HomeMy WebLinkAbout00-11P_RESUBDIVISION MAPLE WOOD_ELLINGTON ROAD RTE. 74_1Map Lot Name & Address Map Lot Name & Address Map Lot Name & Address
51 103 49 Rocky A. Paczosa & Susanne Seaha 103 2 Jeffrey R. Peters & Nicole A Knickerbocker 104 1 John & Marjorie Collins
S149 Foster Street 517 Miller Road 590 Miller Road
South Windsor, Ct. 06074 South Windsor, Ct. 06074 South Windsor, Ct. 06074
50 Janice E. Stewart 3 Joseph L. & Joan W. Snyder 2 Phillip D. Searle
50 961 Foster Street 529 Miller Road 8 Dart Hill Road
\ South Windsor, Ct. 06074 South Windsor, Ct. 06074 South WIndsor, Ct. 06074
51 Neil D. & Barbra J. Coburn 4 Daniel J. & Irene E. Fitzpatrick 12 Doris A Robidoux
969 Foster Street 541 Miller Road 7 Dart Hill Road
49 ��Q' / / \ 58 11 61 South Windsor, Ct. 06074 South Windsor, Ct. 06074
South Windsor, Ct. 06074
\ 29 91 Jan & Elizabeth Lukasik 5 Mark F. & Constance Kapral 13 Dante Aquije & Marina Z. Ramirez
��. 1.00 Oxford Drive 563 Miller Road 19 Dart Hill Road
/ South Windsor, Ct. 06074 South Windsor, Ct. 06074 South Windsor, Ct. 06074
92 Richard & Greta Cyr 6 David & Deborah Newirth 67 David A. & Barbara G. Raymond
/ 501 Miller Road 560 Miller Road 33 Fairview Drive
30 \
South Windsor, Ct. 06074 South Windsor, Ct. 06074 South Windsor, Ct. 06074
\ 93 Rebecca A. & Shawn Breen 7 Leroy M. Ryan 69 Joan P. Shapiro
\ 507 Miller Road 565 Miller Road 17 Fariview Drive
\ South Windsor, Ct. 06074 South Windsor, Ct. 06074 South Windsor, Ct. 06074
/ 70 Paul B. Groobert
\ / 8Edward 2674 Ellington Road
\ 7 Fairview Drive
South Windsor, Ct. 06074
South Windsor, Ct. 06074
9 Mary E. Moffatt 108 Paula A. & William T. Meo, Jr.
\ 2660 Ellington Road 24 Tumble Brook Drive
\ / J South Windsor, Ct. 06074 South Windsor, Ct. 06074
10 Stanley C. & Rose M. Smith 109 Adrian & Ewa Polak
1 91 2650Ellington
or, oa 06074 12 Tumble Brook Drive
hllin
South Windsor, Ct. 06074
P� 92 500' LIMIT LINE 11 Manuel R. Fonseca, Jr. 110 Pamela C. & Bohdan W. Maksymiuk
0 2640 Ellington Road 4 Tumble Brook Drive
0
V,O 1 South Windsor, Ct. 06074 South Windsor, Ct. 06074
12 Anthony & Betty Camerota 111 Stephen P. Langford
2635 Ellington Road 16 Fariview Drive
5�7 South Windsor, South Windsor, Ct. 06074
Ct. 06074
1 \ 13 2629 Ellington Road ria L Jalbert 112 Michael L. Boggio
g 2680 Ellington Road
47 South Windsor, Ct. 06074 South Windsor, Ct. 06074
31 �\ — — 2 1 14 Ruth G. & Ernestine D. Elliott
32 \ \ 2615 Ellington Road 115 44 30a St nef iz da Trail St. Onge
P.O. Box 683 South Windsro, Ct. 06074
\ \ 1 South Windsor, Ct. 06074
\ j \ 45 Kenneth C. Longo
1 ti n.,,,, e t a 1 i i nd a to H a r.+ t
iv Lw IIAAu 0 ,..11uu — 7...a 550 Miller Road
34 1 \ / \ 2601 Ellington Road South Windsor, Ct. 06074
33 South Windsor, Ct. 06074
/ 46 46 Carolyn Frattaroli
\ \ 16 Ernest R. & Susan Jacobsen 11 Stonefield Trail
1 1 3 V� 44 2589 Ellington Road South Windsor, Ct. 06074
South Windsor, Ct. 06074
47 Town of South ViIndsor
17 Donald J. Hebert & Jean M. Tedesco
93 P g SouthSWind roullivan ACt 06074
QI` 2579 Ellington Road
J � CO� South WIndsor, Ct. 06074
„ 57 James F. W. &Priscilla P. Davis
18 504 Miller Road
/ 19 Joseph J. & Santina D. Carino South WIndsro, Ct. 06074
1 1 , 4 1 45 P.O. Box 503 South Windsor, Ct. 06074 58 Paul J. & Paulette H. Farris
1 1 1 471 Miller Road South Windsor, Ct. 06074
20 ,
61 Thomas J. & Gertrude M. Finn
1 / 22 David J. & Marie P. Barth 1028 Foster Street
1 r / 2534 Ellington Road South Windsor, Ct. 06074
22 ail 1 South Windsor, Ct. 06074
VZ t 17d
23 Anthony Phillips
'UN 1 26 1 5 1 2542 Ellington Road
1 tJ , South Windsor, Ct. 06074
\Cj 6 24 Patrick R. Lausier
(a I ll /� r..UJV L'lllgll l.V1�VCl 11
1 1 S' ` / South WIndsor, Ct. 06074
23 ' i 25 Fred L. & Doris M. Babbitt
28 2560 Ellington Road
24 11 1 \ 11 South Windsor, Ct. 06074'
11 ' 26
t t 27 1 — — 27 Linda J. Hanson
1 `
2580 Ellington Road
1 South Wlndsor, Ct. 06074
— -- 1 28 Elaine D. Gerlt
1 I 10 Robin's Wood Way
25 1 1 I 11 � 10 I South Windsor, Ct. 06074
1
1 1 9 1 8 1 29 Ralph H. Winn, Jr.
