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TOWN OF SOUTH WINDSOR CHECKLIST
REQUIRED INFORMATION FOR SITE PLANS
APPLICANT_____________________________________________________________
PROJECT NAME_________________________________________________________
This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information
is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate.
Check mark for each item supplied.
_____ 1. On each sheet for plans or maps, title block with the following information:
_____ a. Name, address, email address, and telephone of applicant
_____ b. Name, address, email address, and telephone of Land Surveyor or
Professional Engineer
_____ c. Name of Development
_____ d. Date when drawings were made
_____ 2. Key Map: An overall map drawn to a scale of 1 inch equaling either 100 feet
or 200 feet. This map will show the overall design of the Development and
surrounding property within 500 feet.
_____ a. Data block which gives needed zoning information such as percentage of
lot coverage, acreage of tract, number of apartment units, parking
requirements, etc.
_____ b. Outline of buildings
_____ c. Layout of streets
_____ d. Surrounding property boundaries within 500 feet
_____ e. Names of abutting property owners
_____ f. Proposed open spaces and recreation areas
_____ g. Driveway cuts on abutting properties and any properties across from
proposed site
_____ h. Distance to and name of nearest intersection street
_____ 3. Architectural Elevations: See checklist for Architecture and Design Review.
Home Market Foods, Inc.
50 Talbot Lane Site Improvements
See Property Survey
2
_____ 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch
equaling 40 feet on either of the following size sheets: (1) 24" x 36" with a
3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the
following data:
_____ a. Distance and bearings of all boundary lines and acreage of site. Iron pins
required at all property angle points and shown on map.
_____ b. Proposed streets and street lines with center line station, curve data, and
parking spaces
_____ c. Building lines in accordance with zoning regulations
_____ d. Proposed buildings and other structures, including signs, outside lighting,
and dumpsters (on concrete pad and screened)
_____ e. Easements, noting grantors, grantees, and purpose must be shown in
table format, e.g. below
Grantor Grantee Type of
Easement
Date Filed Vol/Pg
_____ f. Names of abutting property owners
_____ g. Monuments will be indicated at corners and angles of all streets and at all
points of curvature and tangency. The monumented points within
proposed site shall be coordinated. These coordinates shall appear in
tabular form on the plot plan. The accessibility of these CGS points shall
be determined by the Town Engineer.
_____ h. All open space or other common or public land uses shall be indicated.
_____ i. A-2 certification; P.E./L.S. Seal
_____ 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not
exceeding 24 inches by 36 inches, including ruled margins shall in addition to
the requirements of the plot plans show the following:
_____ a. All existing and proposed buildings
_____ b. Curb Lines and pavement width, sidewalks
_____ c. Existing and proposed sanitary sewers
_____ d. Existing and proposed water and all existing utilities
See Property Survey
See Property Survey
3
_____ e. Present wooded area indicated by foliage lines. Any trees to be saved
should be shown.
_____ f. Existing and proposed contours shall be shown in not less than two-foot
intervals, but in cases of relatively level land, the contours shall be one-
foot intervals and spot elevations.
_____ g. Regulated wetlands and 100-year floodplain or note that none are
present
_____ h. Proposed storm drainage system, showing all catch basins, endwalls,
manholes, lengths and sizes of pipes and elevations of structures.
(Maximum distance between catch basins shall be 300 feet and minimum
size of storm drain lines shall be 15 inches, within Town ROW.) If
plan/profile sheet is provided all of this does not need to be shown. Only
top of frame elevations and inverts of open discharge pipe shall be shown
on this plan.
_____ i. Connections of all springs into proposed storm drainage system as
needed
_____ j. Location and indications of existing brook channels, and 100-year flood
limits
_____ k. A-2 & T-2 Certification; P.E & L.S. Seals
_____ 6. Landscaping plan
_____ 7. Drainage calculations: Zero Runoff Increase per SW Public Improvement
Standards.
_____ 8. Traffic Report
_____ 9. Site Lighting Plan
_____ 10. Plans and Profiles: A plan and profile of the proposed streets drawn on
plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet
vertically on sheets not exceeding 24 inches by 36 inches, including ruled
margins and containing the following:
_____ a. Layout of streets in sections coordinated by stations with the profile
_____ b. Street plan showing roadways, drainage, sanitary sewer (including house
sewer), foundation drains, lot lines, buildings including all utilities with
elevations (top frame and inverts), size, type, length, slopes of pipes
.
