDIMENT CONTROL NOTES
1. All soil erosion and sediment control work shall be done in strict
accordance with the Connecticut Guidelines For Soil Erosion and Sediment
Control latest edition.
2. Any additional erosion/sediment control deemed necessary by town
staff during construction, shall be installed by the developer. In addition,
the developer shall be responsible for the repair/replacement and/or
maintenance of all erosion control measures until all disturbed areas are
stabilized to the satisfaction of the town staff.
3. The contractor shall notify the town engineer at the beginning and
the end of each step of the construction procedure and shall not
proceed with the next step until the town engineer has inspected the
work.
4. All son erosion ana sediment control operations shall De in place prior
to any grading operations and installation of proposed structures or
utilities and shall be left in place until construction is completed and/or
area is stabilized.
5. All entrances to the project site are to be protected by construction
entrance (CE) pads, conforming to the Connecticut Guidelines For Erosion
and Sediment Control latest edition. Stone shall conform to Ct. D.O.T.
Form 814A, latest edition, M.01.01 No. 4 stone. The CE pad is to be
maintained at all times during the construction period.
6. In all areas, removal of trees, bushes and other vegetation as well as
disturbance of the soil is to be kept to an absolute minimum while
allowing proper development of the site. During construction, expose as
small an area of soil as possible for as short a time as possible.
7. All fill areas shall be compacted sufficiently for their intended purpose
and as required to reduce slipping, erosion or excess saturation.
Fill intended to support buildings, structures, conduits, etc., shall be
compacted in accordance with local requirements or codes.
8. Topsoil is to be stripped and stockpiled in amounts necessary to
complete finished grading of all exposed areas requiring topsoil. The
stockpiled topsoil is to be located as designated on the plans and ringed
with hay bale barrier or geotextile silt fence. The stockpiled topsoil shall
be temporarily seeded if it is to remain more than 30 days.Topsoil shall
not be placed while in a frozen or muddy condition, when the subgrade is
excessively wet, or in a condition that may otherwise be detrimental to
proper grading or proposed sodding or seeding.
9. There is to be no stockpiling of soil within a ten foot limit of
adjoining properties. Any and all fill material is to be free of brush, y,
rubbish, timber, logs vegetative matter and stumps in amounts that wilip"i
be detrimental to constructing stable fills. Maximum side slopes of A
exposed surfaces of earth to be 3:1 or as otherwise specified by locair CO,
authorities. I.
CHECKLIST FOR EROSION CONTROL PLAN
PROJECT: Lot 6 & 7 Sandra Drive
LOCATION: South Windsor, CT
PROJECT DESCRIPTION: Construction of a 20,400 sf warehouse building with associated parking and utilities.
PARCEL AREA: 3.57 acres
RESPONSIBLE PERSONNEL: Andre' Charbonneau, 528-7551
EROSION AND SEDIMENT CONTROL PLAN PREPARER- J.R. Russo & Associates
CHECKLIST:
Fork Description
Erosion & Sediment
Control Measures
Location
Date Installed
Initials
Date Removed
Initials
Install haybales and
As shown on
silt fence.
plan.
Install siltation
As shown on
barriers at CBs.
plan.
Install construction
As shown on
exit pad.
plan.
MAINTENANCE OF MEASURES:
Location Description or Number Date Initials
[7 T i �
Project Dates:
Date of aroundbreakin2 for project:
Date of final stabilization:
NARRATIVE
This project is located on the west side of Sandra Drive south of the intersection with Kimberly
Drive in South Windsor, Connecticut. The proposed activity is the construction of a warehouse
building with associated parking and utilities. The project also includes repairs at an existing
storm drain outfall on the southern portion of the property.
The suggested schedule of construction is as follows:
1. Install perimeter sedimentation barriers and silt barriers at catch basins.
2. Install construction exit pad.
3. Clear and grub.
4. Strip stockpile topsoil and stockpile sufficient quantities for landscaping and lawn areas.
Ring stockpiles with silt fence (GST) and stabilize with temporary vegetative cover (TS).
5. Import required fill, compact and rough grade site.
6. Excavate and install building foundation. Begin construction of building.
7. Install drainage and utilities as shown on the plans, including improvements to existing
stormwater outfall.
8. Complete grading of pavement areas, pave binder course. Install curbing.
9. Fine grade remaining disturbed areas and establish vegetation. Plant landscaping
vegetation, mulch and fertilize.
