HomeMy WebLinkAbout23IWC10-958 Route 163 - Resubdivision Plan SetSheet Title:Sheet #:
Project:
COVER
SHEET 0.00
PROPOSED 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID: 046-008-000)
OAKDALE, CONNECTICUT
SEPTEMBER 30, 2024
Rev. #:Date Description
USGS MAP LOCATION MAP
PROPOSED 1-LOT
RESUBDIVISION OF
958 ROUTE 163
PREPARED FOR:
(PARCEL ID: 046-008-000)
OAKDALE, CONNECTICUT
SEPTEMBER 30, 2024
THE NEVAR COMPANY
677 S. MAIN STREET
CHESHIRE, CONNECTICUT
ENGINEERING
MONROE, CT | WEST HARTFORD, CT | NORWOOD, MA
PREPARED BY:
SCALE: 1" = 1,000'SCALE: 1" = 1,000'
SUBJECT PROPERTY
SHEET #
0.00
1 OF 2
2 OF 2
1.11
1.12
1.40
2.11
2.31
3.01
DRAWING LIST
SHEET NAME
COVER SHEET
PROPERTY & TOPOGRAPHIC SURVEY
PROPERTY & TOPOGRAPHIC SURVEY
SUBDIVISION PLAN (SHEET 1 OF 2)
SUBDIVISION PLAN (SHEET 2 OF 2)
100' RADIUS MAP
POTENTIAL DEVELOPMENT PLAN
SOIL EROSION & SEDIMENT CONTROL, NOTES & DETAILS
CONSTRUCTION DETAILS
PLAN DATE
09/30/24
03/2023
03/2023
09/30/24
09/30/24
09/30/24
09/30/24
09/30/24
09/30/24
LATEST REVISION
N/A
12/04/23
12/04/23
N/A
N/A
N/A
N/A
N/A
N/A
SURVEYOR OF EXISTING
CONDITION
PETER A. PODURGIEL, PLS LICENSE NO. 70134
DGT ASSOCIATES
12 ROOSEVELT AVENUE
MYSTIC, CONNECTICUT 06355
(860) 889-1999
ENGINEER OF RECORD
KEVIN SOLLI, P.E., CPESC, LEED AP BD+C
LICENSE NO. 25759
SOLLI ENGINEERING, LLC
501 MAIN STREET
MONROE, CONNECTICUT 06468
(203) 880-5455
PROPERTY INFORMATION
ADDRESS: 958 CT ROUTE 163
MAP-BLOCK-LOT: 046-008-000
ZONE: R120
AREA: 30.66 ± AC (1,335,410 ± SF)
LOT FRONTAGE: 961 FT
BOOK/PAGE: 0674/0282
LANDSCAPE ARCHITECT
MARY BLACKBURN, P.L.A.,
LICENSE CT NO. 1499
SOLLI ENGINEERING, LLC
501 MAIN STREET
MONROE, CONNECTICUT 06468
(203) 880-5455
SOIL SCIENTIST
OWNER/APPLICANT
DEAN FISKE
THE NEVAR COMPANY
677 S. MAIN STREET
CHESHIRE, CONNECTICUT 06410
(203) 410-7827
SUBJECT PROPERTY
JIM MCMANUS
JMM WETLAND CONSULTING SERVICES
23 HORSESHOE RIDGE ROAD
NEWTOWN, CONNECTICUT 06482
(203) 364-0345
SURVEYOR OF SUBDIVISION
ROBERT P. PRYOR, LICENSE NO. 19078
SOLLI ENGINEERING, LLC
501 MAIN STREET
MONROE, CONNECTICUT 06468
(203) 880-5455
Approved by the Montville Planning & Zoning Commission on _____________________________________________________________________.
By: ____________________________________________________________________________________________________________________.
Chairman, Vice Chairman, Secretary
Date: ___________________________________________________________________________________________________________________.
Per C.G.S. Section 8-26c, as may be amended, all work in conjunction with the approved resubdivision shall be completed within five (5) years on or
before___________________________________________________________________________________________________________________.
Approval of this resubdivision plan by the Commision shall mean certification of the Erosion and Sediment Control Plan.
OAKDALEROADDETAIL 'A'
L=178.52', R=1885.08'
D=5°25'34", TAN=89.33', CHORD=S01° 54' 36"E 178.46'N13° 51' 33"W206.60'N13° 14' 39"E408.55'N21° 01' 41"E
75.33'
N19° 28' 47"E
63.91'
N18° 30' 28"E
56.49'
S67° 13' 51"E
130.00'
S68° 35' 21"E
255.97'
S00° 29' 44"E
129.36'
S02° 07' 12"W
63.53'
S82° 09' 49"E
59.42'
N81° 53' 08"W
80.56'N79° 22' 16
"
W
69.06'
N78° 01' 4
7
"
W
67.88'
N80° 03' 29"W
42.76'
S87° 44' 35"W
16.37'
S52° 42' 27"W
7.89'S20° 54
'
32"E130.11
'S20° 43
'
00"E58.79
'S18° 41' 59"E82.89'S18° 24' 58"E67.72'S19° 55' 39"E67.51'S19° 19' 20"E82.04'S17° 46' 15"E69.62'S17° 34' 51"E
44.15'
S27° 57' 01"E
8.67'
S16° 30' 27"E
43.27'
S20° 26' 35"E
70.78'
S06° 14' 07"E
30.00'N85° 44' 19"E
664.69'
S04° 34' 28"E
121.88'
N85° 30' 24"E
50.92'
S04° 39' 27"E
11.20'N16° 00' 28"W81.23'N16° 00' 28"W271.62'PROPOSED
LOT 1
958 ROUTE 163
ID: 046 - 008 - 000
12.187± AC
530,872± SF
60' REAR YARD SETBACK (TYP.)
50' UPLAND REVIEW
AREA (TYP.)
EXISTING ON-SITE WETLANDS
1.55 ± ACRES
67,456 ± SF
25' SIDE YARD
SETBACK (TYP.)
60' FRONT YARD SETBACK
25' SIDE YARD SETBACK
ANY PROPOSED ACTIVITY IN THE REAR
(WESTERLY PORTION) OF THE PROPOSED LOT 1
(958 ROUTE 163 / 046 - 008 - 000) WILL REQUIRE
FURTHER WETLANDS INVESTIGATION AND
REVIEW AND APPROVAL BY THE MONTVILLE
WETLAND ENFORCEMENT OFFICER AND / OR
MONTVILLE INLAND WETLANDS &
WATERCOURSES COMMISSION
EXISTING 2-STORY RESIDENTIAL
DWELLING GLA= 3,165± SF
5,187 SF
6,917 SF
225 SF25'EXISTING CONCRETE SLAB ONLY TO REMAIN (NO BUILDING MAY BE CONSTRUCTED ON THE
EXISTING SLAB EXCEPT IN CONFORMITY WITH THE SETBACK REQUIREMENTS OF THE ZONE)
EXISTING CONCRETE BOUND
(POINT OF BEGINNING FOR ALL
PROPOSED EASEMENTS SHOWN
ON SHEET 1.11 & 1.12)
PROPOSED
LOT 2
950 ROUTE 163
ID: 046 - 008 - 00C
18.470± AC
804,538± SF
25' SIDE YARD SETBACK
EXISTING DRAINAGE PIPE TO REMAIN
20'25'
POTENTIAL AREA
FOR BARN
150' BARN SETBACK (TYP.)
