HomeMy WebLinkAboutCSCLtrReReceiptBurdickComments PE1601_Pubform_TownofMontville_a Rec122823
s:\petitions\1601-1700\1601\municipalcomments\pe1601_pubform_townofmontville.docx
STATE OF CONNECTICUT
CONNECTICUT SITING COUNCIL
Ten Franklin Square, New Britain, CT 06051
Phone: (860) 827-2935 Fax: (860) 827-2950
E-Mail: siting.council@ct.gov
Web Site: portal.ct.gov/csc
VIA ELECTRONIC MAIL December 28, 2023
Liz Burdick Director
Department of Land Use & Development Town of Montville 310 Norwich-New London Turnpike
Uncasville, CT 06382 lburdick@montville-ct.org RE: PETITION NO. 1601 – TRITEC Americas, LLC notice of election to waive exclusion from Connecticut Siting Council jurisdiction, pursuant to Connecticut General Statutes §16-50k(e), and petition for a declaratory ruling, pursuant to Connecticut General Statutes §4-176 and §16-50k,
for the proposed construction, maintenance and operation of a 0.999-megawatt AC solar photovoltaic electric generating facility located at 958 Route 163, Montville, Connecticut, and associated electrical interconnection. Dear Liz Burdick:
The Connecticut Siting Council (Council) is in receipt of the Town of Montville’s correspondence dated December 28, 2023, concerning the above-referenced petition. Thank you for taking the time to provide the Council with the comments. This petition will be placed on a future Council meeting agenda for discussion and decision. Please note that you can view all of the documents related to this petition on our website at portal.ct.gov/csc under the “Pending Matters” link. You may also keep apprised of Council events on the website calendar and agenda.
Before reaching a final decision on any petition, the Council must carefully consider all of the facts contained in the record that is developed by the Council, the petitioner, parties and intervenors to the petition, and consider all of the concerns received from members of the public who submit written statements to the Council.
Copies of your correspondence will be distributed to the service list for the petition. Thank you for your interest and concern in this very important matter.
Sincerely,
Melanie A. Bachman
Executive Director
s:\petitions\1601-1700\1601\municipalcomments\pe1601_pubform_townofmontville.docx
MAB/IN/dll
c: The Honorable Leonard Bunnell Sr., Mayor, Town of Montville (lbunnell@montville-ct.org) Service List, dated November 15, 2023 Council Members
s:\petitions\1601-1700\1601\municipalcomments\pe1601_pubform_townofmontville.docx
From: Liz Burdick <lburdick@montville-ct.org>
Sent: Thursday, December 28, 2023 1:07 PM
To: CSC-DL Siting Council <Siting.Council@ct.gov>
Cc: Leonard Bunnell Sr. <lbunnell@montville-ct.org>
Subject: 958 Route 163 - CSC Petition No. 1601 - Tritec America LLC
12/28/23 Good afternoon, Attorney Bachman, The Town of Montville is in receipt of the above-
referenced correspondence from the CT Siting Council with respect to Petition 1601 at for solar
installation at 958 Route 163, Oakdale (Montville), CT. Unfortunately, the Town missed the opportunity
to comment on the petition during the public comment period that ended 11/15/23.
After reviewing the Petition with the Town’s new Mayor Lenny Bunnell, I would like to offer the
following comments with regarding to same. Currently, there is a pending application in front of the
Montville Planning & Zoning Commission for a one-lot resubdivision of the property. Months into the
application process I received a Notice of Intent to submit the CSC Petition that proposes a solar
installation on the entire property that is being requested to be subdivided into two lots. Prior to the
filing with CSC, I did attempt to reach out to Attorney Paul Michaud, who sent Montville the Notice, but
did not receive a return call.
My concern is that if resubdivision is approved, the site plan submitted with the petition will be
inaccurate in that the property lines will be different and solar improvements are proposed in areas of
the property that have been dedicated for drainage and access easement to adjacent property owners
and proposed Lot 1 that contains the existing house. Also, the new proposed Lot 2 is numbered “950
Route 163.” Attached please find the latest plan set for your review approval. I have voiced concerns
to the property owner Dean Fiske and his Attorney James Miele and was told that Attorney
Michaud/Tritec America LLC is aware that the plan submitted to CSC will need to be revised.
Thank you for reviewing these comments. After today, I will no longer be employed with the Town of
Montville and I have copied Mayor Bunnell on this email for future correspondence. Happy New Year.
Regards,
Liz Burdick
Director ~ Dept. of Land Use & Development
Town of Montville
310 Norwich-New London Turnpike, Uncasville, CT 06382
Telephone: (860) 848-6725 (Direct), (860) 848-6779 (Planning Dept. Main)
Email: lburdick@montville-ct.org
Sheet Title:Sheet #:
Project:
COVERSHEET 0.00
PROPOSED 1-LOTRESUBDIVISION OF958 ROUTE 163
(PARCEL ID: 046-008-000)OAKDALE, CONNECTICUT
JULY 17, 2023
Rev. #:Date Description
USGS MAP LOCATION MAP
ENGINEERING
PREPARED BY:
501 MAIN STREET, MONROE, CONNECTICUT 06468
11 VANDERBILT AVENUE, NORWOOD, MASSACHUSETTS 02062
PROPOSED 1-LOTRESUBDIVISION OF958 ROUTE 163
PREPARED FOR:
(PARCEL ID: 046-008-000)OAKDALE, CONNECTICUTJULY 17, 2023
THE NEVAR COMPANY
677 S. MAIN STREETCHESHIRE, CONNECTICUT
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
3.02
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
CONSTRUCTION DETAILS
PLAN DATE
07/17/23
03/2023
03/2023
07/17/23
07/17/23
07/17/23
07/17/23
07/17/23
07/17/23
07/17/23
LATEST REVISION
11/06/23
N/A
N/A
11/06/23
11/06/23
N/A
11/06/23
11/06/23
09/25/23
N/A
SURVEYOR OF EXISTINGCONDITION
PETER A. PODURGIEL, PLS LICENSE NO. 70134DGT ASSOCIATES12 ROOSEVELT AVENUEMYSTIC, CONNECTICUT 06355(860) 889-1999
ENGINEER OF RECORD
KEVIN SOLLI, P.E., CPESC, LEED AP BD+CLICENSE NO. 25759SOLLI ENGINEERING, LLC501 MAIN STREETMONROE, CONNECTICUT 06468(203) 880-5455
PROPERTY INFORMATION
ADDRESS: 958 CT ROUTE 163MAP-BLOCK-LOT: 046-008-000ZONE: R120AREA: 30.66 ± AC (1,335,410 ± SF)LOT FRONTAGE: 961 FTBOOK/PAGE: 0674/0282
LANDSCAPE ARCHITECT
MARY BLACKBURN, P.L.A.,LICENSE CT NO. 1499SOLLI ENGINEERING, LLC501 MAIN STREETMONROE, CONNECTICUT 06468(203) 880-5455SOIL SCIENTIST
OWNER/APPLICANT
DEAN FISKETHE NEVAR COMPANY677 S. MAIN STREETCHESHIRE, CONNECTICUT 06410(203) 410-7827
SUBJECT PROPERTY
JIM MCMANUSJMM WETLAND CONSULTING SERVICES23 HORSESHOE RIDGE ROADNEWTOWN, CONNECTICUT 06482(203) 364-0345
SURVEYOR OF SUBDIVISION
ROBERT P. PRYOR, LICENSE NO. 19078SOLLI ENGINEERING, LLC501 MAIN STREETMONROE, 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 orbefore___________________________________________________________________________________________________________________.