1 1 213 Old Springfield Road
112 \ Stafford Springs, Ct. 06076
30 Daniel F. & Lynn M. Savino
980 Foster Street REV. 6-9-00 PROPERTY LINES REVISED
South Windsor, CA 06074 REV. 4-18-00 DETAIL SHEET ADDED
ELLI NGTON ROAD RTE. 74 31 Elaine D. Gerlt 10 y p
19 — _ _ _ _ �— T
SouthbWindsor,dCtTa06074
o R esub divisi,
104/2 32 Deborah & James J. Gallagher, Jr. Tyr
4 18 LU 6 Robin's Wood Way Maple Woo
o
> 1O .•j South Wlndsor, Ct. 06074
20 1 1 a 104/12 t1P I Ellington Road Rte
70 � \0 � i ,.�.�33�Katherine N. Baer � South Windsor,
13 12 I , .. , , �Squth irWsor, Ct. 0 74 Conn
I / _ _ _ ` `� 34 F M-i'itnolii lati k '° Owner/ApplicOn t
19 1 4 I 902 Foster Street
15 — 104/13 South Windsor, Ct. 0074 Elaine D . G E
17 16 69 10 Robin's Wood
1 ` DATA BLOCK ,. ~:. : •.t T ,y
�ti+.�iF.l:1i.:-;.,L..� ...:L ✓1ii�'Tst�..,3L� n- t�_ �i��- -� - °`
ZJOU>:n WInaSOr, Conn
Zone
1 J� Lot Area -13.12 Ac.
/ %Q som WIN®SOF� Min. Lot Area - 40, 000 s.f.
tom. --__-____ ..._., , J.R. RUSSO & A�
i.` .�..�.�►�rcolAl� nl=G)'� Min. Lot Width -175'
CNlallVCGRu�� �+�-� Min. 1_ot uepm - cvv 4f TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS ' `
11 U 50� Building Line ... �--, �` Q(� MAP /S SUBSTANTIALLY CORRECT AS NOTED HEREON. � �Land Surveyors & Profe�
20 Side Line_�_._
1 1 109 50' Rear Line
�.,�„.�tws .a�,.;,t;�, '•� " 'a�.;•' Otti911f1U/11 `, F
r Number of Lots -10� CONN'�o t
��_ � SHOH
108 ��,��'• �� R. R C'�,a�` � EAST WINDSOR
GRAPHIC SCALE� Gs�.'e�'-w , c
e Co: O•: -4 M fQRM c
100 0 50 100 200 400
THIS PLAN WAS COMPILED FROM OTHER MAPS. RECORD RESEARCH AND/OR OTHER : (8
SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN No.c FAX: (860
' AND IS SUBJECT TO SUCH CHANGE '' �•'
( IN FEET) OBTAINED AS THE RESULT OF A FIELD SURVEY, -.N 13Y SCALE DATE SHEET
AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. — —
L. 1 inch = 100 ft. ����"U'lli alesit�0�'`o LF 1 "=100' 3-23-00 1 of 5
i 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
AREA CODE 860 1 644.2511
May 12, 2000
Certified NP462498091
Mrs. Elaine D. Gerlt
10 Robin's Wood Way
South Windsor. CT 06074
RE: Appl. t100- I IP, Maple Wood, lot located on Ellington Road, westerly
of Ellington Road and southerly of Miller Road
Dear Mrs. Gerlt:
At the May 3, 2000 regular meeting, the Inland Wetlands
Agency/Conservation Commission approved application h00- 11P - Maple
Wood re subdivision. Conservation application for the creation of a single
family residential house lot located on Ellington Road, westerly of
Ellington Road and southerly of Miller Road, RR zone (Assessor's map
N 103, parcel N28. This approval is subject to the following conditions:
l . 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 Plans submitted to Planning th
Zoning Commission shall be considered having met this requirement.
2. The application shall indemnify ana hold harmless the Town of South
Windsor against any liability, which might result from the proposed
operation or use.
3 The permit is valid for five years and shall expire on May 4, 2005. 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.
Maple Wood
May 12, 2000
Page 2
4. All approvals required must be obtained and submitted prior to any
activity on the site.
S. A contact person shall be identified on the plans.
6. It should be noted on the deed that there are wetlands and regulated areas
on this site and clearing of vegetation should be limited to non -regulated
areas only.
Vcry truly yours,
INLAND WE`rLANDS AGENCY/
CONSERVATION COMMISSION
l t'&,�_tnld r,
Elizabeth Warren, Chairperson
EW:dr
cc: Chief Building Official
Town Engineer
� Q /o-cv�2 0� v�'•outA `��nd.�a�i
S
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
AREA CODE 860 / 644-2511
May 24, 2000
CERTIFIED MAIL
Wayne Gent, Esquire
112 Deming Street
South Windsor, CT 06074
Dear Attorney Gerlt:
Re: Appl #00-11P, Maple Wood Resubdhision
We are pleased to advise you that the Planning & Zoning Commission voted on May 23, 2000, to approve
with modifications application #00-1 iP, Resubdivision on 2 acres to create 1 lot to be known as " Maple
Wood" on property located on Ellington Rd., RR zone as shown on plans prepared by J.R. Russo &
Associates, project 499109 and dated 3/23/00, as revised. This approval is subject to the following
modifications:
1. This approval is for 1 lot, numbered 1.
2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer.
3. This lot shall be serviced by septic system and is subject to the approval of the Town Sanitarian.
4. Water shall be supplied to this subdivision by public water.
5. This application is subject to the conditions of approval of the Inland Wetlands
Agency/Conservation Commission.
6. All plans used in the field by the developer must bear the stamp and authorized signature of the
Town of South Windsor.
7. All easements for conservation purposes, drainage or utilities, that may be required in connection
with the approval of this subdivision, must be submitted on standard Town easement form where
appropriate, to this Commission prior to filing the mylars and issuance of building permits. All
deeds for open space_ public improvements and roadways must be submitted prior to request for
Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be
approved by the En;;ineerine Department and Town Attomev-
8. Footing drains are required for each house. Prior to the building of any structure on a lot, a
topographic map, drawn to a scale of 1" = 40', shall be submitted for each lot in the subdivision,
showing proposed contours, elevations and the location of the footing drains. No building permits
will be issued until the proposed contours, floor elevations and location of footing drains have been
approved by the Town Engineer.