26'
PROPOSED
LOT 1
958 ROUTE 163
ID: 046 - 008 - 000
12.187± AC
530,872± SF
N00° 00' 00"E320.01'N85° 44' 19"E
415.97'S00° 00' 00"E550.47'150'
150'150'PROPOSED SOLAR PANELS (TYP.,
SEE SITING COUNCIL NOTES)
PROPOSED FENCE (TYP., SEE
SITING COUNCIL NOTES)
LEGEND
PROPERTY LINE
ADJOINING PROPERTY LINES
BUILDING SETBACK
TREE LINE
STONE FARM WALL
PROPOSED LOT LINES
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
LIMIT OF WETLANDS
UPLAND REVIEW AREA - 100 FT BUFFER
UPLAND REVIEW AREA - 50 FT BUFFER
EXISTING CONCRETE SLAB
EXISTING CATCH BASIN
EXISTING GUIDE RAIL
SOLAR PANEL PERMITTED
THROUGH SITING COUNCIL (SOLAR)
CHAIN LINK FENCE PERMITTED THROUGH
SITING COUNCIL OAKDALEROADOAKDALEROADA
LEGENDPROPE
RT
Y
L
IN
E
ADJOI
N
IN
G
LO
T
L
IN
E
BUILD
IN
G
S
ET
BA
CK
SAWC
UT
PA
VE
ME
NT
LI
NE
EDGE
OF
PA
VE
ME
NT
LIMIT
OF
W
E
TL
AND
S
LIMIT
OF
UP
LA
ND
R
EV
I
EW
A
RE
A
TEST
P
IT
LO
CA
TI
ON
PERC
OL
AT
I
ON
T
E
ST
H
OL
E
TP-103PT-103
RESE
RV
E
L
EA
CH
I
NG
T
RE
NC
H
EXIST
IN
G
W
EL
L
75' WE
LL
B
U
FF
ERROUTE 163501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
SEPTEMBER 30, 2024
Graphic Scale:
Rev. #:Date Description
KMS
22109401
09/30/24
ENGINEERING
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
1.11SUBDIVISION
PLAN
(SHEET 1 OF 2)
1" = 60'
RPP
AWC
60 0 60 120
GENERAL SURVEY NOTES
1.THIS MAP AND SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300B-1 THROUGH 20-300B-20 OF THE REGULATIONS OF CONNECTICUT STATE
AGENCIES – “MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION
FOR SURVEYS AND MAPS”, ADOPTED EFFECTIVE JUNE 21, 1996, REVISED OCTOBER
26, 2018. IT IS A PERIMETER SURVEY CONFORMING TO HORIZONTAL ACCURACY
“CLASS A-2” STANDARDS. THE BOUNDARY DETERMINATION CATEGORY IS A
“RESURVEY”. TOPOGRAPHIC INFORMATION HAS BEEN OBTAINED FROM GOLDEN
AERIAL SURVEYS AND CONFORMS TO TOPOGRAPHIC ACCURACY “CLASS T-3”.
REFERENCE MAY BE MADE TO NORTH AMERICAN DATUM OF 1983 (NAD 83) AND
THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
2.REFERENCE MAY BE MADE TO THE FOLLOWING DEEDS RECORDED IN THE TOWN
OF MONTVILLE LAND RECORDS:
VOLUME: 674 PAGES: 282-285 TYPE: WARRANTY
GRANTOR: RAYMOND B. MOSTOWY, SR. & SHIRLEY A. MOSTOWY
GRANTEE: THE NEVAR COMPANY
DATE EXECUTED: AUG. 26, 2021 DATE RECORDED: AUG. 27, 2021
3.REFERENCE MAY BE MADE TO THE FOLLOWING PLANS:
A)“PLAN SHOWING DIVISION OF LAND OF ESTATE OF AARON KIRSCH, ROUTE 163
MONTVILLE, CONN. JULY 1956, SCALE: 1”=40’.”
B)“PROPERTY OF RAYMOND B. & SHIRLEY MOSTOWY, ROUTE NO. 163,
MONTVILLE, CONN. SCALE: 1”=40’, JUNE 1974”
C)“MOSTOWY ONE LOT SUBDIVISION, LAND OF RAYMOND & MARY MOSTOWY,
ROUTE 163 MONTVILLE, CONN. SCALE: 1”=40’, DATE: AUG 1986”
D)“MOSTOWY SUBDIVISION PROPERTY OF RAYMOND & MARY J. MOSTOWY,
OWNER AND SUBDIVIDER, ROUTE 163 MONTVILLE, CONN. SCALE: 1”=40’, DATE:
2-6-89”
E)“BOUNDARY LINE ADJUSTMENT PLAN PREPARED FOR RAYMOND B. MOSTOWY
SR., CONNECTICUT ROUTE 163 (RAYMOND HILL ROAD) MONTVILLE, CONN.
SCALE: 1”=100’, DATE: 2-23-2010”
F)“CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF
MONTVILLE, RAYMOND HILL ROAD FROM THE NORWICH – HADLYME ROAD
SO. EASTERLY TO OXOBOXO BROOK. ROUTE NO. 163, NUMBER: 85-02, SHEET 5
OF 6, SCALE: 1”=40’, DATE: 12-31-36”
G)“CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF
MONTVILLE, RAYMOND HILL ROAD FROM THE NORWICH – HADLYME ROAD
SO. EASTERLY TO OXOBOXO BROOK. ROUTE NO. 163, NUMBER: 85-02, SHEET 4
OF 6, SCALE: 1”=40’, DATE: 12-31-36”
H)"PROPERTY & TOPOGRAPHIC SURVEY OF 958 OAKDALE ROAD, MONTVILLE,
CONNECTICUT"; SCALE 1"=60'; DATED: 03/2023; BY "DGT ASSOCIATES."
3.WETLANDS WERE DELINEATED BY JAMES M. MCMANUS, MS, CPSS ON JANUARY 26,
2023.
4.SAID PARCEL IS TOGETHER WITH AND SUBJECT TO SUCH RIGHTS AS MAY APPEAR
OF RECORD.
5.UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND
NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING, PAROLE
TESTIMONY AND 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 DGT ASSOCIATES. THE
SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD
DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO ANY
FUTURE CONSTRUCTION ACTIVITY. CALL BEFORE YOU DIG AT 1-800-922-4455.
6.MINOR IRREGULARITIES MAY EXIST BETWEEN STONE WALLS AND/OR FENCE LINES
AND PRINCIPAL COURSES DEPICTED HEREON.