Approval of this resubdivision plan by the Commision shall mean certification of the Erosion and Sediment Control Plan.
1 08/04/23 Revised Per IWC Comments
2 08/31/23 Revised Per Planner Comments
3 09/12/23 Revised Per Planner Comments
4 09/21/23 Revised Per Planner Comments
5 09/25/23 Revised For Encroachment Permit
6 11/06/23 Revised Per DOT Comments
L=178.52', R=1885.08'
D=5°25'34", TAN=89.33', CHORD=S01° 54' 36"E 178.46'OAKDALEROADDETAIL
A
PROPOSEDLOT 2950 ROUTE 163ID: 046 - 008 - 00C 20.853± AC908,376± SFN13° 51' 33"W206.60'N13° 14' 39"E408.55'N21° 01' 41"E75.33'
N19° 28' 47"E63.91'
N18° 30' 28"E56.49'
S67° 13' 51"E130.00'
S68° 35' 21"E255.97'
S00° 29' 44"E129.36'
S02° 07' 12"W63.53'
S82° 09' 49"E59.42'
N81° 53' 08"W
80.56'N79° 22' 16"W
69.06'N78° 01' 47"W
67.88'
N80° 03' 29"W42.76'
S87° 44' 35"W16.37'
S52° 42' 27"W7.89'S20
°
5
4
'
32
"E130
.
11
'S20
°
43
'
00
"E58
.7
9
'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"E44.15'S27° 57' 01"E8.67'
S16° 30' 27"E43.27'
S20° 26' 35"E70.78'
S06° 14' 07"E30.00'N85° 44' 19"E
664.69'
S04° 34' 28"E121.88'
N85° 30' 24"E50.92'
S04° 39' 27"E11.20'N16° 00' 28"W81.23'N16° 00' 28"W271.62'N85° 44' 19"E
801.58'
PROPOSEDLOT 1958 ROUTE 163ID: 046 - 008 - 0009.803± AC427,021± SF
60' REAR YARD SETBACK (TYP.)
50' UPLAND REVIEWAREA (TYP.)
EXISTING ON-SITE WETLANDS1.55 ± ACRES67,456 ± SF
25' SIDE YARD SETBACK (TYP.)
60' FRONT YARD SETBACK25' SIDE YARD SETBACK
60' REAR 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 REQUIREFURTHER WETLANDS INVESTIGATION ANDREVIEW AND APPROVAL BY THE MONTVILLEWETLAND ENFORCEMENT OFFICER AND / ORMONTVILLE INLAND WETLANDS &WATERCOURSES COMMISSION
EXISTING 2-STORY RESIDENTIALDWELLING GLA= 3,165± SF
5,187 SF
6,917 SF
225 SF
PROPOSED DRAINAGE EASEMENT OVER LOT 1 (958 ROUTE163 / 046 - 008 - 000) BENEFITTING THE PROPERTY OF 968ROUTE 163 (SEE EASEMENT ENLARGEMENT HEREON)AREA = 1,083 ± SF
PROPOSED DRAINAGE EASEMENT OVER LOT 2 (950 ROUTE 163/ 046 - 008 - 00C) BENEFITTING THE PROPERTY OF 968 ROUTE163 (SEE EASEMENT ENLARGEMENT HEREON)AREA = 2,582 ± SF
PROPOSED DRIVEWAY EASEMENT OVER LOT 1 (958 ROUTE163 / 046 - 008 - 000) BENEFITTING THE PROPERTY OF 968ROUTE 163 (SEE EASEMENT ENLARGEMENT HEREON)AREA = 2,967 ± SF
EXISTING CONCRETE SLAB ONLY TO REMAIN (NO BUILDING MAY BE CONSTRUCTED ON THEEXISTING SLAB EXCEPT IN CONFORMITY WITH THE SETBACK REQUIREMENTS OF THE ZONE)
EXISTING DRAINAGE PIPE TO REMAIN
EXISTING CONCRETE BOUND(POINT OF BEGINNING FOR ALLPROPOSED EASEMENTS SHOWNON SHEET 1.11 & 1.12)
LEGEND
PROPERTY LINE
ADJOINING PROPERTY LINES
BUILDING SETBACK
TREE LINE
STONE FARM WALL
PROPOSED LOT LINES
EXISTING SPOT GRADE568.85
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
LIMIT OF WETLANDS
UPLAND REVIEW AREA - 100 FT BUFFER
UPLAND REVIEW AREA - 200 FT BUFFER
UPLAND REVIEW AREA - 50 FT BUFFER
EXISTING CONCRETE SLAB
EXISTING CATCH BASIN
EXISTING GUIDE RAIL
EXISTING GRAVEL DRIVE
PROPOSED WELL
PROPOSED PRIMARY LEACHING AREA
PROPOSED RESERVED LEACHING AREA
PROPOSED GRADING ORDRAINAGE EASEMENT
PROPOSED DRIVEWAY EASEMENT
PROPOSED SIGHT LINE EASEMENT
S85° 34' 48"W
49.86'
N85° 44' 19"E
55.07'N04° 15' 41"W50.00'N04° 15' 41"W20.00'N85° 44' 19"E
53.58'S00° 00' 00"E50.00'S00° 00' 00"E20.06'S04° 34' 28"E121.88'S85° 25' 32"W10.00'N04° 34' 28"W94.41'N64°
1
3
'
5
8
"
W
35.01'S85° 44' 19"W
118.60'
N85° 44' 19"E
158.02'
N00° 00' 00"E10.03'
501 Main Street, Monroe, CT 0646811 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOTRESUBDIVISION OF958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
Graphic Scale:
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
T: (203) 880-5455 F: (203) 880-9695T: (781) 352-8491 F: (203) 880-9695
1.11 SUBDIVISIONPLAN(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 SECTIONS20-300B-1 THROUGH 20-300B-20 OF THE REGULATIONS OF CONNECTICUT STATEAGENCIES – “MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATIONFOR SURVEYS AND MAPS”, ADOPTED EFFECTIVE JUNE 21, 1996, REVISED OCTOBER26, 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 GOLDENAERIAL SURVEYS AND CONFORMS TO TOPOGRAPHIC ACCURACY “CLASS T-3”.REFERENCE MAY BE MADE TO NORTH AMERICAN DATUM OF 1983 (NAD 83) ANDTHE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
2.REFERENCE MAY BE MADE TO THE FOLLOWING DEEDS RECORDED IN THE TOWNOF 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 163MONTVILLE, 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. MOSTOWYSR., 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 OFMONTVILLE, RAYMOND HILL ROAD FROM THE NORWICH – HADLYME ROADSO. EASTERLY TO OXOBOXO BROOK. ROUTE NO. 163, NUMBER: 85-02, SHEET 5OF 6, SCALE: 1”=40’, DATE: 12-31-36”G)“CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OFMONTVILLE, RAYMOND HILL ROAD FROM THE NORWICH – HADLYME ROADSO. EASTERLY TO OXOBOXO BROOK. ROUTE NO. 163, NUMBER: 85-02, SHEET 4OF 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 APPEAROF RECORD.