10. Pave surface course of pavement, apply line striping and install signage.
11. Remove silt fence after permanent vegetation has been established.
Construction of this site is anticipated to begin after the approval of these plans.
The contractor shall keep the area of disturbance to a minimum and establish exposed soils as
soon as practical. All soil and erosion control measures shall be installed and maintained in
accordance with these plans and the "Guidelines for Soil Erosion and Sediment Control". The
contractor shall notify the Engineer of any discrepancies.
The developer shall be responsible for the repair/replacement/maintenance of all erosion control
measures until all disturbed areas are stabilized to the satisfaction of the town staff. Sediment deposits
should be periodically removed from the upstream sides of Sediment Barriers. This material is to be
spread and stabilized in areas not subject to erosion, or to be used in areas which are not to be paved
or built on. Sediment Barriers are to be replaced as necessary to provide proper filtering action.
Sediment Barriers are to remain in place and be maintained to insure efficient siltation control until all
areas above the erosion checks are stabilized and vegetation has been established.
All fill areas shall be compacted sufficiently for their intended purpose and as required to reduce
slipping, erosion or excess saturation. Fill intended to support buildings, structures, conduits, etc, shall
be compacted in accordance with local requirements or codes.
All entrances to the project site are to be protected by stone tracking pads of ASTM C-33, size no. 2
or 3, or Ct. D.O.T. 2" crushed gravel. The stone tracking pad is to be main- tained at all times during
the construction period.
Topsoil is to be stripped and stockpiled in amounts necessary to complete finished grading of all
exposed areas requiring topsoil. The stockpiled topsoil is to be located as designated on the plans and
ringed with Sediment Barrier. The stockpiled topsoil shall be temporarily seeded if it is to remain more
than 30 days. Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade is
excessively wet, or in a condition that may otherwise be detrimental to proper grading or proposed
-A.4:-- -a:--
$vuUuitJ yr SccUuiy.
There is to be no stockpiling of soil within a ten foot limit of adjoining properties. Any and all fill
material is to free of brush, rubbish, timber, logs, vegetative matter and stumps in amounts that will be
detrimental to constructing stable fills. Maximum side slopes of exposed surfaces of earth to be 3:1 or
as otherwise specified by local authorities.
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nN TuP7 UPHILL SIDE OF THE
TO PREVENT PIPING.
END VIEW SIDE VIEW
NOTE: HAYBALES TO BE EMBEDDED 4" IN EXISTING GROUND
BUTTED END TO END/STAKED SECURELY.
ROUND
S TAKED HA YBALE SEDIMENTATION BARRIER
NOT TO SCALE
Stone On Filte
Fabric
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ANTI -TRACKING EXIT PAD DETAIL (CE)
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FILTER FABRIC REPLACE GRATE
TAKING CARE NOT TO DAMAGE
FILTER FABRIC, ANCHOR W/STONE
OR EARTH PILE.
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F'I L TER FABRIC SI L T BA RRI ER A T CATCH BA SIN
NOT TO SCALE
GENERAL NOTE REGARDING DETAILS:
II ALL IVIA 1 ERIALS SHALL CONFORM T O II
CT DOT FORM 814, LATEST EDITION,
UNLESS OTHERWISE NOTED.
II II
ANGLE 10' UPSLOPE
FILTER FOR STABILITY AND
FABRIC SELF CLEANING.
FLOW - - COMPACTED
100' BACKFILL-
BACKFILL THE TRENCH
AND COMPACT THE
EXCAVATED SOIL.