_____ c. Sight line at driveway & street intersections
4
_____ d. Profile of roadway showing existing and finished grades. Roadway profile
will show all tangent grade and all vertical curve information.
_____ e. Profile will show all catch basins and all drainage lines between catch
basins with all invert and top of frame elevations, sizes, lengths, and
slopes of pipes.
_____ f. Where any storm drainage line discharges into an existing brook
sufficient profile of this brook will be shown to determine conditions.
_____ g. CGS datum shall be used on all sites accessible to these controls. The
Town Engineer shall, based on standard engineering practices, determine
the accessibility of these controls.
_____ h. Profiles shall show all sanitary sewer lines and manholes, including
elevations (inverts, top of frame), sizes, lengths, and slopes of pipes.
Top of foundation elevations for building shall be shown.
_____ 11. Open Space Site Improvement Plans: For sites which require or include a
provision for open spaces, a plan which contains data for site improvement
may be required. This map shall be drawn to a scale of 1 inch equals 40
feet.
_____ 12. Sanitary Report: Where individual sanitary sewage disposal systems are
proposed, the final plans shall include a Sanitary Report certified by a
Professional Engineer. The report shall demonstrate the feasibility of the
proposed individual systems.
____________________________________ _________________________
PLAN PREPARER (P.E./L.S.) DATE
______________________________________
Print Name
W:\Planning Admin\Forms\Check Lists\Site Plan Checklist.doc
February 2002; Rev. 4-04, 04-23
Kevin Solli, P.E.
10/16/24
Monroe, CT | West Hartford, CT | Norwood, MA
www.SolliEngineering.com
PROJECT NARRATIVE MEMORANDUM
To: Town of South Windsor Planning & Zoning Commission
From: Kevin Solli, PE, PTOE / Solli Engineering
Paul Rodrigues, P.E. / Solli Engineering
Subject: Proposed Site Improvements
50 Talbot Lane
South Windsor, Connecticut
Project No.: 24106501
Date: 10/16/2024
INTRODUCTION
Solli Engineering (Solli) has prepared this Project Narrative Memorandum (Memo) to provide a summary of the
proposed project improvements, including four (4) Fulton boilers, four (4) 10,000 gallon oil tanks, a wastewater
treatment plant (WWTP) and EQ storage tanks (to be permitted through WPCA by others), and associated utilities,
for the existing industrial development located at 50 Talbot Lane in South Windsor, Connecticut. The proposed site
improvements have been designed in compliance with the Town of South Windsor Zoning Regulations and other
applicable state and federal requirements and regulations.
EXISTING CONDITIONS
PROJECT SITE
The Site, 50 Talbot Lane, consists of a 19.85± acre parcel situated along the south side of Talbot Lane, east of Nutmeg
Road. The Site is located within the Industrial Zoning District in the Town of South Windsor. The Site is bound by
industrial uses to the south, west, and north, and vacant land and residential uses to the east. The Site is currently
developed with an existing industrial building and associated utilities, parking, drive aisles, landscaping and lighting
improvements.
PROPOSED CONDITIONS
PROJECT DESCRIPTION
The Applicant is proposing to install four (4) Fulton boilers, four (4) 10,000 gallon oil tanks, a wastewater treatment
plant (WWTP) and EQ storage tanks (to be permitted through WPCA by others), and associated utilities, located to
the north of the building. The proposed WWTP will be served by new water, gas, and electrical service that will
connect to the existing building’s utility rooms. Existing sanitary discharges from the building to existing grease
interceptors will be connected to the WWTP via sanitary force mains within the building’s existing drive aisles.
Wastewater will exit the WWTP through a proposed flume and eventually discharge to an existing sanitary manhole
on-site which connects to the Town sanitary sewer system.
STORMWATER MANAGEMENT
The proposed site improvements result in a net increase in impervious area of approximately 1,360 square-feet. In
May 2015, a site plan modification was approved by the Town of South Windsor Planning & Zoning Commission for
a proposed building expansion of 177,000± square-feet and associated parking, stormwater, utility, landscaping, and
lighting improvements. To date, a small portion of the building expansion (roughly 61,000 square-feet) has been
constructed, along with a portion of the proposed parking. The stormwater management system, which was designed
and approved to handle the increase in impervious area of this building expansion, has been constructed. Therefore,
the de minimis increase in impervious area from the proposed site improvements will be adequately treated by the
existing stormwater management system on-site.