5.UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED ANDNOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING, PAROLETESTIMONY AND OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED ASAPPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXISTON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DGT ASSOCIATES. THESIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELDDETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO ANYFUTURE CONSTRUCTION ACTIVITY. CALL BEFORE YOU DIG AT 1-800-922-4455.
6.MINOR IRREGULARITIES MAY EXIST BETWEEN STONE WALLS AND/OR FENCE LINESAND 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, INACCORDANCE WITH FEMA FLOOD INSURANCE RATE MAP, MAP #09011C0331G,EFFECTIVE 07/18/2011.
427,021 SF
ZONING COMPLIANCE TABLE
LOT 1
MINIMUM LOTAREA
ZONINGSTANDARD PROVIDED
BULKREGULATIONS(ZONE R-120)
KEY MAP
SCALE: 1" = 1,000'
MINIMUM LOTFRONTAGE
Robert P. Pryor, L.S.CT 19078
1 08/04/23 Revised Per IWC CommentsLOT 1LOT 2
2 08/31/23 Revised Per Planner Comments
LOT 2
ZONINGSTANDARD PROVIDED
MINIMUM FRONTYARD SETBACK
MINIMUM SIDEYARD SETBACK
MINIMUM REARYARD SETBACK
120,000 SF
200 FT
60 FT
25 FT
60 FT
26 ± FT
515.2 ± FT 200 FT
120,000 SF 908,376 SF
454.1 ± FT
304 ± FT60 FT
197 ± FT 25 FT 84 ± FT
135 ± FT 60 FT 535 ± FT
3 09/12/23 Revised Per Planner Comments
EASEMENT ENLARGEMENT
SCALE: 1" = 30'
4 09/21/23 Revised Per Planner Comments
5 11/06/23 Revised Per DOT Comments
S00° 00' 00"E40.00'
S80° 24' 06"E
120.00'
N00° 00' 00"E40.00'
N80° 24' 06"W
120.00'
S80° 24' 06"E
198.65'
L=277.00', R=2939.93'
D=5°23'54", TAN=138.60', CHORD=S19° 16' 31"W 276.90'OAKDALEROADDETAIL
%
LEGENDPROPERTY LINEADJOINING LOT LINEBUILDING SETBACKSAWCUT PAVEMENT LINEEDGE OF PAVEMENTLIMIT OF WETLANDSLIMIT OF UPLAND REVIEW AREAPRIMARY LEACHING TRENCHTEST PIT LOCATIONPERCOLATION TEST HOLETP-103PT-103RESERVE LEACHING TRENCHPROPOSED WELLEXISTING WELL75' WELL BUFFERSSD = XXXISD = XXXROUTE 163908,376± SF
PROPOSED LOT LINE(TYP.)
S03° 01' 18"W77.22'
S07° 45' 00"W170.34'
S08° 10' 00"W70.01'
S19° 12' 25"W99.53'
S09° 42' 44"W99.41'
N84° 18' 04"W
170.00'S21° 58' 28"W145.52'N86° 09' 14"W19.69'
N83° 42' 11"W59.42'
N85° 12' 04"W25.80'
N81° 58' 20"W53.68'
N84° 19' 52"W47.69'
N82° 11' 32"W
124.13'N08° 25' 19"W260.98'N08° 23' 47"W300.03'N08° 23' 16"W300.08'S00° 00' 00"E557.40'S80° 24' 06"E
198.65'
PROPOSEDLOT 2950 ROUTE 163ID: 046 - 008 - 00C20.853 ± AC908,376 ± SF
PROPOSEDLOT 1958 ROUTE 163ID: 046 - 008 - 0009.803± AC427,021± SF
50' UPLAND REVIEWAREA (TYP.)
S07° 45' 00"W170.34'
EXISTING GARAGE1,175 ± SF
EXISTING 2-STORY RESIDENTIALDWELLING GLA= 2,288 ± SF
60' FRONT YARD SETBACK60' REAR YARD SETBACK
25' SIDE YARD SETBACK
25' SIDE YARD SETBACK
60' FRONT YARD SETBACK
60' REAR YARD SETBACK
EXISTING ON-SITEWETLANDS0.07 ACRES2,925 ± SF
25' SIDE YARD SETBACK
25' SIDE YARD SETBACK
EXISTING (11' x 15')GARAGE 167 SF
EXISTING (12' x 16') SHED192 ± SF
EXISTING (10' x 12') SHED120 ± SF
EXISTING (16' x 20') SHED320 ± SF
EXISTING (27' x 22')GARAGE 594 ± SF
PROPOSED LEACHING AREAS
PROPOSED 14' WIDE BITUMINOUSCONCRETE DRIVEWAY (TYP.)