9. If, for any reason, finished grading and other individual lot site work is not completed, the Town
Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash
bond must be submitted prior to issuance of a Certificate of Occupancy.
10. A drainage assessment fee in the amount of $50 shall be submitted to this Commission.
11, No building permits will be issued until all modifications have been complied with, and the final
plans have been filed in the Town Clerk's office.
12. The culvert flared end must be on a concrete pad and a detail included.
13. DOT encroachment permit is required for the driveway entrance onto Ellington Rd,
Black and white transparent mylars of Sheets 42 with the above modifications, together with three
blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this
Commission within 3v days to be srampea and signed, ine letters of approval of this Commission, as
well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars.
After mylars have been signed by the Commission, they will be returned to you for filing in the Office of
the Town Clerk by September 2, 2000, After filing these plans, a copy of the receipt must be submitted to
the Planning Department.
Sincerely,
710a_� d. �%14_6 klli.0
Walter J. Mealy, Chairman
Planning and Zoning Commission
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
Board of Education
N/F
Katherine N. Baer
0.11
EXIT
I.P.
44.74'
N f 0.33' 56"E
r
SEE DETAIL "B'"
O
N
N/F N/F
Daniel F. & Ralph H. Winn, Jr.
Lynn M. Savino
SEE DETAIL "C"
4 35.00'
S76.26'28"E
WA Y
1073 PG. 155)
a
x
N/F , c
Elaine D. Gerlt� Q'
(Lot 4 Robin Is t,
Wood Subdivision)
42.88'
N76.26'28" W
2700
S10• ."5 13
rn 2
N/F or'
Deborah & James J. j
w /
Gallagher, Jr. �� o
o.
. 3
79
o S1 o 300
EXIST.
HOUSE
EXIST
MON.
UTILITY EASEMENT IN FAVOR
OF LOT 1 (SEE VOL. 1073 PG. 75)
N/F
Jan & Elizabeth Lukasik
(Lot 1 Maple Wood)
C.L,&P. EASEMENT
(SEE VOL. 1124 PG. 279)
�N30 2 51 "E .•�
246.02'
.5
h6 A0.
5
PROPOSED
RIGHT OF WAY
R Remaining Land Of
N/F Elaine D. Gerlt 11.05 Ac.
DETAIL "B"
N.T.S.
N/F
Rebecca A. & Shawn Breen
(Lot 3 Maple Wood)
v
o cc
S21.4034„w
_r-- 340.01.
W
a
DETAIL "C"
N.T.S.
15.38'
N68.29'57" W
N/F
Irene E. Fitzpatrick
N/F
Mark F. & Constance Kapral
/ N/F
Leroy M. Ryan
210.00' 37.01 ' f 80.78'
N/F 0 Area = 90, 137.16 s.f. S33.42'03"W 126.00' SEE DETAIL 'a"
Linda J. Hanson 2.07 Ac. 333.25' 03" W 247.01 ' (Totatf •
cn S33.42' 03" W
Cu ce o O
o w� CA 3
0
i o I w N/F N/F
o Manuel R. Stanley C. &
b 0 ch Fonseca, Jr. O Rose. M. Smith ' N/F N/F
t Mary E. Moffatt 1 Edward G. Silber
I
50' BUILDING LINE
244.85' 250.00'
S34.02'28"W 494.85' (Total)
Ellington Road Rte. 74
- _ N34.02' 28"E
440.97'
50' REAR LINE
r 4 4 2
GRAPHIC SCALE
100 0 50 100 200
( 1N FEET )
1 inch = 100 ft.
C.G.S. COORDINATES
PT. No. North East
1 369020.662
660757.370
2 369125.130
660562.726
3 369580.895
660883.298
4 369415.702
659791.409
5 368778.894
659919.314
6 368610.610
660480.359
400
h I
b
ko
01
CO
A = 90.00' 00"
R= 20.00'
L=31.42'
OLEGEND:
• EXISTING l.P.
• EXISTING MONUMENT
O PROP. /. P.
o PROP. MONUMENT
Zone
- RR
Min.
Lot Area
Min.
Lot Width
Min.
Lot Depth
Building Line
Side
Line
Rear
Line
DATA BLOCK
Required
40,000 s.f.
175'
200'
50'
20'
50'
Provided
90,137.16 s.f.
250.00'
310.02'
50'
20'
50'
This survey and map has been prepared in accordance with Sections 20-300b-1 th-ru 20-300b-20 of the
Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of
Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Property Survey.
Exterior subdivision boundary lines are based on a Dependent Resurvey. he boundary determination of
the interior lot lines are based on an Original Survey. This survey conforms to Horizontal Accuracy Class
A-2.
This document and copies thereof are valid only if they bear the live signature and embossed seal of
the designated professional. Unauthorized alterations render any declaration hereon null and void.
Reference Map:
"Subdivision Plan Resubdivision Maple Wood Miller Road & Ellington Road South
Windsor, Connecticut Owner/Applicant 10 Robin's Wood Way South Windsor,
Connecticut 644-2565" 1"=40' 7-1-96 Rev. 11-18-96 Class A-2 by J.R. Russo &
Associates, Joseph R. Russo, L.S.
Notes:
I. Parcel is not located in a flood hazard zone, Panel No. 090036 0002 B.
2. Portion of the parcel is located in inland wetlands as mapped by Bruce C.
Laskey, Soil Scientist.
3. The existing topography depicted hereon were taken from plan entitled
"Topographic Map Town of South Windsor Hartford County, Connecticut"
Scale 1"=100' by Quinn Associates, Horsham, Pa.
4. Elevations are based on N. G. V. D. 1929 Datum.
5. Bearings are based on C.G.S. N.A.D. 1983 Datum.
6. 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
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.