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ELEVATION
PLAN VIEW
SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT
SEDI MEN TA TI ON BARRIER (SILT FENCE) DE TA I L
NOT TO SCALE
INLET, See notes 8, 9
A
11"
Sealant
Aluminum angle flange 6" Concrete Typ
with neoprene gasket
V-10* 1'-19" 1'-9" -
�I I
Weir
Sealant Baffle Wail
A
PLAN VIEW B - B
OUTLET, l
See note 9
4'-0"
-Flow Control Wail
Rim elevations to
match finished grade
Concrete reinforced
for HS20-44 loading
-ADJUST TO GRADE W/
••
COURSES OF CONC. BRICK OR
'
GRADE RINGS
FB Top and sides
sealed to vault
B
Butyl rubber
sealant
Weir
and
Weir
Orifice
Plates
7'-0'
(\
Ori`ice
INLET Inver'±. ,/]
OUTLET Invert
4
�oo� o- �oo� cook �oo� 000a �oo� uoo0 0- aoo0 uoo0 DODO �oo� Minimum 6" compacted gravel
T
SECTION A -
A
NOTES:
1. Stormwater Treatment System (SWTS) shall have: 5. SWTS inverts in and out shall be at the same elevation
Peak treatment capacity: 2.8 cfs 6. SWTS shall not be compromised by effects of downstream tailwater
Sediment storage: 1.25 cu yd 7. SWTS shall have no internal components that obstruct maintenance access
Sediment chamber dia: 4' min 8. Inlet pipe must be perpendicular to the structure
2. SWTS shall be contained in one rectangular structure 9. Pipe orientation may vary; see site plan for size and location
3. SWTS shall remove 80% of annual TSS loading 10. Purchaser shall not be responsible for assembly of unit
4. SWTS shall retain flootables and trapped sediment up to and 11. Manhole frames and perforated covers supplied with system, not installed
Including peak treatment capacity 12. Purchaser to prepare excavation and provide lifting equipment
13. Contact Vortechnics 0 (207) 878-3662 Ext. 123 for ordering information
VOR TECH MODEL 2000
NOT TO SCALE
ti
DEPTH TO INVERT
VARIES
6 N
I.D. + 2'
12"
MIN.
12" �
12"
'I•D•,
U ,
'C'>
U '0 UUU�0-
�
Ci -
PROPOSED GRADE
PA 11rAdCAIT .Cii1"T1f)A1 DR
LANDSCAPING (SEE PLANS)
APPROVED BACKFILL PLACED AND
COMPACTED IN 12" LAYERS
(OR AS OTHERWISE APPROVED)
NO STONE LARGER THAN 3"
WARNING TAPE - MIN. 12"
MAX. 24" ABOVE PIPE
SAND BEDDING PLACED AND
COMPACTED IN 6" LAYERS
MATERIAL SHALL MEET
CT -DOT M2.06-GRADING C
BACKFILL TO SPRINGLINE OF PIPE
WITH 314" CRUSHED STONE (CT -DOT M.02.01)
STORM DRAIN TRENCH DETAIL
NOT TO SCALE
PRE CAST CONCRETE UNIT
ADJUST FRAME ELEVATION
WITH CONC. BLOCKS OR
BRICKS, 6" TO 12"
ALL JOINTS TO BE w
POINTED FLUSH & FULL
PRE CAST CONCRETE OR
CONCRETE MASONRY UNITS
PRE CAST SUMP OR
SLAB (OR EQUAL) 3500 PSI
6" OF 3/4" CRUSHED
STONE
FRONT ELEVATION SIDE ELEVATION
NOTES:
1. MINIMUM COVER OVER TOP OF PIPE SHALL BE V-6".
2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING.
3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR
CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS.
5. ALL BRICKS SHALL BE CONCRETE
TYPE "CL " CATCH BASIN
NOT TO SCALE
2" RADIUS
-TACK COAT W/ ASPHALT EMULSION
PRIOR TO PLACING CURB
PAVEMENT
PROCESSED AGGREGATE
Bi T vi�iiivvus CuNCRE T c L iP CUH51Ny
NOT TO SCALE
ADJUST TO GRADE WITH COURSES-�
OF BRICKS OR CONC. GRADING hCINliS
(MAX. 4 BRICK COURSES) 8'
ALUMINUM STEP
SEE JOINT DETAILS
BELOW 5
BITUMASTIC
DAMP PROOFING "
FOR SANITARY ._I6
23' 3/4" STANDARD FRAME & COVER
CONFORMING TO TOWN SPECIFICATIONS
MANHOLES OUTSIDE OF PAVEMENT
TO HAVE LOCKING COVERS
VARIES 6" TO 12"
2'-2" 8" 4
12" Typ. 3' OR 4'
1 I CONE SECTION
48" DIA.
BRICK SHELF
SLOPED 1 "/FT.
6„
Min.
RE
CONCRETE OR BRICK
MASONRY SELF-
CLEANING INVERT SECTION
ROUND RUBBER
GASKET JOINT
COLD APPLIED
BITUMINOUS
SEALER
SPIGOT & BELL
REINFORCEMENT
GASKET JOINT ALTERNATE JOINT
N.T.S. N.T.S.