PROPOSED WELL
EXISTING 1.75-STORY RESIDENTIALDWELLING GLA= 1,680 ± SF
EXISTING 1.4-STORY RESIDENTIALDWELLING GLA= 1,210 ± SF
EXISTING 1-STORY RESIDENTIALDWELLING GLA= 564 ± SF
EXISTING 1-STORY RESIDENTIALDWELLING GLA= 960 ± SF
EXISTING 1.75-STORY RESIDENTIALDWELLING GLA= 1,423 ± SF
1809 SF
1,175 SF
1,275 SF
510 SF
960 SF
864 SF
1,181 SF
1,061 SF
1,014 SF
1,181 SF
84.25'197.80' 134.99'
APPROXIMATE LOCATION OF EXISTINGSUBSURFACE SEWAGE DISPOSALLEACHING AREA (CESSPOOL)
L=213.05', R=2839.93'
D=4°17'54", TAN=106.58', CHORD=S10° 22' 32"W 213.00'PROPOSED GRADING EASEMENT #1 OVER LOT 1 (958 ROUTE 163/ 046-008-000) BENEFITING LOT 2 (950 ROUTE 163 / 046-008-00C)(SEE GRADING EASEMENT ENLARGEMENT #1 HEREON)AREA = 0.109± AC
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 = 0.062± 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 = 0.017± AC
PROPOSED 4 BEDROOMRESIDENTIAL DWELLING
ISD = 545 FTISD = 545 FTPROPOSED CONSERVATION EASEMENT OVER LOT 2(950 ROUTE 163 / 046-008-00C) (SEE CONSERVATIONEASEMENT ENLARGEMENT HEREON)AREA = 0.830± AC
LEGEND
PROPERTY LINE
ADJOINING PROPERTY LINES
BUILDING SETBACK
TREE LINE
STONE FARM WALL
PROPOSED LOT LINES
EXISTING SPOT GRADE568.85
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
LIMIT OF WETLANDS
UPLAND REVIEW AREA - 100 FT BUFFER
UPLAND REVIEW AREA - 200 FT BUFFER
UPLAND REVIEW AREA - 50 FT BUFFER
EXISTING CONCRETE SLAB
EXISTING CATCH BASIN
EXISTING GUIDE RAIL
EXISTING GRAVEL DRIVE
PROPOSED WELL
PROPOSED PRIMARY LEACHING AREA
PROPOSED RESERVED LEACHING AREA
PROPOSED GRADING ORDRAINAGE EASEMENT
PROPOSED DRIVEWAY EASEMENT
PROPOSED SIGHT LINE EASEMENT
OAKDALEROADROUTE 163N80° 24' 06"W12.32'
N08° 56' 45"E160.15'
N25° 08' 57"W22.00'
N27° 00' 00"E65.00'OAKDALEROADROUTE 163N80° 24' 06"W7.22'
N09° 58' 57"E198.25'
S07° 45' 00"W128.32'
S08° 10' 00"W70.01'
S08° 10' 00"W42.12'OAKDALEROADS08° 10' 00"W42.12'
L=155.11', R=2839.93'
D=3°07'46", TAN=77.57', CHORD=S09° 47' 28"W 155.09'
N80° 24' 06"W
165.83'N00° 00' 00"E200.00'S80° 24' 06"E
198.65'
501 Main Street, Monroe, CT 0646811 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOTRESUBDIVISION OF958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
Graphic Scale:
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
T: (203) 880-5455 F: (203) 880-9695T: (781) 352-8491 F: (203) 880-9695
1.12 SUBDIVISIONPLAN(SHEET 2 OF 2)
1" = 60'
RPP
AWC
60 0 60 120
KEY MAP
SCALE: 1" = 1,000'LOT 1LOT 2
Robert P. Pryor, L.S.CT 19078
1 08/04/23 Revised Per IWC Comments
2 08/31/23 Revised Per Planner Comments
3 09/12/23 Revised Per Planner Comments
4 09/21/23 Revised Per Planner Comments
GRADING EASEMENTENLARGEMENT #2
SCALE: 1" = 40'
SIGHT LINE EASEMENTENLARGEMENT
SCALE: 1" = 40'
GRADING EASEMENTENLARGEMENT #1
SCALE: 1" = 40'
5 11/06/23 Revised Per DOT Comments
CONSERVATION EASEMENTENLARGEMENT
SCALE: 1" = 50'
PROPERTY LINE (TYP.)
100' PROPERTY RADIUS (TYP)PROPERTY LINE (TYP.)
100' PROPERTY RADIUS (TYP)
1056 ROUTE 163MAZZEI CONRAD1056 ROUTE 163OAKDALE, CT 06370045-009-00A
1080 ROUTE 163MATERA JOSEPH F & LOISM381 WEST MAIN STREETNORWICH, CT 06360045-008-000
1042 ROUTE 163LYNCH MICHAEL E1042 ROUTE 163OAKDALE, CT 06370046-065-000
924 ROUTE 163PARKOS BRYAN E924 ROUTE 163OAKDALE, CT 06370046-007-000
920 ROUTE 163BONIN CHRISTOPHER &JESSICA920 ROUTE 163OAKDALE, CT 06370046-006-000
916 ROUTE 163CHISAGUANO-TAIPE FRANKLIN &RAMOS-LEINES JUDITH243 OXOBOXO CROSS ROADOAKDALE, CT 06370-1036046-005-000
912 ROUTE 163WINTERS CAMERON L912 ROUTE 163OAKDALE, CT 06370046-004-000
906 ROUTE 163BOMBRIA THOMAS M906 ROUTE 163OAKDALE, CT 06370046-003-000
ROUTE 163MONTVILLE TOWN OF310 ROUTE 32UNCASVILLE, CT 06382046-035-000
974 ROUTE 163DUSO DONNA974 ROUTE 163OAKDALE, CT 06370046-008-00A
968 ROUTE 163MOSTOWY RAYMOND B SR& SHIRLEY D 968 ROUTE 163OAKDALE, CT 06370046-008-00B
1036 ROUTE 163THAYER TAD L & CAROL A1036 ROUTE 163OAKDALE, CT 06370046-012-000
1030 ROUTE 163FRENCH DANIELLE M1030 ROUTE 163OAKDALE, CT 06370046-011-000
1020 ROUTE 163 SPISAK DAVID A1020 ROUTE 163OAKDALE, CT 06370046-010-000
ROUTE 163CHASE PAUL E & JOHANNV1011 ROUTE 163OAKDALE, CT 06370046-065-000
958 ROUTE 163NEVAR COMPANY THEPO BOX 743CHESHIRE, CT 06410-0743046-008-000
900 ROUTE 163CORNERSTONE BAPTISTCHIRCH900 ROUTE 163OAKDALE, CT 06370046-002-000
WRP-160
R120
R120
R40
R40
OS
OS
R80
R80
OS
WRP-160
R40
R40
R120 OAKDALE ROAD (ROUTE 163)RA
Y
M
O
N
D
H
I
L
L
R
O
A
D
(
R
O
U
T
E
1
6
3
)
RA
Y
M
O
N
D
H
I
L
L
R
O
A
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 0646811 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOTRESUBDIVISION OF958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
Graphic Scale:
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
Kevin Solli, P.E.CT 25759
T: (203) 880-5455 F: (203) 880-9695T: (781) 352-8491 F: (203) 880-9695
GENERAL NOTES
1.PROPERTY OWNER INFORMATION TAKEN FROM THE TOWN OF MONTVILLEASSESSORS 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' RADIUSMAP 1.40
0
14'
PROPERTY LINE (TYP.)
BUILDING SETBACK LINE (TYP.)
PROPOSED WELL
EXISTING WELL
PROPOSEDLOT 2
950 ROUTE 163ID: 046 - 008 - 00C20.853± AC908,376± SF
PROPOSEDLOT 1
958 ROUTE 163ID: 046 - 008 - 0009.803± AC427,021± SF
INSTALL 1,250 GALLONSEPTIC TANKTF = 470.00INV(IN) = 464.87INV(OUT) = 464.62
PROPOSED PRIMARY LEACHING SYSTEM2 ROWS OF MANTIS 536-840 LF & 35 LF, 75 LF TOTALBOT. OF CHAMBER = 462.11
PROPOSED RESERVE LEACHING SYSTEM2 ROWS OF MANTIS 536-840 LF & 35 LF, 75 LF TOTAL
PROTECT AND MAINTAIN ALLSTRUCTURES, BUILDINGS, ANDTREES ON LOT 1
75'
7
5
'
PROPOSED RESERVE LEACHING SYSTEM2 ROWS OF MANTIS 536-840 LF & 35 LF, 75 LF TOTAL
EXISTING 4-BEDROOM RESIDENCE
TP-105
PT-105
TP-101
PT-101
TP-103
PT-103
TP-104
TP-102
TP-106
PT-107 TP-107
TP-108
TP-109
PROPOSED BITUMINOUSCONCRETE PAVEMENT (TYP.)