7. The soil erosion and sediment control contact person: Wayne Gerlt 10
Robin's Wood Way South Windsor, Ct. 644-2565.
8. Limits of clearing must be delineated in the field prior to clearing and
approved by the Zoning/Wetlands Enforcement Officer.
R
EXIST.
I.P.
R
0.53'
0.23'
DETAIL "A"
N. T. S.
REV. 6-9-00 CONDITIONS OF APPROVAL
REV. 4-18-00 DETAIL SHEET ADDED
Subdivision Plan
Resubdivision
Maple Wood
Ellington Road Rte. 74
South Windsor, Connecticut
Owner/Applicon t
Elaine D. Gerlt
10 Robin Is Wood_ Wa_ v
South Windsor, ConnectJicut
J.R. RUSSO & ASSOCIATES
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS Land Surveyors & Professional Engineers
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
```��`etatanttffrti�rri � -,-
; �e OF C..... pi
Q%R
A R,.G 1 SHOHAtN ROAD
so•: ? - EAST WINDSOR, CONNECTICUT 06088
' - (860) 623- 0569
.8048 a FAX: (860) 623-2485
• •.t • • • •• BY SCALE DATE SHEET CHECKED NO.
������ur►tntu1111�0 LF 1'-100' 3-23-00 2 of 5 JRR 99109
V
TEST PIT DATA
TEST PIT DATA
40 0
\
280 J
t4
to
na�f ,` � ' WATER •!� ,'
00
CO
` Remaining Land of -
` N/F..Elaine D. Gerlt 11.75 Aip. f \
,
N/F
�inda J. Hanson I
PROP. VERSA`-LOK RET. WALL
y. CONTRACTOR SHALL PROVIDE
WALL' DESIGN FROM MANUFACTURE -
• !' FOR REMEW BY THE ENGINEER
PRIOR TO INSTALLATION
0
,
g `
12" RCP FLARED END
}< < 9'02' SPLASH PAD 2" NATIVE
STONE. Sw THICK ON MIRAFI
50OX FABRIC
f r` 40'-12" HI-0
S-1.3X
\ Y
EXIST. MAIL BOX TO BE
RELOCATED AS NECESSARY
50' 8�01W ING LINE
I �
24
28" MAPLE t c4 MAPLE
OAK u
EROSION do SEDIMENT CONTROL PLAN KEY
PV PERMANENT VEGETATIVE COVER
TV TEMPORARY VEGETATIVE COVER
C E CONSTRUCTION ENTRANCE
ST SILT FENCE
GRAPHIC SCALE
20 40 80
( IN FEET )
1 inch = 40 ft.
160
276
278 24" OAK & 15" HICKORY
TO BE REMOVED -
LEGEND:
�
UTILITY POLE
G
WATER GATE
m
GAS GATE
o
PROP. CA TCHBA SIN
O
PROP. YARD DRAIN
O
EXISTING CATCH BASIN
-�
SIGN
HYDRANT
- w -
PROP. WA TER
- - w- -
EXIST. WATER LINE
PROP. STORM SEWER
EXISTING STORM SEWER
A
WETLAND LIMIT
- =^°- - -
EXISTING CONTOUR
--Ar
PROP. CONTOUR
256..0
EXISTING SPOT GRADE
256.0
PROP. SPOT GRADE
•
EXISTING I.P.
•
EXISTING MONUMENT
O
PROP. L P.
o
PROP. MONUMEN T
- - - -�
STAKED HA YBALES OR SILT FENCE
SEPTIC SYSTEM DESIGN CRITERIA.
NUMBER OF BEDROOMS 4 _
PERCOLATION RATE 1-10 min./inch.
OTHER N/A _
REQUIRED LEACHING AREA = 660 sq.ft.
MINIMUM LEACHING SYSTEM SPREAD (MLSS)
(HYDRAULIC FACTOR 26 ) x (FLOW FACTOR 2 ) x (PERCOLATION FACTOR 1.2) = MLSS IN FEET 62.4
1
r PVC SDR 35
FROM D-BOX TO
LEACHING GALLEYS
PROP. TREE LINE -�
��� , �34•V2'LV"E ,,
440.97'
Lot 4
Area = 90,137.16 s. f.
2.07 Ac. #10
LIMIT OF REGULATED AREA
FROM WETLANDS (TYP) /
/
50' REAR LINE
19
TEMPORARY TOPSOIL
STOCKPILE SURROUNDED
BY SEDIMENT BARRIERS
TO BE REMOVED
YARD DRAIN
TF-281.0
FL-279.0 �4"�
FL-277.5 12 )
,
• �3 '
'�' YY ice"• ,f 0
115
PUMP & PUMP CHAMBER
FL-281.9 IN
4" PVC SDR 35
_ 1500 GAL SEPTIC TANK
r FL-282.35 IN. Flw282.10 OUT
4" PVC SCH 40
FROM HOUSE TO
zea SEPTIC TANK
�- FL-284.3
,
,
90'x90'
BUILDABLE SQUARE
172-8-6731
290 N/F
Manuel R. Fonseca, Jr.
- FL 284.0 A=: 90'DO' 00"
R=- 20.00'
_ are L='31.42'
EXIST. DRIVE ENCHROACHE:S
APPROX. LOCATION OVER PROPERTY LINE
EXIST. WATER MAIN
Observation pits were observed by J. R Russo &
Associates and the Town Sanitarian on 4-3-96
TP 1
0"- 8"
Topsoil
8"-30"
Fine Sand Silty Loam
30"-48"
Red Med. Fine Sandy Gravel
48"-81"
Very Compact Fine Sand -Some Silt
Groundwater @ 48"
TP 2
0"- 8"
Topsoil
8"-28"
Fine Sand Silty Loam
28"-51"
Red Med. Fine Sandy Gravel
51"-90"
Very Compact Fine Sand -Some Silt
Groundwater @ 34"-39"
TP 3
0"- 8"
Topsoil
8"-22"
Fine Sand Silty Loam
22"-62"
Med. Fine Sandy Gravel
62"-82"
Compact Fine Sand -Some Silt
Groundwater @ 39"
TP 4
0"-10"
Topsoil
10"-30"
Fine Sand
Silty Loam
30"-65"
Med. Fine
Sandy Gravel
65"-93"
Compact Fine Sand -Some Silt
Groundwater @ 31"
TP 5
0"- 8"
Topsoil
8"-34"
Fine Sand
Silty Loam
34"-72"
Med. Fine
Sandy Gravel
Groundwater @ 20"
Observation pits were observed by J. R. Russo &
Associates and the Town Sanitarian on 11-16-99
TP 100
0"- 7"
Topsoil
7"-16"
Fine Sand Loam Light Brown
16"-27"
Med. Sandy loam
27"-92"
Red Brown Till
Roots @
30"f
TP 101
0"- 8"
Topsoil
8"-16"
Fine Sandy Loam
16"-32"
Sandy Loam (Med.)