7.LAND RECORDS RESEARCH COMPLETED ON JANUARY 23, 2023.
8.FIELD WORK COMPLETED ON FEBRUARY 24, 2023.
9.ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
10.SUBJECT PROPERTY IS WITHIN AN AREA OF MINIMAL FLOOD HAZARD, ZONE X, IN
ACCORDANCE WITH FEMA FLOOD INSURANCE RATE MAP, MAP #09011C0331G,
EFFECTIVE 07/18/2011.
534,966 SF
ZONING COMPLIANCE TABLE
LOT 1
MINIMUM LOT
AREA
ZONING
STANDARD PROVIDED
BULK
REGULATIONS
(ZONE R-120)
KEY MAP
SCALE: 1" = 400'
MINIMUM LOT
FRONTAGE
Robert P. Pryor, L.S.
CT 19078LOT 1LOT 2
LOT 2
ZONING
STANDARD PROVIDED
MINIMUM FRONT
YARD SETBACK
MINIMUM SIDE
YARD SETBACK
MINIMUM REAR
YARD SETBACK
120,000 SF
200 FT
60 FT
25 FT
60 FT
37 ± FT
500.4 ± FT 200 FT
120,000 SF 800,443 SF
462.0 ± FT
213 ± FT60 FT
189 ± FT 25 FT 25 ± FT
125 ± FT 60 FT 346 ± FTLOT 1SITING COUNCIL NOTES
1.THE PROPOSED DEVELOPMENT OF A 0.99-MEGAWATT AC SOLAR PHOTOVOLTAIC
ARRAY ON THE PROPERTY OF 958 ROUTE 163 IN MONTVILLE, CT WAS SUBMITTED TO
THE CONNECTICUT SITING COUNCIL AS PETITION NO. 1601 ON NOVEMBER 14, 2023.
THE CONNECTICUT SITING COUNCIL APPROVED THE PETITION AND ISSUED ITS FINAL
DECISION AND STAFF REPORT ON MAY 10, 2024.
2.A RECORD OF THE SUBMITTED MATERIALS FOR PETITION NO. 1601 CAN BE FOUND ON
THE CONNECTICUT SITING COUNCIL'S WEBSITE AT PORTAL.CT.GOV/CSC.
3.A REGISTRATION FOR COVERAGE UNDER THE GENERAL PERMIT FOR THE DISCHARGE
OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION
ACTIVITIES WAS SUBMITTED TO THE CONNECTICUT DEPARTMENT OF ENERGY AND
ENIVRONMENTAL PROTECTION AND APPORVED ON AUGUST 22, 2024.
4.APPROVAL FOR AN ENCROACHMENT PERMIT FOR WORK WITHIN THE STATE
RIGHT-OF-WAY WAS ISSUED FOR THE PROJECT ON SEPTEMBER 3, 2024 BY THE
CONNECTICUT DEPARTMENT OF TRANSPORTATION.
OAKDALEROADDETAIL 'B'
A
L=277.00', R=2939.93'
D=5°23'54", TAN=138.60', CHORD=S19° 16' 31"W 276.90'LEGENDPROPERTY LINEADJOINING LOT LINEBUILDING SETBACKSAWCUT PAVEMENT LINEEDGE OF PAVEMENTLIMIT OF WETLANDSLIMIT OF UPLAND REVIEW AREATEST PIT LOCATIONPERCOLATION TEST HOLETP-103PT-103RESERVE LEACHING TRENCHEXISTING WELL75' WELL BUFFERSSD = XXXISD = XXXROUTE 163S03° 01' 18"W
77.22'
S07° 45' 00"W
170.34'
S19° 12' 25"W
99.53'
S09° 42' 44"W
99.41'
N84° 18' 04"W
170.00'S21° 58' 28"W145.52'N86° 09' 14"W
19.69'
N83° 42' 11"W
59.42'
N85° 12' 04"W
25.80'
N81° 58' 20"W
53.68'
N84° 19' 52"W
47.69'
N82° 11' 32"W
124.13'N08° 25' 19"W260.98'N08° 23' 47"W300.03'N08° 23' 16"W300.08'PROPOSED
LOT 2
950 ROUTE 163
ID: 046 - 008 - 00C
18.470± AC
804,538± SF
50' UPLAND REVIEW
AREA (TYP.)
S07° 45' 00"W
170.34'
EXISTING GARAGE
1,175 ± SF
EXISTING 2-STORY RESIDENTIAL
DWELLING GLA= 2,288 ± SF
60' FRONT YARD SETBACK
60' FRONT YARD SETBACK
60' REAR YARD SETBACK
EXISTING ON-SITE
WETLANDS
0.07 ACRES
2,925 ± SF
25' SIDE YARD SETBACK
25' SIDE YARD SETBACK
EXISTING (11' x 15')
GARAGE 167 SF
EXISTING (12' x 16') SHED
192 ± SF
EXISTING (10' x 12') SHED
120 ± SF
EXISTING (16' x 20') SHED
320 ± SF
EXISTING (27' x 22')
GARAGE 594 ± SF
EXISTING 1.75-STORY RESIDENTIAL
DWELLING GLA= 1,680 ± SF
EXISTING 1.4-STORY RESIDENTIAL
DWELLING GLA= 1,210 ± SF
EXISTING 1-STORY RESIDENTIAL
DWELLING GLA= 564 ± SF
EXISTING 1-STORY RESIDENTIAL
DWELLING GLA= 960 ± SF
EXISTING 1.75-STORY RESIDENTIAL
DWELLING GLA= 1,423 ± SF
1809 SF
1,175 SF
510 SF
960 SF
864 SF
1,181 SF
1,061 SF
1,014 SF
1,181 SF
26'189'125'
L=213.05', R=2839.93'
D=4°17'54", TAN=106.58', CHORD=S10° 22' 32"W 213.00'
PROPOSED GRADING EASEMENT #2 OVER LOT 1 (958 ROUTE 163
/ 046-008-000) BENEFITING LOT 2 (950 ROUTE 163 / 046-008-00C)
(SEE GRADING EASEMENT ENLARGEMENT #2 HEREON)
AREA = 0.044± AC
PROPOSED SIGHT LINE EASEMENT OVER LOT 1 (958 ROUTE 163
/ 046-008-000) BENEFITING LOT 2 (950 ROUTE 163 / 046-008-00C)
(SEE SIGHT LINE EASEMENT ENLARGEMENT HEREON)
AREA = 0.015± AC
ISD = 545 FTISD = 545 FT24'PROPOSED LOT LINE
(TYP.)