INSTALLDISTRIBUTION BOXINV (IN) = 463.36INV(OUT) = 463.11
INSTALL 60 LF OF 4" SDR-35PVC PIPE AT 2.1%
APPROXIMATE LOCATION OFEXISTING SUBSURFACE SEWAGEDISPOSAL LEACHING AREA(CESSPOOL)
40
L
F
35
L
F33'40
L
F
35
L
F
40
L
F
35
L
F
SSWR INV(OUT) = 465.5
INSTALL 30 LF OF 4" SDR-35PVC PIPE AT 2.1%
EXISTING BENCHMARK(REBAR W/ CAP)
14'
GRADE TO DRAIN (TYP.)
13'
EXISTING CONCRETE SLAB ONLY TO REMAIN (NOBUILDING MAY BE CONSTRUCTED ON THEEXISTING SLAB EXCEPT IN CONFORMITY WITHTHE SETBACK REQUIREMENTS OF THE ZONE)
REMOVE ANDDISPOSE OF EXISTINGCONCRETE SLAB
PROPOSED FOUNDATIONDRAIN (TYP.)
MAINTAIN EXISTING SHAREDDRIVEWAY (TYP.)
ISD = 545 FT
PROPOSED DRAINAGE EASEMENT OVER LOT 1 (958ROUTE 163 / 046 - 008 - 000) BENEFITTING THEPROPERTY OF 968 ROUTE 163AREA = 1,083 ± SF
PROPOSED DRAINAGE EASEMENT OVER LOT 2 (950 ROUTE 163 /046 - 008 - 00C) BY BENEFITTING THE PROPERTY OF 968 ROUTE163 AREA = 2,582 ± SF
PROPOSED DRIVEWAY EASEMENT OVER LOT 1(958 ROUTE 163 / 046 - 008 - 000) BENEFITTING THEPROPERTY OF 968 ROUTE 163AREA = 2,967 ± SF
MAX DRIVEWAYGRADE = 10% MAX
EXISTING VEGETATION TOBE CLEARED TO PROVIDEADEQUATE SIGHT LINES
ISD = 545 F
T
20' PR 4BDRM
HOUSE
FFE = 468.00
PROPOSED GRADINGEASEMENT
PROPOSEDELECTRIC/TELECOMMUNICATIONSHANDHOLES PER UTILITY PROVIDER'SSTANDARDS AND SPECIFICATIONS
PROPOSED FES FORFOUNDATION DRAININV (OUT)= 454.00'
PROPOSED CONSERVATIONEASEMENT
ISD EASEMENT
EXISTING VEGETATION TOBE CLEARED TO PROVIDEADEQUATE SIGHT LINES
PROPOSED BITUMINOUSCONCRETE PAVEMENT (TYP.)458466
468470472
474472470468
440442444446
460456454452450
448 438 436 434 432 430 428 426 424 422 420418416414465 460 455
445
440 435467468.75 467.33
462.1
434.9
33.7'
CONNECT PROPOSED ELECTRICALSERVICE FROM UTILITY POLE #4438
462
464
ROUTE 163
LEGEND
PROPERTY LINE
ADJOINING LOT LINE
BUILDING SETBACK
SAWCUT PAVEMENT LINE
EDGE OF PAVEMENT
LIMIT OF WETLANDS
LIMIT OF UPLAND REVIEW AREA
PRIMARY LEACHING TRENCH
TEST PIT LOCATION
PERCOLATION TEST HOLE
TP-103
PT-103
RESERVE LEACHING TRENCH
PROPOSED WELL
EXISTING WELL
75' WELL BUFFER
PROPOSED TREE LINE
EXISTING TREE LINE
MAJOR CONTOURS
MINOR CONTOURS
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
SANITARY SEWER PIPE
UNDERGROUND ELECTRIC,TELEPHONE AND CABLE LINES
STOPPING SIGHT DISTANCE (SSD)SSD = XXX
INTERSECTION SIGHT DISTANCE (ISD)ISD = XXX
PROPOSED GRADING ORDRAINAGE EASEMENT
PROPOSED DRIVEWAY EASEMENT
PROPOSED SIGHT LINE EASEMENT
PROPOSEDLOT 220.853± AC908,376± SF
PROPOSEDLOT 19.803± AC427,021± SF
EXISTING PROPERTYLINE (TYP.)
BUILDING SETBACK LINE (TYP.)
LIMITS OF EXISTINGWETLANDS (TYP.)
LIMITS OF UPLANDREVIEW AREA (TYP.)
LIMITS OF EXISTINGWETLANDS (TYP.)
501 Main Street, Monroe, CT 0646811 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOTRESUBDIVISION OF958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
Graphic Scale:
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
Kevin Solli, P.E.CT 25759
T: (203) 880-5455 F: (203) 880-9695T: (781) 352-8491 F: (203) 880-9695
POTENTIALDEVELOPMENTPLAN 2.11
40 0 40 80
1" = 40'
CJB
AWC
PRIMARY SEPTIC SYSTEM DESIGN RESERVE SEPTIC SYSTEM DESIGN
ALL PRIMARY AND RESERVE LEACHING AREAS WERE DESIGNED IN ACCORDANCEWITH CONNECTICUT PUBLIC HEALTH CODE, ON-SITE SEWAGE DISPOSALREGULATIONS, AND TECHNICAL STANDARDS FOR SUBSURFACE SEWAGEDISPOSAL SYSTEMS.
ALL PRIMARY AND RESERVE LEACHING AREAS WERE DESIGNED IN ACCORDANCEWITH CONNECTICUT PUBLIC HEALTH CODE, ON-SITE SEWAGE DISPOSALREGULATIONS, AND TECHNICAL STANDARDS FOR SUBSURFACE SEWAGEDISPOSAL SYSTEMS.