32"-82"
Till
Roots @
28"f
TP 102
0"- 7"
Topsoil
7"-24"
Med. Fine Sandy Loam
24"-82"
Till
Mottling
@ 24"
Roots @
24"f
Pere Rate 1-10 min./inch
7--
Notes:
J7
ko
1.
Parcel is not located in a flood hazard zone, Panel No. 090036 0002 B.
Z`
2.
Portion of the parcel is located in inland wetlands as mapped by Bruce C.
Laskey, Soil Scientist on September 6, 1994.
y18
,
3.
The existing topography depicted hereon were taken from plan entitled
\ \
"Topographic Map Town of South Windsor Hartford County, Connecticut"
Scale 1"=100' by Quinn Associates, Horsham, Pa.
4.
Elevations are based on N. G. V. D. 1929 Datum.
��
5.
Bearings are based on C.G.S. N.A.D. 1983 Datum.
37.01 '
,247.01 - -' -
6.
Underground utility, structure and facility locations noted hereon have
0 _
been compiled, in part, from record mapping supplied by the respective
2
` \
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
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-L!M-U79-AArr,
`
EXIST. TREE LINE (TYP)
7.
The soil erosion and sediment control contact person: Wayne Gerlt 10
Robin's Wood Way South Windsor, Ct. 644-2565.
8.
Limits of clearing must be delineated in the field prior to clearing and
approved by the Zoning/Wetlands Enforcement Officer.
9.
Lot 4 effluent from the septic tank must be pumped to the leaching field.
10.
Recommend perforated pipe and stone drainage around footing and under
N/F
basement floor.
Stanely C. & Rose M. Smith
11.
Roof drain shall discharge to surface splash blocks.
This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the
Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of
Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Property Survey.
Exterior subdivision boundary lines are based on a Dependent Resurvey. he boundary determination of
the interior lot lines are based on an Original Survey. This survey conforms to Horizontal & Vertical
Accuracy Class A-2 & T-3.
This document and copies thereof are valid only if they, bear the live signature and embossed seal of
the designated professional. Unauthorized alterations render any declaration hereon null and void.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
�����F CONN� ,&.%s
eti �,..........
0co
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0.08048_ ;
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REV. 6-9-00 CONDITION OF APPROVAL, FLARED END REVISED
REV. 4-18-00 ADDED SAN. PIPE TYPE, RET. WALL NOTE, REV. SPLASH PAD,
NOTE #11, AND DETAIL SHEET
Topographic Plan
Resubdivision
Maple Wood
Ellington Road Rte. 74
ovutn VVInusor, Connecticut
Owner/Applican t
Elaine D. Gerlt
10 Robin's Wood Way
South Windsor, Connecticut
J.R. RUSSO & ASSOCIATES
' Land Surveyors & Professional Engineers
1 SHOHAM ROAD
EAST WINDSOR, CONNECTICUT 06088
(860) 623-0569
FAX: (860) 623-2485
BY SCALE DATE I SHEET CHECKED NO.
LF 1 "=40' 3-23-00 3 of 5 ✓RR 1 99109
I
NARRATIW
SEEDING SCHEDULE
*Permanent seeding shall be accomplished with one of the following seeding mixtures:
KIND OF AREA
BORROW AREAS, ROADSIDES, DIKES, LEVEES,
POND BANKS AND OTHER SLOPES AND BANKS
Seed Mixture Lbs Acre Lbs./1,000 S. F.
Kentucky Bluegrass 20 .45
Creeping Red Fescue 20 .45
Perennial Ryegrass 5 .10
Total 45 1.00
LAWNS AND HIGH MAINTENANCE AREAS
Seed Mixture Lbs/Acre Lbs./1.000 S. F.
Kentucky Bluegrass 20 .45
Creeping red fescue 20 .45
Perennial rye-*rass ,n
Total 45 1.00
Temporary Seeding Rates and Dates
SEEDING RATES (pounds) DATE1,3 DEPTH2
SPECIES Per Acre Per 1,000 S. F. 8/1 — 10/1 (inches
Annual ryegross 40 1.0 3/1 — 6/15 0.5
1/ May be planted throughout summer if soil is adequate or can be irrigated.
2/ Seed at twice the indicated depth for sandy soils.
3/ The fall seeding dates may be extended 15 days in the coastal towns of New London, Middlesex,
New Haven and Fairfield counties.
Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut,
Organic Mulch Materials and Application Rates
RATES
MULCHES Per Acre Per 1000 sq.ft. NOTES
Straw or hay 11/2 — 2 tons 70-90 lbs. Free from weeds and course matter.
Must be anchored. Spread with
mulch blower or by hand.
Source: Virginia Erosion and Sediment Control Handbook 1980.
SOIL EROSION AND SEDIMENT CONTROL NOTES
All soil erosion and sediment control work shall be done in strict accordance with the
Connecticut Guidelines for Erosion and Sediment Control including the latest date from
the Connecticut Council on Soil and Water Conservation.
Any additional erosion/sedimentation control deemed necessary by town staff during con—
struction, shall be installed by the developer. In addition, 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 Barriers shall be placed as indicated immediately after a cut slope has
been created. 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.