25' SIDE YARD SETBACK
APPROXIMATE LOCATION OF EXISTING
SUBSURFACE SEWAGE DISPOSAL
LEACHING AREA (CESSPOOL)
25' SIDE YARD SETBACK
PROPOSED
LOT 1
958 ROUTE 163
ID: 046 - 008 - 000
12.187± AC
530,872± SF
25'
26'
346'
213'
N85° 40' 25"E
305.15'N00° 00' 00"E320.01'S00° 00' 00"E550.47'S80° 24' 06"
E
190.23'150'SITING COUNCIL NOTES)
PROPOSED FENCE (TYP., SEE
SITING COUNCIL NOTES)
AREA OF PROPOSED STORMWATER
MANAGEMENT BASIN (SEE SITING
COUNCIL NOTES)
PROPOSED GRAVEL DRIVE (TYP.,
SEE SITING COUNCIL NOTES)
PROPOSED SOLAR PANELS (TYP.,
SEE SITING COUNCIL NOTES)
A
LEGENDPROP
ER
TY
LI
NE
ADJO
IN
I
NG
L
OT
L
IN
E
BUIL
D
IN
G
SE
T
BAC
K
SAW
CU
T
P
AV
EM
EN
T
L
IN
E
EDGE
O
F
P
AV
EM
EN
T
LIMI
T
O
F
W
ET
LA
ND
S
LIMI
T
O
F
U
PL
AN
D
R
EV
IE
W
AR
EATEST P
I
T
L
OC
AT
IO
NPERCO
LA
T
IO
N
T
ES
T
HO
L
E
TP-1
0
3
PT-10
3
RESERV
E
LE
AC
H
IN
G
TR
EN
CHEXISTING
WE
LL75' WEL
L
B
UF
FE
RROUTE 163
LEGEND
PROPERTY LINE
ADJOINING PROPERTY LINES
BUILDING SETBACK
TREE LINE
STONE FARM WALL
PROPOSED LOT LINES
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
LIMIT OF WETLANDS
UPLAND REVIEW AREA - 100 FT BUFFER
UPLAND REVIEW AREA - 50 FT BUFFER
EXISTING CONCRETE SLAB
EXISTING CATCH BASIN
EXISTING GUIDE RAIL
PROPOSED STORMWATER BASIN
SOLAR PANEL PERMITTED
THROUGH SITING COUNCIL (SOLAR)
CHAIN LINK FENCE PERMITTED THROUGH
SITING COUNCIL
OAKDALEROADROUTE 163N08° 56' 45"E
151.01'
N25° 08' 57"W
22.00'
N27° 00' 00"E
65.00'
N08° 56' 45"E
151.01'
N25° 08' 57"W
22.00'
N27° 00' 00"E
65.00'
S08° 10' 00"W
60.87'
N80° 24' 06"W
12.20'
S07° 45' 00"W
170.34'OAKDALEROADROUTE 163S08° 10' 00"W
42.12'
N80° 24' 06"W
6.93'
S07° 45' 00"W
128.32'
S08° 10' 00"W
60.87'
N09° 58' 57"E
189.11'
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
SEPTEMBER 30, 2024
Graphic Scale:
Rev. #:Date Description
KMS
22109401
09/30/24
ENGINEERING
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
1.12SUBDIVISION
PLAN
(SHEET 2 OF 2)
1" = 60'
RPP
AWC
60 0 60 120
KEY MAP
SCALE: 1" = 400'
Robert P. Pryor, L.S.
CT 19078
GRADING EASEMENT
ENLARGEMENT #2
SCALE: 1" = 40'
SIGHT LINE EASEMENT
ENLARGEMENT
SCALE: 1" = 40'
SITING COUNCIL NOTES
1.THE PROPOSED DEVELOPMENT OF A 0.99-MEGAWATT AC SOLAR PHOTOVOLTAIC
ARRAY ON THE PROPERTY OF 958 ROUTE 163 IN MONTVILLE, CT WAS SUBMITTED TO
THE CONNECTICUT SITING COUNCIL AS PETITION NO. 1601 ON NOVEMBER 14, 2023.
THE CONNECTICUT SITING COUNCIL APPROVED THE PETITION AND ISSUED ITS FINAL
DECISION AND STAFF REPORT ON MAY 10, 2024.
2.A RECORD OF THE SUBMITTED MATERIALS FOR PETITION NO. 1601 CAN BE FOUND ON
THE CONNECTICUT SITING COUNCIL'S WEBSITE AT PORTAL.CT.GOV/CSC.
3.A REGISTRATION FOR COVERAGE UNDER THE GENERAL PERMIT FOR THE DISCHARGE
OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION
ACTIVITIES WAS SUBMITTED TO THE CONNECTICUT DEPARTMENT OF ENERGY AND
ENIVRONMENTAL PROTECTION AND APPORVED ON AUGUST 22, 2024.
4.APPROVAL FOR AN ENCROACHMENT PERMIT FOR WORK WITHIN THE STATE
RIGHT-OF-WAY WAS ISSUED FOR THE PROJECT ON SEPTEMBER 3, 2024 BY THE
CONNECTICUT DEPARTMENT OF TRANSPORTATION.LOT 1LOT 2LOT 1
PROPERTY LINE (TYP.)
100' PROPERTY RADIUS (TYP)PROPERTY LINE (TYP.)
100' PROPERTY RADIUS (TYP)
1056 ROUTE 163
MAZZEI CONRAD
1056 ROUTE 163
OAKDALE, CT 06370
045-009-00A
1080 ROUTE 163
MATERA JOSEPH F & LOIS
M
381 WEST MAIN STREET
NORWICH, CT 06360
045-008-000
1042 ROUTE 163
LYNCH MICHAEL E
1042 ROUTE 163
OAKDALE, CT 06370
046-065-000
924 ROUTE 163
PARKOS BRYAN E
924 ROUTE 163
OAKDALE, CT 06370
046-007-000
920 ROUTE 163
BONIN CHRISTOPHER &
JESSICA
920 ROUTE 163
OAKDALE, CT 06370
046-006-000
916 ROUTE 163
CHISAGUANO-TAIPE FRANKLIN &
RAMOS-LEINES JUDITH
243 OXOBOXO CROSS ROAD
OAKDALE, CT 06370-1036
046-005-000
912 ROUTE 163
WINTERS CAMERON L
912 ROUTE 163
OAKDALE, CT 06370
046-004-000
906 ROUTE 163
BOMBRIA THOMAS M
906 ROUTE 163
OAKDALE, CT 06370
046-003-000
ROUTE 163
MONTVILLE TOWN OF
310 ROUTE 32
UNCASVILLE, CT 06382
046-035-000
974 ROUTE 163
DUSO DONNA
974 ROUTE 163
OAKDALE, CT 06370
046-008-00A
968 ROUTE 163
MOSTOWY RAYMOND B SR
& SHIRLEY D 968 ROUTE 163
OAKDALE, CT 06370
046-008-00B
1036 ROUTE 163
THAYER TAD L & CAROL A
1036 ROUTE 163
OAKDALE, CT 06370
046-012-000
1030 ROUTE 163
FRENCH DANIELLE M
1030 ROUTE 163
OAKDALE, CT 06370
046-011-000
1020 ROUTE 163
SPISAK DAVID A
1020 ROUTE 163
OAKDALE, CT 06370
046-010-000
ROUTE 163
CHASE PAUL E & JOHANN
V
1011 ROUTE 163
OAKDALE, CT 06370
046-065-000
958 ROUTE 163
NEVAR COMPANY THE
PO BOX 743
CHESHIRE, CT 06410-0743
046-008-000
900 ROUTE 163
CORNERSTONE BAPTIST
CHIRCH
900 ROUTE 163
OAKDALE, CT 06370
046-002-000
WRP-160
R120
R120
R40
R40
OS
OS
R80
R80
OS
WRP-160
R40
R40
R120 OAKDALE ROAD (ROUTE 163)R
A
YM
O
N
D
H
I
L
L
R
O
A
D
(
R
O
U
T
E
1
6
3
)
R
A
YM
O
ND
H
I
L
L
ROA
DCHERRY LANELEGEND
PROPERTY LINE
LIMIT OF 100' RADIUS FROM PROPERTY
ZONE LINE
ADJOINING LOT LINE
100' BUFFER
ZONING LEGEND
R120
R80
R40
OS
WRP-160
RESIDENTIAL R-120 DISTRICT
RESIDENTIAL R-80 DISTRICT
RESIDENTIAL R-40 DISTRICT
OPEN SPACE (OS) DISTRICT
WATER RESOURCE PROTECTION R-160 DISTRICT
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
SEPTEMBER 30, 2024
Graphic Scale:
Rev. #:Date Description
KMS
22109401
09/30/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
GENERAL NOTES
1.PROPERTY OWNER INFORMATION TAKEN FROM THE TOWN OF MONTVILLE
ASSESSORS OFFICE GIS.