PRIMARY SYSTEM4-BEDROOM BUILDINGPERCOLATION RATE = 10.1-20.0REQUIRED EFFECTIVE LEACHING AREA (ELA):4-BEDROOM BUILDING: 787.5 SFPROPOSED LEACHING SYSTEM: MANTIS 536-8GALLERY DEPTH = 18 INGALLERY WIDTH = 36 INLEACHING SYSTEM ELA = 11.0 SF/LFCENTER TO CENTER SPACING = 12 FTSYSTEM LENGTH = 787.5 SF ÷ 11.0 SF/LF = 71.6 LFUSE 75 LF OF MANTIS 536-8 LEACHING SYSTEM
RESERVE SYSTEM4-BEDROOM BUILDINGPERCOLATION RATE = 10.1-20.0REQUIRED EFFECTIVE LEACHING AREA (ELA):4-BEDROOM BUILDING: 787.5 SFPROPOSED LEACHING SYSTEM: MANTIS 536-8GALLERY DEPTH = 18 INGALLERY WIDTH = 36 INLEACHING SYSTEM ELA = 11.0 SF/LFCENTER TO CENTER SPACING = 12 FTSYSTEM LENGTH = 787.5 SF ÷ 11.0 SF/LF = 71.6 LFUSE 75 LF OF MANTIS 536-8 LEACHING SYSTEM
MINIMUM LEACHING SYSTEM SPREAD (MLSS):SLOPES = 6.1-8.0RECEIVING SOIL DEPTH = 34 INHYDRAULIC FACTOR (HF) = 26FLOW FACTOR (FF) = 1.75PERCOLATION FACTOR (PF) = 1.0MLSS = 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 FORCONSTRUCTION. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTILAPPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING ANDREGULATORY AGENCIES.2.ALL PROPOSED SITE WORK IS TO BE COMPLETED IN ACCORDANCE WITHALL PERMITS, APPROVALS, AND CONDITIONS OF APPROVALS ISSUED BYLOCAL, STATE, AND/OR FEDERAL REVIEWING AGENCIES.3.EXISTING BOUNDARY, TOPOGRAPHY AND SITE CONDITIONS INFORMATIONTAKEN FROM A PLAN ENTITLED "PROPERTY & TOPOGRAPHIC SURVEY OF958 OAKDALE ROAD (CONNECTICUT ROUTE 163), MONTVILLE,CONNECTICUT"; SCALE 1"=60'; DATED: 03/2023; BY "DGT ASSOCIATES."4.ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF MONTVILLESTANDARDS, AND THE CONNECTICUT DEPARTMENT OF TRANSPORTATIONSTANDARDS AND SPECIFICATIONS IN THE ABOVE REFERENCEDINCREASING HIERARCHY. IF SPECIFICATIONS ARE IN CONFLICT, THE MORESTRINGENT SPECIFICATION SHALL APPLY. ALL CONSTRUCTION SHALL BEPERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA, FEDERAL,STATE AND LOCAL REGULATIONS.5.THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONINGPERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL COUNTY ANDTOWN CONSTRUCTION PERMITS, INCLUDING SEWER AND WATERCONNECTION PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAYALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFICCONTROL NECESSARY FOR THIS WORK.6.THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD ANDCONTACT THE ENGINEER OF RECORD IF THERE ARE ANY QUESTIONS ORCONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELDCONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TOBIDDING. ANY CONFLICT BETWEEN THE DRAWINGS SHALL BE CONFIRMEDWITH 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 THEENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS BEFOREPROCEEDING FURTHER WITH WORK IN THIS AREA.8.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIEDAND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPTWHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THEOWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLYOCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.9.THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE,UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS ORSIGNAGE DISTURBED DURING CONSTRUCTION TO THEIR ORIGINALCONDITION OR BETTER, AS APPROVED BY THE ENGINEER OF RECORD.10.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR SITE SAFETYMEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE ENGINEER OFRECORD HAS NO CONTRACTUAL DUTY TO CONTROL THE SAFESTMETHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES,SUPERVISION OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILYASSUME ANY SUCH DUTY OR RESPONSIBILITY.11.ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIEDMAY BE USED IF REVIEWED AND APPROVED BY THE OWNER, ENGINEER OFRECORD, AND APPROPRIATE REGULATORY AGENCY PRIOR TOINSTALLATION DURING THE BIDDING PROCESS.12.INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMSHAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDINGUTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEYAND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORMDRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIRPRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FORDETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIESAND STORM DRAINAGE SYSTEMS INCLUDING SERVICES. PRIOR TODEMOLITION 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 SYSTEMLOCATIONS.13.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPINGOR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THEENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS BEFOREPROCEEDING FURTHER WITH WORK IN THIS AREA.14.ALL DISTURBANCE INCURRED TO TOWN, COUNTY, OR STATE PROPERTYDUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITIONOR BETTER.15.IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THECONTRACTOR, THE CONTRACTOR SHALL SUSPEND EXCAVATION WORK OFIMPACTED SOIL AND NOTIFY THE OWNER AND/OR OWNER'SENVIRONMENTAL CONSULTANT PRIOR TO PROCEEDING WITH FURTHERWORK IN THE IMPACTED SOIL LOCATION UNTIL FURTHER INSTRUCTED BYTHE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT.16.PROPER CONSTRUCTION PROCEDURES SHALL BE FOLLOWED ON ALLIMPROVEMENTS WITHIN THIS PARCEL SO AS TO PREVENT THE SILTING OFANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THEREGULATIONS OF THE CONNECTICUT DEPARTMENT OF ENERGY &ENVIRONMENTAL PROTECTION GUIDELINES FOR SOIL EROSION ANDSEDIMENT CONTROL.17.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.18.GRADING CONTRACTOR SHALL RESTORE TO GRADE AND COMPACTIONALL AREAS DISTURBED BY BUILDING CONSTRUCTION PRIOR TO PAVINGOPERATIONS COMMENCING.
SCALE: 1" = 300'
KEY MAP
PERCOLATION TEST PITS
TESTING PERFORMED BY SOLLI ENGINEERING AND WITNESSED BY THE UNCASHEALTH DISTRICT ON JUNE 6, 2023.