In all areas. removal of trees_ hushes nnei nthPr %, riA+n+;n .vu .� +;�+..�bs .� _
y warvl. Va Well Va VlJlul UVIIGC VI U1C
soil is to be kept to an absoluteminimumwhile allowing proper development of the site.
During construction, expose as small on area of soil as possible for as short a time as
possible.
The contractor shall notify the town engineer at the beginning and end of each step of the
construction procedure and shall not proceed with the next step until the town engineer
has inspected the work.
Topsoil is to be stripped and stockpiled in amounts necessary to rmm�l PtP finichari r, A;nn
- -- ......,.
of all exposed areas requiring topsoil. The stockpiled topsoil is to be located as indic—
ated on the plans and temporarily seeded and ringed with a Sediment Barrier to prevent
erosion if it is to remain more than 30 days.
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.
All fill areas shall be compacted sufficiently for their intended purpose and as required
to reduce slipping, erosion or excess saturation.
All soil erosion and sediment control operations shall be in place prior to any grading
operations and installation of proposed structures or utilities and shall he IPft in nlnra
until construction is completed and/or area is stabilized.
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.
Fill intended to support buildings, structures, conduits, etc, shall be compacted
in accordance with local requirements or codes.
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 hoyboles. Temporary seeding of
the stockpiled topsoil shall be completed within 15 days of its formation.
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.
SEDIMENT BARRIERS (S"�
Straw/Hay Bales — Installation Requirements
SheetFlow Applications
Bales shall be placed in a single row, lengthwise on
the contour, with ends of adjacent bales tightly
abutting one another.
All bales shall be either wire —bound or string —tied.
Boles shall be installed so that bindings are oriented
around the sides rather than along the tops and
bottoms of the bales to prevent deterioration of the
bindings.
The barrier shall be entrenched_ and hac_kfillari A
trench shall be excavated the width of a bale and the
length of the proposed barrier to a minimum depth of
4 inches. After the bales are staked and chinked,
the excavated soil shall be backfilled against the
barrier. Backfill soil shall conform to the ground
level on the downhill side and shall be built uD to
4 inches against the uphill side of the barrier.
Ideally bales should be placed 10 feet away from toe
of slope.
Each bale shall be securely anchored by at least two
stakes or rebars driven through the bale. The first
stake in each bale shall be driven toward the
previously laid bale to force the bales together.
Stakes or re —bars shall be driven deep enough into
the ground to securely anchor the bales.
The gaps between bales shall be chinked (filled by
wedging) with straw to prevent water from escaping
between the bales. (Loose straw scattered over the
area immediately uphill from a straw bale barrier
tends to increase barrier efficiency).
In sloping areas where surface flow follows the bale
line, perpendicular bale checks shall be installed at
appropriate intervals (100 feet maximum).
Inspection shall be frequent and repair or
replacement shall be made promptly as needed
Bale barriers shall be removed when they have served
their usefulness, but not before the upslope areas
have been permanently stabilized.
Channel Flow Applications
Bales shall be placed in a single row, lengthwise,
oriented perpendicular to the contour, with ends of
adjacent bales tightly abutting one another.
The remaining steps for installing a bale barrier for
sheet flow applications apply here, with the following
addition.
The barrier shall be extended to such a length that
the bottoms of the end bales ore higher in elevation
than the top of the lowest middle bale to assure that
sediment laden runoff will flow either through or
over the barrier but not around it.
Catch Basin Application
Bales shall be placed in a square or rectangular
shape around depressed catch basin inlets.
Catch basins constructed on sloping areas shall not be
encircled by bales.
The areas immediately around the catch basin may be
excavated slightly to increase ponding of runoff
water around catch basin.
The remaining steps for installing a bale barrier for
sheet flow applications apply here.
Maintenance
Inspection shall be made after each storm event and
repair or replacement shall be made promptly as
needed.
Cleanout of accumulated sediment behind the
bales is necessary if 1 /2 of the original height of the bales
becomes filled in with sediment.
Silt Fences — Installation Requirements
Sheet Flow Applications Only
Synthetic filter fabric shall be a pervious sheet of
propylene, nylon, polyester or ethylene filaments and
shall be certified by the manufacturer or supplier
as conforming to the requirements of the guidelines.
The height of the barrier shall not exceed 36 inches.
Ideally the barrier should be placed 10 feet away
from the toe of slope.
When joints are necessary, the filter cloth shall be
spliced tvgeth er gild SuCumly Sealed at a support
post or overlapped according to the manufacturer's
recommendation.
Posts shall be spaced a maximum of 10 feet apart
along the barrier and shall be driven securely into
the ground (12 inches minimum).
A trench approximately 6 inches wide and 6 inches
deen shnil he PXrrIVn+Pr� nlnnn +he line ^f r.ra_+_ ..r.,+
---r -.._.. __ ..,.,..y ,.,,a. — Eras.. vnU
upslope from the barrier.
The toe in fabric flop shall be extended into the
trench. The trench shall be backfilled and the soil
compacted over the filter fabric.
Filter barriers shall be removed when they have
served their useful purpose, but not before the
upslope area has been permantly stabilized.
The fabric shall be preassembled with hardwood posts
or with pockets for use with wood or metal posts.
The fabric shall be attached to the posts according
to the manufacturer's recommendation.
Maintenance
Filter barriers shall be inspected immediately after
each rainfall and at least daily during prolonged
rainfall. Any required repairs shall be made immed—
iately.
The barrier shall be replaced promptly, should the
fabric decompose or become ineffective prior to
the establishment of permanent vegetative cover.
Sediment deposits should be removed when they
reach approximately one—half the height of the
barrier.
Any sediment deposit remaining in place after the
silt fence or filter barrier is no longer required
shall be dressed to conform to the existing grade
prepared and seeded.
TEMPORARY MULCHING (MQ
INSTALLATION REQUIREMENTS
Areas which have been temporarily or permanently seeded shall
be mulched immediately following seeding. Mulch Anchoring will
be used on slopes greater than 3 percent and concentrated flow
areas such as diversion and waterway channels.
Areas which cannot be seeded within the seedling dates should be
mulched to provide temporary protection to the soil surface.