2.PROPERTY LINES TAKEN FROM THE TOWN OF MONTVILLE GIS.
3.ZONING DISTRICT LINES TAKEN FROM THE TOWN OF MONTVILLE GIS.
150 150 300
CJS
CJB
1" = 150'
100' RADIUS
MAP 1.40
0
464462416418420426428430432434436438440442444446448450452454456422424466464462456454460456457457456460455451465467468465460458460458414AEXISTING WELL
PROPOSED
LOT 2
950 ROUTE 163
ID: 046 - 008 - 00C
18.470± AC
804,538± SF
PROPOSED
LOT 1
958 ROUTE 163
ID: 046 - 008 - 000
12.187± AC
530,872± SF
PROTECT AND MAINTAIN ALL
STRUCTURES, BUILDINGS, AND
TREES ON LOT 1
75'
EXISTING BENCHMARK
(REBAR W/ CAP)
EXISTING VEGETATION TO
BE CLEARED TO PROVIDE
ADEQUATE SIGHT LINES
ROUTE 163
AEXISTING 4-BEDROOM RESIDENCE
APPROXIMATE LOCATION OF EXISTING
SUBSURFACE SEWAGE DISPOSAL LEACHING
AREA (CESSPOOL)
PT-107
TP-107
TP-108
TP-109
40
L
F
35
L
F
REMOVE AND DISPOSE OF
EXISTING CONCRETE SLAB
462.1
434.9
465
460
455
445
440 435ISD EASEMENT
12%
12%11%5%8%10%EXISTING CONCRETE SLAB ONLY TO REMAIN
(NO BUILDING MAY BE CONSTRUCTED ON THE
EXISTING SLAB EXCEPT IN CONFORMITY WITH
THE SETBACK REQUIREMENTS OF THE ZONE)
PROPOSED 7' HIGH CHAIN
LINK FENCE (TYP.)
PROPOSED SOLAR
PANELS (TYP.)
PROPOSED 12' WIDE
GRAVEL DRIVEWAY (TYP.)
MAINTAIN EXISTING
SHARED DRIVEWAY (TYP.)
PROPOSED STORMWATER
MANAGEMENT BASIN APPROVED
BY SITING COUNCIL
(SEE SITING COUNCIL NOTES)464462416418420426428430432434436438440442444446448450452454456422424466464462456454460456457457456460455451465467468465460458460458414APROPOSED SOLAR DEVELOPMENT
LOCATED ON LOT 2 HAS BEEN
APPROVED BY THE CONNECTICUT
SITING COUNCIL AS PETITION #1601
(SEE SITING COUNCIL NOTES)
(11)JV
(5)PG
(7)JV
(7)PP
(5)PG
(5)AC
(4)PG
(9)JV (5)PG (7)JV (6)PP
EXISTING VEGETATION TO
BE CLEARED TO PROVIDE
ADEQUATE SIGHT LINES
24'
ISD = 545 F
T
PROPOSED TREES APPROVED BY SITING COUNCIL
(SEE SITING COUNCIL NOTES)
PROPOSED STORMWATER
CONVEYANCE SYSTEM
APPROVED BY SITING COUNCIL
(SEE SITING COUNCIL NOTES)
PROPOSED GRAVEL DRIVE
APPROVED BY SITING
COUNCIL (SEE SITING
COUNCIL NOTES)
PROPOSED CULVERT
APPROVED BY SITING COUNCIL
(SEE SITING COUNCIL NOTES)
BUILDING SETBACK LINE (TYP.)
PROPERTY LINE (TYP.)
LEGEND
PROPERTY LINE
ADJOINING LOT LINE
BUILDING SETBACK
SAWCUT PAVEMENT LINE
EDGE OF PAVEMENT
LIMIT OF WETLANDS
LIMIT OF UPLAND REVIEW AREA
TEST PIT LOCATION
PERCOLATION TEST HOLE
TP-103
PT-103
RESERVE LEACHING TRENCH
EXISTING WELL
75' WELL BUFFER
PROPOSED TREE LINE
EXISTING TREE LINE
MAJOR CONTOURS
MINOR CONTOURS
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
UNDERGROUND ELECTRIC,
TELEPHONE AND CABLE LINES
STOPPING SIGHT DISTANCE (SSD)SSD = XXX
INTERSECTION SIGHT DISTANCE (ISD)ISD = XXX
PROPOSED GRADING EASEMENT
PROPOSED SIGHT LINE EASEMENT
420
421
TREES PERMITTED THROUGH SITING
COUNCIL (SEE SITING COUNCIL NOTES)
TREES PROPOSED AS PART OF
RESUBDIVISION
APROPOSED
LOT 2
18.470± AC
804,538± SF
PROPOSED
LOT 1
12.187± AC
530,872± SF
EXISTING PROPERTY
LINE (TYP.)
LIMITS OF EXISTING
WETLANDS (TYP.)
LIMITS OF UPLAND
REVIEW AREA (TYP.)
LIMITS OF EXISTING
WETLANDS (TYP.)
BUILDING SETBACK LINE (TYP.)501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
SEPTEMBER 30, 2024
Graphic Scale:
Rev. #:Date Description
KMS
22109401
09/30/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
POTENTIAL
DEVELOPMENT
PLAN 2.11
40 0 40 80
1" = 40'
CJB
AWC
RESERVE SEPTIC SYSTEM DESIGN
ALL PRIMARY AND RESERVE LEACHING AREAS WERE DESIGNED IN ACCORDANCE
WITH CONNECTICUT PUBLIC HEALTH CODE, ON-SITE SEWAGE DISPOSAL
REGULATIONS, AND TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE
DISPOSAL SYSTEMS.