TIME READING
1:20 12"
1:25 11"
1:30 10 12"
1:35 9 34"
1:40 9 14"
1:45 8 34"
1:50 7 1416"
PRESOAK TIME:
DEPTH OF PIT:
PERCOLATION TEST:103
14"
+2 hr
TIME READING
1:15 12"
1:20 9 12"
1:25 8"
1:30 6 34"
1:35 5 34"
PRESOAK TIME:
DEPTH OF PIT:
PERCOLATION TEST:101
14"
1.5 hr
PERCOLATIONRATE (MIN/INCH):1-10
TIME READING
1:25 12"
1:30 10 14"
1:35 8 34"
1:40 7 12"
1:45 6 610"
1:50 5 34"
1:55 5"
PRESOAK TIME:
DEPTH OF PIT:
PERCOLATION TEST:105
12"
+2 hr
1:40 4 78"
1:45 4"
1:50 2 34"1:55 7 12"
2:00 7 316"
2:05 6 1416"
2:10 6 916"
2:15 6 516"
2:20 6 216"
2:25 5 1416"
2:30 5 1016"
2:35 5 616"
2:40 5 216"
2:45 4 1416"
2:50 4 1016"
2:55 4 616"
3:00 4 216"
3:05 3 1416"
3:10 3 1016"
3:15 3 616"
3:20 3 216"
3:25 2 1416"
10.1-20
2:00
3 1416"2:05
3 1016"2:10
3 14"2:15
3"2:20
4 12"
1-10
TIME READING
3:05 12"
3:10 9 34"
3:15 8"
3:20 6 1416"
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 34"
3:45 3 14"
3:50 2 1416"
TEST PIT OBSERVATIONSTEST PIT OBSERVATIONS
TEST PIT 1010"-6" DARK BROWN, SANDY LOAM W/ TRACE SILT (TOP SOIL)6"-22"MEDIUM BROWN, SANDY LOAM W/ SOME SILT22"-108"LIGHT BROWN, LOAMY SAND W/ TRACE SILTNO ROOTS, GROUNDWATER @ 104", NO LEDGE
TEST PIT 1020"-10"DARK BROWN, SANDY LOAM W/ TRACE SILT (TOP SOIL)10"-30"MEDIUM BROWN, SANDY LOAM W/ SOME SILT30"-50"TAN, LOAMY SAND W/ TRACE SILT50"-105"MEDIUM BROWN, LOAM W/ SOME SILTNO ROOTS, NO GROUNDWATER, NO LEDGE, REDOX @ 39"
TEST PIT 1030"-8"DARK BROWN, SANDY LOAM W/ TRACE SILT (TOP SOIL)8"-17"MEDIUM BROWN, SANDY LOAM W/ TRACE SILT17"-23"TAN, LOAMY SAND W/ TRACE SILT23"-80"BROWN, LOAM W/ TRACE SILTNO ROOTS, NO GROUNDWATER, NO LEDGE, NO REDOX
TEST PIT 1040"-16"DARK BROWN, SANDY LOAM W/ TRACE SILT (TOP SOIL)16"-54"MEDIUM BROWN, LOAM W/ SOME SILT54"-90"TAN, LOAM W/ SOME SILTNO ROOTS, GROUNDWATER @ 86", NO LEDGE
TEST PIT 1050"-14"DARK BROWN, SANDY LOAM W/ TRACE SILT (TOP SOIL)14"-35"MEDIUM BROWN, SANDY LOAM W/ SOME SILT35"-88"TAN, SANDY LOAM W/ TRACE SILTNO ROOTS, GROUNDWATER @ 65", NO LEDGE, REDOX @ 43"
TEST PIT 1060"-9"DARK BROWN, SANDY LOAM (TOP SOIL)9"-18"MEDIUM BROWN, LOAM W/ TRACE SILT18"-82"TAN, LOAMY SANDNO ROOTS, NO GROUNDWATER, NO LEDGE, NO REDOX
TEST PIT 1070"-12"DARK BROWN, SANDY LOAM (TOP SOIL)12"-29"MEDIUM BROWN, SANDY LOAM29"-36"TAN, LOAMY SAND36"-83"MEDIUM BROWN, LOAMY SANDNO ROOTS, GROUNDWATER @ 77", NO LEDGE
TEST PIT 1080"-18"DARK BROWN, SANDY LOAM (TOP SOIL)18"-53"MEDIUM BROWN, LOAM W/ SOME SILTNO ROOTS, GROUNDWATER @ 35", LEDGE @ 53"
TEST PIT 1090"-13"DARK BROWN, SANDY LOAM (TOP SOIL)13"-34"MEDIUM BROWN, LOAM W/ SOME SILT34"-75"SANDY LOAM W/ SOME SILTNO ROOTS, GROUNDWATER @ 34", NO LEDGE, REDOX @ 34"
TESTING PERFORMED BY SOLLI ENGINEERING AND WITNESSED BY THEUNCAS HEALTH DISTRICT ON JUNE 6, 2023.
PERCOLATIONRATE (MIN/INCH):PERCOLATIONRATE (MIN/INCH):
PERCOLATIONRATE (MIN/INCH):
1 08/04/23 Revised Per IWC Comments
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPEMENT WITHTHIS PLAN.
________________________________________ _________________________________________ APPLICANT SIGNATURE DATE
________________________________________ _________________________________________ ENGINEER OF RECORD SIGNATURE DATE
2 08/31/23 Revised Per Planner Comments
3 09/21/23 Revised Per Planner Comments
4 09/25/23 Revised for Encroachment Permit
5 11/06/23 Revised Per DOT Comments
PR 4BDRM
HOUSE
FFE = 468.00 458466
468470472
474472470468
440442444446
460456454452450
448 438 436 434 432 430 428 426 424
422 420418416414465 460 455
445
440 435467468.75 467.33
462.1
434.9
462
464
PROPOSED TEMPORARY STONESTABILIZED CONSTRUCTIONPAD (MIN. LENGTH 50')
PROPOSED TEMPORARAY SILTSACK INLET PROTECTION (TYP.)
PROTECT AND MAINTAINEXISTING CATCH BASIN
PROPOSED TEMPORARAY SILTFENCE PROTECTION (TYP.)20'14'
LEGEND
PROPERTY LINE
ADJOINING LOT LINE
BUILDING SETBACK
SAWCUT PAVEMENT LINE
EDGE OF PAVEMENT
LIMIT OF WETLANDS
LIMIT OF UPLAND REVIEW AREA
SILT FENCE
SILT SACK INLET PROTECTION
PROPOSED WELL
EXISTING WELL
75' WELL BUFFER
PROPOSED TREE LINE
EXISTING TREE LINE
MAJOR CONTOURS
MINOR CONTOURS
420
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
421
501 Main Street, Monroe, CT 0646811 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOTRESUBDIVISION OF958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
Graphic Scale:
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
Kevin Solli, P.E.CT 25759
T: (203) 880-5455 F: (203) 880-9695T: (781) 352-8491 F: (203) 880-9695
SOIL EROSION &SEDIMENTCONTROL PLAN 2.31
30
0 30 60
1" = 30'
CJB
ARW
1.INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT.2.INSTALL SILT FENCE(S) ON THE SITE (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILTFENCE).3.HALT ALL ACTIVITIES AND CONTACT THE ENGINEER OF RECORD TO PERFORM INSPECTION ANDCERTIFICATION OF BEST MANAGEMENT PRACTICES (BMP'S).4.BEGIN CLEARING AND GRUBBING THE SITE.5.INSTALL ADDITIONAL EROSION CONTROLS AS WORK PROGRESSES, TOPSOIL AND SEED SLOPESWHICH HAVE ACHIEVED FINAL SITE GRADING.6.IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FORACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENTAPPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATEDEROSION AND/OR SEDIMENT POLLUTION.7.THROUGHOUT CONSTRUCTION, REMOVE SEDIMENT FROM BEHIND SILT FENCES AND OTHEREROSION CONTROL DEVICES AS REQUIRED. REMOVAL SHALL BE ON A PERIODIC BASIS (EVERYSIGNIFICANT RAINFALL OF 0.10 INCH OR GREATER). INSPECTION OF EROSION CONTROL MEASURESSHALL 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 DURINGCONSTRUCTION.8.CONDUCT FINE GRADING.9.FERTILIZE SEED AND MULCH. SEED MIXTURE TO BE INSTALLED DURING THE SPRING OR FALLSEASON ONLY. USE EROSION CONTROL BLANKETS AS REQUIRED OR ORDERED FOR SLOPESGREATER THAN 3:1 AND AS SHOWN ON LANDSCAPE PLANS OR EROSION CONTROL PLANS. FORTEMPORARY 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 HAVEBEEN PERFORMED AND CERTIFICATES OF COMPLETION HAVE BEEN ISSUED), EROSION ANDSEDIMENT CONTROL MEASURES SHALL BE REMOVED FOLLOWING STABILIZATION OF THE SITE.