An organic mulch other than wood fiber alone shall be used, and
the area than seeded as soon as seeding dates permit.
Mulch shall be used when tree, shrub, and ground cover plantings
do not provide adequate erosion protection.
Organic Mulches
Organic mulches may be used in any area where mulch is
required, subject to the restrictions noted on page of
Organic Mulch Anchoring
gtrnw or hay mulch iu�+ be anchored i11iJ•_a atl
• 1UU1Ulely Tler
spreading to prevent windblowing. Other organic mulches
do not require anchoring. The following methods of
anchoring straw or hay may be used.
(a) Mulch anchoring tool
ThiC IC n +rri tf —dr ;__1____4 .� .J a_
a '^ imple 1� 11, vesiyileu w pullufT
mulch into the soil surface. This method provides
maximum erosion control with straw. It is limited to
use on slopes no steeper than 3 to 1 (3 horizontally
to 1 vertically), where equipment can operate safely.
Machinery shall be operated on the contour.
(b) Tracking
Apply mulch and drive tracked equipment up and down
slope over entire surface so cleat marks are parallel
to contour.
(c) Liquid mulch binders
Application of liquid mulch binders and tackifiers
should be heaviest at edges of areas and at crests of
ridges and banks to prevent windblowing. The
remainder of the area should have binder applied
uniformly. Binders may be applied after mulch is
spread or may be sprayed into the mulch as it is
being blown onto the soil. Applying straw and binder
together is the most effective method.
The following types of binders mov be used:
Asphalt
Apply in accordance with CT DOT Standard
Specification Form 812, Spec. 9.4503 Sec(4a).
Synthetic binders
Chemical binders such as Petroset, Terratock,
Hydro Mulch and Aerosproy may be used as
recommended by the manufacturer to anchor mulch.
They are useful in residential areas where
asphalt may be a problem.
(d) Mulch nettings
Install in accordance with manufacturer's
recommendations.
(e) Peg and twine
Drive 4— to 6—inch wooden pegs to within 3 inches of
the soil surface every 3 feet in all directions.
Stakes may be driven before or after straw is spread.
Secure mulch be stretching twine between pegs in a
criss—cross— within —a—square pattern. Turn twine 2 or
more times around each peg.
Chemical Mulches
Chemical mulches may be used alone in the following situations:
From May 1 to June 15 and September 15 to October 15, provided
that they are used on areas with slopes no steeper than 4 to 1
(4 horizontally to 1 vertically), which have been roughened.
If rill erosion occurs, another mulch material shall be applied
immediately.
NOTE: Chemical mulches may be used to bind other mulches or
with wood fiber in a hydroseeded slurry at any time.
Manufacturer's recommendations for application of chemical
mulches shall be followed.
Mats
Install in accordance with manufacturer's recommendations
MAINTENANCE
All mulches must be inspected periodically, in particular after
rainstorms, to check for rill erosion. Where erosion is observed,
additional mulch should be applied. Net should be inspected after
rainstorms for dislocation or failure. If washouts or breakage
occur, re —install net as necessary after repairing damage to the
clone In ,.+:,. ,. L. ....1 .J a_L_
.,I WFre. IIISpeeuVliS JIIVUFV LUKe place un`ul grasses are firmly
established. Grasses shall not be considered established until a
ground cover is achieved which is mature enough to control soil
erosion and to survive severe weather conditions. Where mulch is
used in conjunction with ornamental plantings, inspect periodically
throughout the year to determine if mulch is maintaining coverage of
the soil surface; repair as needed.
TEMPORARY VEGETATIVE COVER (TV
Site Preparation
Grade as needed and feasible to permit the use of
equipment for seedbed preparation, seeding, mulch
application, and mulch anchoring. All grading should be
done in accordance with the measure for Land Grading.
Install needed erosion control measures such as
diversions, grade stabilization structures, sediment
basins and grassed waterways.
Seedbed Preparation
Apply limestone and fertilizer according to soil test
recommendations such as those offered by the University of
Connecticut Soil Testing Laboratory. Soil sample mailers are
available from the local Cooperative Extension Service office.
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. Apply limestone (equivalent to
50 percent calcium plus magnesium oxide) as follows:
Soil Texture TgnsZAc. Lbs/1000 sq, ft,
Clay, clay loom and high 3 135
organic soil
Sandy loam, loam, silt loam 2 90
Loamy sand, sand 1 45
Refer to county soil survey report for soil textures at the site.
Where the soil has been compacted by construction operations
tions, loosen soil to a depth of 2 inches before applying
fertilizer lime and seed.
Apply seed uniformly by hand. cvrlarlP Qpprjar drill
cultipacker type seeder or hydroseeder (slurry including
seed and fertilizer). Hydroseedings, which include mulch,
may be left on soil surface. Seeding rotes must be
increased 10 percent when hydroseeding.
Mulchinq
See guidelines in the Temporary Mulching measure
PERMANENT VEGETATIVE COVER (PAI'j
Site Preparation
Grade as needed and feasible to permit the use of conventional
equipment for seedbed preparation, seedling, mulch application
and anchoring, and maintenance. All grading should be done in
accordance with the measure for Land Grading.
Seedbed Preparation
(1) Apply limestone and fertilizer according to soil tests such
as those offered by the University of Connecticut Soil
Testing Laboratory. Soil sample mailers are available from
the local Cooperative Extension Service Office, 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 using 10-10-10 or equivalent. In addition, 300 pounds
of 38-0-0 per acre or equivalent of slow release nitrogen
may be used for topdressing. Apply ground limestone
(equivalent to 5U percent calcium plus magnesium oxide) as
follows:
Soil Texture Tons Ac. Lbs/1000 sq. ft.
Clay, clay loam and high 4 180
organic soil
Sandy loom, loam, silt loam 3 135
LV^alily Jailu, sand L 90
Refer to county soil survey report for soil textures at the
site.
(2) Work lime and fertilizer into the soil as nearly as
practical to a depth of 4 inches with a disc, spring tooth
harrow or other suitable equipment. The final harrowing or
discing operation should be on the general contour.