RESERVE SYSTEM
4-BEDROOM BUILDING
PERCOLATION RATE = 10.1-20.0
REQUIRED EFFECTIVE LEACHING AREA (ELA):
4-BEDROOM BUILDING: 787.5 SF
PROPOSED LEACHING SYSTEM: MANTIS 536-8
GALLERY DEPTH = 18 IN
GALLERY WIDTH = 36 IN
LEACHING SYSTEM ELA = 11.0 SF/LF
CENTER TO CENTER SPACING = 12 FT
SYSTEM LENGTH = 787.5 SF ÷ 11.0 SF/LF = 71.6 LF
USE 75 LF OF MANTIS 536-8 LEACHING SYSTEM
MINIMUM LEACHING SYSTEM SPREAD (MLSS):
SLOPES = 6.1-8.0
RECEIVING SOIL DEPTH = 34 IN
HYDRAULIC FACTOR (HF) = 26
FLOW FACTOR (FF) = 1.75
PERCOLATION FACTOR (PF) = 1.0
MLSS = HF x FF x PF = 26 x 1.75 x 1.0 = 46
75 LF > 46 LF; MEETS MLSS REQUIREMENTS
GENERAL NOTES
1.THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR
CONSTRUCTION. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTIL
APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND
REGULATORY AGENCIES.
2.ALL PROPOSED SITE WORK IS TO BE COMPLETED IN ACCORDANCE WITH
ALL PERMITS, APPROVALS, AND CONDITIONS OF APPROVALS ISSUED BY
LOCAL, STATE, AND/OR FEDERAL REVIEWING AGENCIES.
3.EXISTING BOUNDARY, TOPOGRAPHY AND SITE CONDITIONS INFORMATION
TAKEN FROM A PLAN ENTITLED "PROPERTY & TOPOGRAPHIC SURVEY OF
958 OAKDALE ROAD (CONNECTICUT ROUTE 163), MONTVILLE,
CONNECTICUT"; SCALE 1"=60'; DATED: 03/2023; BY "DGT ASSOCIATES."
4.ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF MONTVILLE
STANDARDS, AND THE CONNECTICUT DEPARTMENT OF TRANSPORTATION
STANDARDS AND SPECIFICATIONS IN THE ABOVE REFERENCED
INCREASING HIERARCHY. IF SPECIFICATIONS ARE IN CONFLICT, THE MORE
STRINGENT SPECIFICATION SHALL APPLY. ALL CONSTRUCTION SHALL BE
PERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA, FEDERAL,
STATE AND LOCAL REGULATIONS.
5.THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING
PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL COUNTY AND
TOWN CONSTRUCTION PERMITS, INCLUDING SEWER AND WATER
CONNECTION PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY
ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC
CONTROL NECESSARY FOR THIS WORK.
6.THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND
CONTACT THE ENGINEER OF RECORD IF THERE ARE ANY QUESTIONS OR
CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD
CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO
BIDDING. ANY CONFLICT BETWEEN THE DRAWINGS SHALL BE CONFIRMED
WITH THE OWNER'S CONSTRUCTION MANAGER PRIOR TO BIDDING.
7.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING,
OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE
ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS BEFORE
PROCEEDING FURTHER WITH WORK IN THIS AREA.
8.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED
AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT
WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE
OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY
OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
9.THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE,
UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS OR
SIGNAGE DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL
CONDITION OR BETTER, AS APPROVED BY THE ENGINEER OF RECORD.
10.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR SITE SAFETY
MEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE ENGINEER OF
RECORD HAS NO CONTRACTUAL DUTY TO CONTROL THE SAFEST
METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES,
SUPERVISION OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY
ASSUME ANY SUCH DUTY OR RESPONSIBILITY.
11.ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED
MAY BE USED IF REVIEWED AND APPROVED BY THE OWNER, ENGINEER OF
RECORD, AND APPROPRIATE REGULATORY AGENCY PRIOR TO
INSTALLATION DURING THE BIDDING PROCESS.
12.INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS
HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING
UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY
AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM
DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR
PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES
AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES. PRIOR TO
DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT
"CALL BEFORE YOU DIG" 72 HOURS BEFORE COMMENCEMENT OF WORK AT
"(800) 922-4455" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM
LOCATIONS.
13.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING
OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE
ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS BEFORE
PROCEEDING FURTHER WITH WORK IN THIS AREA.
14.ALL DISTURBANCE INCURRED TO TOWN, COUNTY, OR STATE PROPERTY
DUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION
OR BETTER.
15.IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE
CONTRACTOR, THE CONTRACTOR SHALL SUSPEND EXCAVATION WORK OF
IMPACTED SOIL AND NOTIFY THE OWNER AND/OR OWNER'S
ENVIRONMENTAL CONSULTANT PRIOR TO PROCEEDING WITH FURTHER
WORK IN THE IMPACTED SOIL LOCATION UNTIL FURTHER INSTRUCTED BY
THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT.
16.PROPER CONSTRUCTION PROCEDURES SHALL BE FOLLOWED ON ALL
IMPROVEMENTS WITHIN THIS PARCEL SO AS TO PREVENT THE SILTING OF
ANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THE
REGULATIONS OF THE CONNECTICUT DEPARTMENT OF ENERGY &
ENVIRONMENTAL PROTECTION GUIDELINES FOR SOIL EROSION AND
SEDIMENT CONTROL.
SCALE: 1" = 300'
KEY MAP
PERCOLATION TEST PITS
TESTING PERFORMED BY SOLLI ENGINEERING AND WITNESSED
BY THE UNCAS HEALTH DISTRICT ON JUNE 6, 2023.
TIME READING
3:05 12"
3:10 9 34"
3:15 8"
3:20 6 14
16"
3:25 5 1416"
PRESOAK TIME:
DEPTH OF PIT:
PERCOLATION TEST:107
14"
+2 hr
1-10
3:30 5"
3:35 4 716"
3:40 3 3
4"
3:45 3 1
4"
3:50 2 1416"
TEST PIT OBSERVATIONSTEST PIT OBSERVATIONS
TEST PIT 107
0"-12"DARK BROWN, SANDY LOAM (TOP SOIL)
12"-29"MEDIUM BROWN, SANDY LOAM
29"-36"TAN, LOAMY SAND
36"-83"MEDIUM BROWN, LOAMY SAND
NO ROOTS, GROUNDWATER @ 77", NO LEDGE
TEST PIT 108
0"-18"DARK BROWN, SANDY LOAM (TOP SOIL)
18"-53"MEDIUM BROWN, LOAM W/ SOME SILT
NO ROOTS, GROUNDWATER @ 35", LEDGE @ 53"
TEST PIT 109
0"-13"DARK BROWN, SANDY LOAM (TOP SOIL)
13"-34"MEDIUM BROWN, LOAM W/ SOME SILT
34"-75"SANDY LOAM W/ SOME SILT
NO ROOTS, GROUNDWATER @ 34", NO LEDGE, REDOX @ 34"
TESTING PERFORMED BY SOLLI ENGINEERING AND WITNESSED
BY THE UNCAS HEALTH DISTRICT ON JUNE 6, 2023.