5
4"
VARIES
RISER SECTIONS)
AS REQUIRED
3' OR 4'
BASE SECTION
314"
CRUSHED STONE
6" THICK
NOTES:
1. TOP STEP TO BE A MAXIMUM OF 24"
BELOW TOP OF MANHOLE FRAME & COVER
ELEVATION.
2. IF TOTAL DEPTH IS TEN FEET OR GREATER,
CERTIFICATION OF H-20 LOAD BEARING
CAPACITY SHALL BE SUBMITTED TO THE
TOWN ENGINEER FOR APPROVAL PRIOR TO
INSTALLATION.
PRECAST RE/ NFORCED CONCRETE MA NHOL E
NOT TO SCALE
1 1/2" BIT. CONCRETE CLASS 11 (CT -DOT M.04)
/- 1 1/2" BIT. CONCRETE CLASS I (CT -DOT M.04)
4" PROCESSED AGGREGATE BASE (CT -DOT M.05.01)
.� ♦ . 4' ,4.
.
♦ .
b ,
d i
12" GRANULAR BASE (CT -DOT M.02.03)
COMPACTED SUBGRADE
B/ TUMINOUS CONCRFTF PA VFMFNT SFr Tl n/v
■ •vim v � ■ v■ e
NOT TO SCALE
1 3
1 3-7-03
I TAC
I JRR
I NO CHANGES THIS SHEET i
2
9-18-02
TAC
JRR
P&Z & WETLANDS CONDITIONS OF APPROVAL, ADD PLOT PLAN
1
7 -18-02
TAC
JRR
ENVIRONMENTAL PLANNER & ENGINEER'S COMMENTS
NO
DATE
BY
APPR.
REVISIONS
Detail Sheet
Lot 6 & 7
40 Sandra Drive
South `Windsor, Connecticut
Owner Developer
Andre L. & Andre K.
Charbonneau
125 Edwin Road
South Windsor, Connecticut
528- 7551
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
■ i\ �;Z;�i! Vn.. /1//// A [�i /Ili1 \. MA•R
CfO�N/ry YX. � I JI'1VMAIA KVAU
W= EAST VANDSOR, CONNECTICUT 06088
�QA�\i°•pH H. R`' t�y� (860) 623-0569
CIO
* ; $ * FAX: (860) 623-2485
PVC YARD
"NEENAH" R-7506 SERIES —
FLOOR BOX FRAME AND LID,
OR EQUAL W/S.S. CAP SCREW
LID CLOSURE
CLASS "B" CONCRETE
BIT. CONCRETE PAVEMENT —
CLEAN—OUTW/
SCREW —IN PLUG
^"` T IRON
DUTY
ROVIDE 8" ADAPTER
ROM PVC TO CPEP
UTLET PIPE
NSTALL PER
AANUFACTURER'S
ZECOMMENDATIONS
END CAP
3/4" CRUSHED
STONE
DRAIN DETAIL
N.T.S.
CONIC
24" SQUARE
13"
11.5"
loll
/ 0 O017
p0 0
6" o0 00 0000
0 0 0 ,,,, o 0
DIREC77ON OF FLOW
'T WYE' IN LINE OR
45' ELBOW AT END OF LINE
DEGREE BEND
3/4" BROKEN TRAPROCK
UNDER BEND
SANITARY CLEAN -OUT DETAIL
NOT TO SCALE
Reflective Paint
irking Space
T YPI CAL HANDI CAP S YMBOL
NOT TO SCALE
2" VENT PIPE
8' HIGH MIN.
FINISHED GRADE
STANDARD FRAME & COVER
8"
BRICK LEVELING
Win; p11
COURSE (TYP.)
c 4
6" DIA. STATIC WATER LEVEL
INLET
6" DlA. OUTLET
SCH.
SCH. 80 PVC
Varies
80 PVC
42" MIN. SS PIPE
EXTERIOR PROTECTIVE
INTERIOR
SUPPORT
COATING
PROTECTIVE STRAP
COATING
6" 1 12"
6" Min.
1
6" Min.
1
1 /2" or 3/4"
Crushed Stone
SECTION
NOTES:
All joints & pipe penetrations to be made watertight with non —shrink waterproof grout.
No structural joints shall be allowed below inlet & outlet elevations.
Provide 24 hour detention time.
Minimum 1000 gallon capacity tank
OIL / WA TER SEPA RA TOR DE TA IL
NOT TO SCALE
3" BIT. CONC.
4" PROCESSED STONE BASE
(CT -DOT M.05.01)
20'
PLAN �Ivv �.vlw
CLASS "A" CONC.