Continue tillage until a reasonably uniform, fine seedbed
is prepared. All but cloy or silty soils and coarse sands
should be rolled to firm the seedbed wherever feasible.
(3) Remove from the surface oil stones two inches or larger in
any dimension. Remove all other debris, such as wire,
cable, tree roots, pieces of concrete, clods, lumps or
other unsuitable material.
(4) Inspect seedbed just before seeding. If traffic has left
the soil compacted, the area must be retilled and firmed as
above.
Seeding Dates
Spring seedings usually give the best results. Spring seedings
of all seed mixes with legumes is recommended, however late
summer S9ariinnc nrinr in Qeptember 1 be J_ u,h __
y.• r••�• p.acl•lucl aaill Uc ITiauC, vYnen CfOWn
vetch is seeded in late summer at least 35 percent of the seed
should be hard seed (unscarified). The recommended seedling
dates are:
April 15 through June 15
August 15 through September 15
With the exception of crown vetch, the final seedinn eintP mny ha
extended 15 days in the coastal towns of New London, Middlesex,
New Haven and Fairfield counties.
Seeding
(1) Select a mixture from the Seeding Schedule or use mixture
recommended by the Soil Conservation Service. Inoculate
all legume seed with the correct type and amount of
inoculant.
(2) Apply seed uniformly by hand, cyclone seeder, drill,
cultipacker type seeder or hydroseeder (slurry including
seed or fertilizer). Normal seeding depth is from 1 /4 to
1 /2 inch. Hydroseedings which ore mulched may be left on
soil surface.
(3) Where feasible, except where either a cultipacker type
seeder or hydroseeder is used, the seedbed should be firmed
following seeding operations with a roller, or light drog.
Seeding operations should be on the contour.
(4) Frost crock seeding can be used. Frost crack seeding must
be done in late winter or early spring. Suitable weather
conditions are freezing nights and thawing days with little
or no snow cover. Seeding rates must be increased
10 percent when using this method.
(5) Hydraulic application (hydroseeding), is a suitable method
for use on critical areas. When hydroseeding, a seedbed is
prepared in the conventional way or by hand raking to
loosen and smooth the soil and to remove surface stones
larger than six inches in diameter. Slopes must be no
steeper than 2 to 1 (2 feet horizontally to 1 foot
vertically). Lime and fertilizer may be applied
simultaneously with the seed. The use of fiber mulch on
critical areas is not recommended (unless it is used to
hold straw or hay). Fiber mulch does not provide adequate
seedbed protection. Better protection is gained by using
straw mulch and holding it with adhesive materials or
500 pounds per acre of wood fiber mulch. Seeding rates
must be increased 10 percent when hydroseeding.
(6) Apply mulch according to the Temporary Mulching measure.
(7) If seeding cannot be done within the seeding dates, use the
Temporary Mulching measure to protect the site and delay
seeding until the next recommended seeding period.
MAINTENANCE
a. Lime according to a soil test or at a minimum of every
five years using a rate of two tons per acre (100 pounds per
1,000 square feet).
b. Where grasses predominate, fertilize according to a soil test or
broadcast biennially, 300 pounds of 10-10-10 or equivalent per
acre (7.5 pounds per 1,000 square ffet).
C. Where legumes predominate, fertilize according to a soil test or
broadcnst PvPry +hraa yams inn n ,.rlr. of n_-nn nn _
-., ....�� ,a.. - Fraiillva vl u-zv-cv Vr equivalent
per acre (7.5 pounds per 1,000 square feet).
This project is located on the west side of Ellington Road approximately 1040' south of
Miller Road, South Windsor, Connecticut. The proposed activity is the construction of a 1 lot
residential resubdivision. The lot will be serviced by septic systems and public water service.
The suggested schedule of construction is as follows:
1. Box out driveway and install anit—tracking pad.
2. Place staked haybales/silt fence in areas shown on the plan. (See plan)
3. Strip and stockpile topsoil from area of proposed house.
4. Excavate for footings and foundation.
5. Backfill foundation and stabilize areas as soon as possible. Loam and seed disturbed
areas as soon as possible.
6. Install septic system and utilities.
7. Loam and seed disturbed areas as soon as possible.
8. All erosion and sedimentation control measures are to be maintained_ until distl,rhPd
areas are stabilized. --�
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 shrill hp instHIPd nnri
maintained in accordance with these plans and the "Guidelines for Soil Erosion and Sediment
Control". The contractor shall notify the Engineer of any discrepancies.
CHECKLIST FOR EROSION CONTROL PLAN
PROJECT:
LOCATION: Ellington Road, South Windsor, Connecticut
PROJECT DESCRIPTION: Construction of 1 lot residential resubdivision.
PARCEL AREA 11.93 Ac.
RESPONSIBLE PERSONNEL- Wayne Gerit 644-2565
EROSION AND SEDIMENT CONTROL PLAN PREPARER. J.R. Russo & Associates
CHECKLIST:
Work Description
Erosion & Sediment
Control Measures
Location
Date Installed
Initials
Date Removed
Initials
Install haybales or
As shown on
silt fence.
plan.
Install construction
As shown on
exit pad.
plan.
MAINTENANCE OF MEASURES:
Location Description or Number Date Initials
Project Dates:
Date of groundbreaking for Droiert-
pate of final stabilization
REV. 6-9-00 NO CHANGES THIS SHEET f
REV. 4-18-00 DETAIL SHEET ADDED i
Soil Erosion & Sediment Control Notes
Resubdivision
Maple Wood
Ellington Road Rte. 74
South Windsor, Connecticut
Owner/Applicon t
Elaine D. Gerlt
10 Robin's Wood Way
South Windsor, Connecticut
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
—oH Rf `R�6,. 1 SHOHAM ROAD
EAST IRIINDSOR, CONNECTICUT 06088
co 0(860) 623-0569
FAX: (860) 623-2485
No. 08048 Lrr ti I
�� • , CB BY SCALE DATE SHEET CHECKED N0.
o ;• + ° LF N. T. S. J-2J-00 4 of 5 IRR 99109
ram..
L 1,