PERCOLATION
RATE (MIN/INCH):
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPEMENT WITH
THIS PLAN.
________________________________________ _________________________________________
APPLICANT SIGNATURE DATE
________________________________________ _________________________________________
ENGINEER OF RECORD SIGNATURE DATE
PLANTING SCHEDULE
NOTE: ERNMX-147 TO BE USED WITHIN ARRAY. ERNMX-610 TO BE USED OUTSIDE FENCELINE AND IN NON-ARRAY AREAS (ROAD SHOULDERS, PERIMETER ALLEYS, ELECTRIC
TRENCHES, ETC.)
SITING COUNCIL NOTES
1.THE PROPOSED DEVELOPMENT OF A 0.99-MEGAWATT AC
SOLAR PHOTOVOLTAIC ARRAY ON THE PROPERTY OF 958
ROUTE 163 IN MONTVILLE, CT WAS SUBMITTED TO THE
CONNECTICUT SITING COUNCIL AS PETITION NO. 1601 ON
NOVEMBER 14, 2023. THE CONNECTICUT SITING COUNCIL
APPROVED THE PETITION AND ISSUED ITS FINAL DECISION
AND STAFF REPORT ON MAY 10, 2024.
2.A RECORD OF THE SUBMITTED MATERIALS FOR PETITION NO.
1601 CAN BE FOUND ON THE CONNECTICUT SITING COUNCIL'S
WEBSITE AT PORTAL.CT.GOV/CSC.
3.A REGISTRATION FOR COVERAGE UNDER THE GENERAL
PERMIT FOR THE DISCHARGE OF STORMWATER AND
DEWATERING WASTEWATERS FROM CONSTRUCTION
ACTIVITIES WAS SUBMITTED TO THE CONNECTICUT
DEPARTMENT OF ENERGY AND ENIVRONMENTAL PROTECTION
AND APPORVED ON AUGUST 22, 2024.
4.APPROVAL FOR AN ENCROACHMENT PERMIT FOR WORK
WITHIN THE STATE RIGHT-OF-WAY WAS ISSUED FOR THE
PROJECT ON SEPTEMBER 3, 2024 BY THE CONNECTICUT
DEPARTMENT OF TRANSPORTATION.
LEGEND
PROPERTY LINE
ADJOINING LOT LINE
BUILDING SETBACK
SAWCUT PAVEMENT LINE
EDGE OF PAVEMENT
LIMIT OF WETLANDS
LIMIT OF UPLAND REVIEW AREA
SILT FENCE
EXISTING WELL
75' WELL BUFFER
PROPOSED TREE LINE
EXISTING TREE LINE
MAJOR CONTOURS
MINOR CONTOURS
420
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
421AROUTE 163
462.1
434.9
PROTECT AND MAINTAIN
EXISTING CATCH BASIN
PROPOSED TEMPORARY SILT
FENCE PROTECTION APPROVED
BY SITING COUNCIL
(SEE SITING COUNCIL NOTES)
CONTRACTOR TO CLEAR
SITE OF ALL TREES,
SHRUBS, TRASH AND
DEBRIS WITHIN THE AREA
OF PROPOSED SILT FENCE
LIMITS
INSTALL TEMPORARY SILT FENCE
PROTECTION APPROVED BY
SITING COUNCIL
(SEE SITING COUNCIL NOTES)
STOCKPILE AREA FOR DEMOLITION DEBRIS
WITH TEMPORARY COMPOSITE FILTER SOCK
BARRIER. AREA IS SUBJECT TO CHANGE
THROUGHOUT CONSTRUCTION.
APPROVED BY SITING COUNCIL
(SEE SITING COUNCIL NOTES)
INSTALL SILT FENCE WINGS
APPROVED BY SITING COUNCIL
(SEE SITING COUNCIL NOTES)
LIMITS OF TREE CLEARING
APPROVED BY SITING COUNCIL
(SEE SITING COUNCIL NOTES)
INSTALL EROSION CONTROL
MATTING/BLANKET APPROVED
BY SITING COUNCIL
(SEE SITING COUNCIL NOTES)464462460458456454452416418420426428430432434436438440442444446448450452454456458422424414466464462460458456454INSTALL DOUBLE ROW SILT
FENCE PROTECTION APPROVED
BY SITING COUNCIL
(SEE SITING COUNCIL NOTES)
PROPOSED TEMPORARY SILT
SACK INLET PROTECTION (TYP.)
PROPOSED TEMPORARY STONE
STABILIZED CONSTRUCTION
PAD (MIN. LENGTH 50')
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
SEPTEMBER 30, 2024
Graphic Scale:
Rev. #:Date Description
KMS
22109401
09/30/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
SOIL EROSION &
SEDIMENT
CONTROL PLAN 2.31
30
0 30 60
1" = 40'
CJB
ARW
1.INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT.
2.INSTALL SILT FENCE(S) ON THE SITE (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT
FENCE).
3.HALT ALL ACTIVITIES AND CONTACT THE ENGINEER OF RECORD TO PERFORM INSPECTION AND
CERTIFICATION OF BEST MANAGEMENT PRACTICES (BMP'S).
4.BEGIN CLEARING AND GRUBBING THE SITE.
5.INSTALL ADDITIONAL EROSION CONTROLS AS WORK PROGRESSES, TOPSOIL AND SEED SLOPES
WHICH HAVE ACHIEVED FINAL SITE GRADING.
6.IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR
ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT
APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED
EROSION AND/OR SEDIMENT POLLUTION.
7.THROUGHOUT CONSTRUCTION, REMOVE SEDIMENT FROM BEHIND SILT FENCES AND OTHER
EROSION CONTROL DEVICES AS REQUIRED. REMOVAL SHALL BE ON A PERIODIC BASIS (EVERY
SIGNIFICANT RAINFALL OF 0.10 INCH OR GREATER). INSPECTION OF EROSION CONTROL MEASURES
SHALL BE ON A WEEKLY BASIS AND AFTER EACH RAINFALL OF 0.50 INCHES OR GREATER.
SEDIMENT COLLECTED SHALL BE DEPOSITED AND SPREAD EVENLY UPLAND ON SLOPES DURING
CONSTRUCTION.
8.CONDUCT FINE GRADING.
9.FERTILIZE SEED AND MULCH. SEED MIXTURE TO BE INSTALLED DURING THE SPRING OR FALL
SEASON ONLY. USE EROSION CONTROL BLANKETS AS REQUIRED OR ORDERED FOR SLOPES
GREATER THAN 3:1 AND AS SHOWN ON LANDSCAPE PLANS OR EROSION CONTROL PLANS. FOR
TEMPORARY STABILIZATION BEYOND SEEDING DATES USE ANNUAL RYE AT 4.0 LBS/1,000 S.F.