6"x6" #6 WIRE MESH
8" COMPACTED
GRAVEL BASE
(CT —DOT M.02.03)
SECTION A -A
CONC. DUMPSTER PAD DETAIL
NOT TO SCALE
12'
18,
I
3'
HANDICAP PARKING SPACE
iV T T Sl ALE
CL
PLANT SHRUBS 6' O.C.
1' OFF BACK SIDE OF KOIRLOG
(SEE LANDSCAPE PLAN FOR SPECIES)
2"X2"X36" OAK STAKE
2' O.C.
PLACE EXCAVATED MATERIAL —J ` 12" KOIRLOG
BEHIND KOIRLOG AND TAMP BY NEDIA ENTERPRISES OR EQUAL
1' � 4
SECURED TO STAKES W/ TWINE
HAND EXCAVATED TRENCH
EXIST. STREAM 1' BACK FROM EXIST. BANK AND
BOTTOM 4" BELOW STREAM BOTTOM
STREAM BANK STABILIZATION
NOT TO SCALE
N
SLEEVES
ENCE
'RIVACY SLATS
PAVEMENT/TOPSOI
4''°
APPROVED GRANULAR NON —
ORGANIC BACKFILL MATERIAL
PLACED AND COMPACTED IN
ONE FOOT (1') (MAX.) LIFTS.
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
16-345, AS AMENDED, PLACED
12" (MIN.) TO 24" (MAX.) ABOVE
TOP OF PIPE.
PIPE, AS SPECIFIED
SAND BLANKET
3/4" BROKEN TRAPROCK
O.D.
1' PIPE 1'
TYPICAL SECTION
CULVERT END
A
PLAN VIEW
END WALL
EXTEND RIPRAP ADDITIONAL 3'
UP THE SLOPE OPPOSITE
OF OUTLET PIPE
�3 3
1.25'
1.5' INTERMEDIATE
RIPRAP
NONWOVEN FILTER FABRIC 6" GRANULAR FILL
MIRAFI 140N OR EQUAL
SECTION A-- A
PREFORMED SCOUR HOLE
� SAND BLANKET
1I MIN. !' ` FILTER FABRIC
< (SEE NOTE)
PIPE, AS SPECIFIED
< 3/4" BROKEN TRAPROCK
a
6" MIN. n
O.D.
PIPE 1'E 1'
PIPE - IN GROUND WATER
NOTE:
1. INSTALL CLAY STOPS WHERE NECESSARY.
2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2,
WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-1 AND
ADS OF 0.43 mm TO 0.22 mm AND SHALL MEET
AASHTO M288-96.
T YPI CAL SAN/ TAR Y SEWER TRENCH SEC TION
INVT TV S^iALG
f----12"--j
o a) t
Q E HANDICAPPED 21"
x PARKING
CO d STATE PERMIT
REQUIRED
VIOLATORS
SUBJECT TO
PENALTY
White
4"x4" Steel Tube with Welded Top
Cap Anchored 24" in Solid Concrete
T YPI CAL HANDICAP SIGN
NOT TO SCALE
NOT TO SCALE
GENERAL NOTE REGARDING DETAILS:
11 ALL MATERIALS SHALL CONFORM TO 11
CT DOT FORM 814, LATEST EDITION,
UNLESS OTHERWISE NOTED.
3
3-7-03
1 TAC
I JRR
INO CHANGES THIS SHEET
2
9-18-02
TAC
JRR
P&Z & WETLANDS CONDITIONS OF APPROVAL, ADD PLOT PLAN
1
7-18-02
1 TAC
I
AL PLANNER & ENGINEER'S COMMENTS
REVISIONS
NO
I DATE
BY
I APPR.
Detail Sheet
Lot 6 & 7
40 Sandra Drive
South Windsor, Connecticut
Owner/Developer
Andre L. Andre K.
Char b onne au
125 Edwin Road
South Windsor, Connecticut
528— 7551
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
`�so•" of WIlm" �� ���' 1 SHOHAM ROAD
;,��'��y�p(H RJ�tis•.,��+ « - EAST WNDSOR, CONNECTICUT 06088
,�;�[ i /ncn� cnz nccn
i• �` FAX: (860) 623-2485
0.08048 k� r
'�'� •':� BY SCALE DATE SHEET CHECKED NO.
DPS/LF AS SHOWN 1 6-19-02 7 of 7 JRR 2002-024