CONSTRUCTION SEQUENCE
1" REBAR FOR BAGREMOVAL FROM INLET
EXPANSIONRESTRAINT 1/4"NYLON ROPE
2"x2"x3/4"RUBBER BLOCK
SILT SACK
NOTE: REGULAR FLOW = 40 GAL./MIN./SF HIGH FLOW = 200 GAL./MIN./SF
SILT SACK DETAIL
SCALE: NTS
2'
3'
4'
8"4"
FLOW
1.SET THE POSTS
2. EXCAVATE A 4"X8"TRENCH UPSLOPE ALONGTHE LINE OF STAKES
1.STAPLE FILTERMATERIAL IT STAKESAND EXTEND IT INTOTHE TRENCH.
4.BACKFILL WITHSTONE AND COMPACTTHE EXCAVATED SOIL
FLOW
EXTENSION OFFABRIC ANDWIRE INTO THETRENCH
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 OFADJACENT PARALLEL ROLLSBY APPROXIMATELY 6" ANDANCHOR WITH STAPLES AT 24"TO 36" SPACING DEPENDINGON THE SLOPE
UNROLL BLANKET DOWNSLOPE IN THE DIRECTION OFTHE WATER FLOW
SECTION
BEGIN AT THE TOP OF THE SLOPE ANDANCHOR BLANKETS IN A 12" DEEP AND12" WIDE INITIAL ANCHOR TRENCH ANDANCHOR WITH STAPLES AT 18" SPACING 12"12"
4' - 0"
NOTES:
·SINGLE-NETED STRAW BLANKETS TO BE TYPICALLY USEDON SLOPES 3:1 AND FLATTER AS WELL AS IN LOW FLOWCHANNELS.
·INSTALLATION TO BE COMPLETED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS.
·PRODUCT TO BE STRAW BLANKET WITH SINGLEBIODEGRADABLE NETTING (OR APPROVED EQUAL).
·TOP NETTING MESH SIZE = 1/2" x 1/2".
1
08/04/23 Revised Per IWC Comments
2
08/31/23 Revised Per Planner Comments
3 09/21/23 Revised Per Planner Comments
2
1
CONSTRUCTION ENTRANCE
SCALE: NTS DETAIL PROVIDED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION
4 09/25/23 Revised for Encroachment Permit
5 11/06/23 Revised Per DOT Comments
30
501 Main Street, Monroe, CT 0646811 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOTRESUBDIVISION OF958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
Kevin Solli, P.E.CT 25759
T: (203) 880-5455 F: (203) 880-9695T: (781) 352-8491 F: (203) 880-9695
CONSTRUCTIONDETAIL 3.01
NTS
CJB
CJS
TYPICALELECTRICAL/TELEPHONE/CABLEAND GAS TRENCH
SCALE: NTS
7" SAND BED FROMMAIN TO METER PIT
12" SAND COVEROVER PIPE
MARKING TAPE BURIEDOVER ELECTRIC ANDTELEPHONE CONDUITS
TRENCH WIDTH: 1'-0" ELECT.,3'-0" WHEN ELEC., CATV, & TEL.ARE GROUPED IN TRENCH
BOTTOM OFCONDUIT TRENCH
APPROVED COMPACTED %MAX DRY BACKFILL (95DENSITY) COMPACTIONPER ASTM D1557 IN 8" LIFTS
3'-0" (FOR ELECT.)4" TOPSOIL
IN EARTH IN PAVEMENT
SEE DETAIL FOR PAVEMENTSECTION
ASPHALT PAVINGSTANDARD DUTY
PAVING DETAIL
SCALE: NTS
5.5" GRANULARSUBBASE COURSE COMPACTEDSUBGRADE
1.5" BIT. CONC.WEARING COURSE
1.5" BIT. CONC.BINDER COURSE
4" GRANULAR BASECOURSE
RESIDENTIAL DRIVEWAY CURBING
SCALE: NTS
PAVEMENT MATCH TREATMENT (SAWCUT) DETAIL
SCALE: NTS
EXISTING BITUMINOUSPAVEMENT
PROPOSED BITUMINOUSPAVEMENT
SAW CUT, CLEAN AND PAINTWITH LIQUID BITUMEM
NOTES1.OVERLAP BOTH PROPOSED BITUMINOUS CONCRETE COURSES (CLASS 1AND CLASS 2) OVER EXISTING SUBBASE.2.MINIMUM THICKNESS TO BE SAME AS PROPOSED BITUMINOUS OR MATCHTHICKNESS OF EXISTING PAVEMENT, WHICH EVER IS GREATER.
1'-0"SEE NOTE 2
PROPOSED BITUMINOUSPAVEMENT
TYPICAL HANDHOLE
SCALE: NTS
DETAIL PROVIDED BY TOWN OF MONTVILLE
PERMANENT PAVEMENT REPAIR
SCALE: NTS DETAIL PROVIDED BY TOWN OF MONTVILLE
501 Main Street, Monroe, CT 0646811 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 1-LOTRESUBDIVISION OF958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
Kevin Solli, P.E.CT 25759
T: (203) 880-5455 F: (203) 880-9695T: (781) 352-8491 F: (203) 880-9695
DETAILSHEET 3.02
NTS
CJB
CJS
PRECAST CONCRETE 1,250 GALLON SEPTIC TANK
SCALE: NTS DETAIL PROVIDED BY CT PRECAST CORPORATION
DISTRIBUTION BOX
SCALE: NTS
TYPICAL SANITARY SEWER TRENCH SECTION
SCALE: NTS
EDGE OF TRENCH
SUPPORT SYSTEMAS REQUIRED
SUITABLE BACK FILL TYPE GW, GP, SW, SP PERUNIFIED SOIL CLASSIFICATION SYSTEM OR ASAPPROVED BY SITE ENGINEER, COMPACTED TO95% MAX. DRY DENSITY IN LIFTS (8" TYPICAL)PER ASTM D1557 (MODIFIED PROCTOR TEST)
3/4" CRUSHED STONE
INSTALL CLAY DAM WATER STOP 2'(MIN.) THICKNESS AT 50' C-C
BOTTOM OF TRENCH
SPECIAL FOUNDATION IF ORDERED BYENGINEER - 3/4" CRUSHED STONE TO BEINSTALLED TO DEPTH DETERMINED BYENGINEER IN PEAT AND UNSUITABLE AREAS
6" MIN.
1'-0" MIN.IN ROCK
TRENCH WIDTH
O.D. + 2'-0" MIN.
1'-0"OD 1'-0"
6"
6"
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
"
1"
18" MINIMUM FROM
BOTTOM OF UNIT TO
SEASONAL HIGH WATER TABLE
48"
"
" 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