FERTILIZE WITH 10-10-10 AT 1.0 LBS. OF NITROGEN PER 1,000 S.F. AND LIME AT 100 LBS/1,000 S.F.
(MAX.).
10.UPON DIRECTION OF THE TOWN OF MONTVILLE AGENT (AFTER THEIR FINAL INSPECTIONS HAVE
BEEN PERFORMED AND CERTIFICATES OF COMPLETION HAVE BEEN ISSUED), EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE REMOVED FOLLOWING STABILIZATION OF THE SITE.
CONSTRUCTION SEQUENCE
8"4"
FLOW
1.SET THE POSTS
2. EXCAVATE A 4"X8"
TRENCH UPSLOPE ALONG
THE LINE OF STAKES
1.STAPLE FILTER
MATERIAL IT STAKES
AND EXTEND IT INTO
THE TRENCH.
4.BACKFILL WITH
STONE AND COMPACT
THE EXCAVATED SOIL
FLOW
EXTENSION OF
FABRIC AND
WIRE INTO THE
TRENCH
8"
4"
5"
WIRE
FILTER FABRIC
STONE BERM
CONSTRUCTION OF SILT FENCE
SILT FENCE DETAIL
SCALE: NTS
EROSION CONTROL BLANKET
(PROPOSED SLOPES 3:1 OR GREATER)
SCALE: NTS
PERSPECTIVE
OVERLAP EDGES OF
ADJACENT PARALLEL ROLLS
BY APPROXIMATELY 6" AND
ANCHOR WITH STAPLES AT 24"
TO 36" SPACING DEPENDING
ON THE SLOPE
UNROLL BLANKET DOWN
SLOPE IN THE DIRECTION OF
THE WATER FLOW
SECTION
BEGIN AT THE TOP OF THE SLOPE AND
ANCHOR BLANKETS IN A 12" DEEP AND
12" WIDE INITIAL ANCHOR TRENCH AND
ANCHOR WITH STAPLES AT 18" SPACING 12"12"
4' - 0"
NOTES:
·SINGLE-NETED STRAW BLANKETS TO BE TYPICALLY USED
ON SLOPES 3:1 AND FLATTER AS WELL AS IN LOW FLOW
CHANNELS.
·INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
·PRODUCT TO BE STRAW BLANKET WITH SINGLE
BIODEGRADABLE NETTING (OR APPROVED EQUAL).
·TOP NETTING MESH SIZE = 1/2" x 1/2".
1
2
CONSTRUCTION ENTRANCE
SCALE: NTS DETAIL PROVIDED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION
30
SITING COUNCIL NOTES
1.THE PROPOSED DEVELOPMENT OF A 0.99-MEGAWATT AC SOLAR PHOTOVOLTAIC
ARRAY ON THE PROPERTY OF 958 ROUTE 163 IN MONTVILLE, CT WAS SUBMITTED TO
THE CONNECTICUT SITING COUNCIL AS PETITION NO. 1601 ON NOVEMBER 14, 2023.
THE CONNECTICUT SITING COUNCIL APPROVED THE PETITION AND ISSUED ITS FINAL
DECISION AND STAFF REPORT ON MAY 10, 2024.
2.A RECORD OF THE SUBMITTED MATERIALS FOR PETITION NO. 1601 CAN BE FOUND ON
THE CONNECTICUT SITING COUNCIL'S WEBSITE AT PORTAL.CT.GOV/CSC.
3.A REGISTRATION FOR COVERAGE UNDER THE GENERAL PERMIT FOR THE DISCHARGE
OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION
ACTIVITIES WAS SUBMITTED TO THE CONNECTICUT DEPARTMENT OF ENERGY AND
ENIVRONMENTAL PROTECTION AND APPORVED ON AUGUST 22, 2024.
4.APPROVAL FOR AN ENCROACHMENT PERMIT FOR WORK WITHIN THE STATE
RIGHT-OF-WAY WAS ISSUED FOR THE PROJECT ON SEPTEMBER 3, 2024 BY THE
CONNECTICUT DEPARTMENT OF TRANSPORTATION.
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
SEPTEMBER 30, 2024
Rev. #:Date Description
KMS
22109401
09/30/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
CONSTRUCTION
DETAIL 3.01
NTS
CJB
CJS
TYPICAL
ELECTRICAL/TELEPHONE/CABLE
AND GAS TRENCH
SCALE: NTS
7" SAND BED FROM
MAIN TO METER PIT
12" SAND COVER
OVER PIPE
MARKING TAPE BURIED
OVER ELECTRIC AND
TELEPHONE CONDUITS
TRENCH WIDTH: 1'-0" ELECT.,
3'-0" WHEN ELEC., CATV, & TEL.
ARE GROUPED IN TRENCH
BOTTOM OF
CONDUIT TRENCH
APPROVED COMPACTED %
MAX DRY BACKFILL (95
DENSITY) COMPACTION
PER ASTM D1557 IN 8" LIFTS
3'-0" (FOR ELECT.)4" TOPSOIL
IN EARTH IN PAVEMENT
SEE DETAIL FOR PAVEMENT
SECTION
ASPHALT PAVING
STANDARD DUTY
PAVING DETAIL
SCALE: NTS
5.5" GRANULAR
SUBBASE COURSE
COMPACTED
SUBGRADE
1.5" BIT. CONC.
WEARING COURSE
1.5" BIT. CONC.
BINDER COURSE
4" GRANULAR BASE
COURSE
RESIDENTIAL DRIVEWAY CURBING
SCALE: NTS DETAIL PROVIDED BY TOWN OF MONTVILLE
BITUMINOUS CONCRETE DRIVEWAY
SCALE: NTS DETAIL PROVIDED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION
MANTIS 536-8 LEACHING SYSTEM CROSS SECTION W/ VENTING DETAIL
SCALE: NTS DETAIL PROVIDED BY ELJEN CORPORATION
ELJEN MANTIS
SPECIFIED SAND
NOTE: VENTING REQUIRED WHEN MORE THAN 18" OF COVER AS
MEASURESED FROM THE TOP OF THE UNIT TO FINISHED GRADE
TOPSOIL
CLEAN BACKFILL
VEGETATIVE COVER
ø 4" WITH HOLES
AT 5, 7 & 12 O'CLOCK
6"
1"
18" MINIMUM FROM
BOTTOM OF UNIT TO
SEASONAL HIGH WATER TABLE
48"
36"
6" MIN
18"
5" MIN
12"
NOTE: VENTING REQUIRED WHEN MORE THAN 18" OF COVER AS
MEASURED FROM THE TOP OF THE UNIT TO FINISHED GRADE
SPECIFIED
SAND
LAST
MANTIS MODULE
"MUSHROOM" CAP
SYSTEM VENTING INFORMATION