SOIL EROSION AND SEDIMENT CONTROL
The proposed plans for soil erosion and sediment control prepared for this project have been developed in accordance
with the Town of South Windsor Zoning Regulations as well as the 2024 Connecticut Guidelines for Soil Erosion and
Sediment Control, prepared by the Connecticut Council on Soil and Water Conservation in cooperation with the
Connecticut Department of Environmental Protection.
The soil erosion and sediment control measures that will be proposed as part of this project include temporary
construction fence, geotextile silt fence, and inlet protection for existing and proposed drainage features.
APPENDIX: FIGURES
Site Location Map (Figure 1)
FEMA Flood Map (Figure 2)
Natural Diversity Data Base Map (Figure 3)
Soil Survey Map (Figure 4)
ENGINEERING
24106501
10/03/24
Project #:
Plan Date:
Scale:50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
Figure:
501 Main Street, Monroe, CT 06468
T: (203) 880-5455 F: (203) 880-9695
0500 250 500NOTE: BASE MAP INFORMATION TAKEN
FROM TOWN OF SOUTH WINDSOR GIS
1" = 500'
1
SITE LOCATION MAP
PROJECT SITE
ENGINEERING
24106501
10/03/24
Project #:
Plan Date:
Scale:50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
Figure:
501 Main Street, Monroe, CT 06468
T: (203) 880-5455 F: (203) 880-9695
01,000 500 1,000
NOTE: BASE MAP INFORMATION TAKEN
FROM FEMA FLOOD INSURANCE RATE MAP,
MAP NUMBERS 09003C0378F, EFFECTIVE
09/26/2008.
1" = 1,000'
2
FEMA FLOOD MAP
PROJECT SITE
ENGINEERING
24106501
10/03/24
Project #:
Plan Date:
Scale:50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
Figure:
501 Main Street, Monroe, CT 06468
T: (203) 880-5455 F: (203) 880-9695
01,500 750 1,500
NOTE: BASE MAP INFORMATION TAKEN
FROM NATURAL DIVERSITY DATA BASE
AREAS MAPPING FOR THE TOWN OF SOUTH
WINDSOR, CT, DATED DEC 2023 PRODUCED
BY CONNECTICUT DEPARTMENT OF
ENERGY & ENVIRONMENTAL PROTECTION.
1" = 1,500'
3
NATIONAL DIVERSITY
DATA MAP
PROJECT SITE
ENGINEERING
24106501
10/03/24
Project #:
Plan Date:
Scale:50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
Figure:
501 Main Street, Monroe, CT 06468
T: (203) 880-5455 F: (203) 880-9695
0250 125 250NOTE: BASE MAP INFORMATION TAKEN
FROM WEBSOILSURVEY.NRCS.USDA.GOV
1" = 250'
4
SOIL SURVEY MAP
Sheet Title:Sheet #:
Project:
COVER
SHEET 0.00
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
APPLICANT: HOME MARKET FOODS, INC. / 140 MORGAN DRIVE, NORWOOD,
MA 02062 / LHEFFERNAN@CMCDESIGNBUILD.COM / (781) 733-1941
Rev. #:Date Description
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
PREPARED FOR:
HOME MARKET FOODS, INC.
140 MORGAN DRIVE
NORWOOD, MA 02062
USGS MAP LOCATION MAP
ENGINEERING
MONROE, CT | WEST HARTFORD, CT | NORWOOD, MA
PREPARED BY:
SCALE: 1" = 1,000'PERMITTING PLAN SET SCALE: 1" = 1,000'
PROJECT SITEPROJECT SITE
DRAWING LIST
SHEET NAME
COVER SHEET
PROPERTY SURVEY
SITE LAYOUT PLAN
SOIL EROSION AND SEDIMENT CONTROL PLAN
SOIL EROSION AND SEDIMENT CONTROL NOTES & DETAILS
CONSTRUCTION DETAILS
SHEET #
0.00
1 OF 1
2.11
2.31
2.41
3.01
PLAN DATE
10/16/24
09/10/24
10/16/24
10/16/24
10/16/24
10/16/24
LATEST REVISION
N/A
09/30/24
N/A
N/A
N/A
N/A
HOME MARKET FOODS, INC.
140 MORGAN DRIVE
NORWOOD, MA 02062
(781) 733-1941
WETLANDS SPECIALIST
SURVEYOR OF RECORD
SITE / CIVIL ENGINEER
KEVIN SOLLI, P.E., PTOE, CPESC, LEED AP BD+C
(ENGINEER OF RECORD)
LICENSE NO. 25759
SOLLI ENGINEERING, LLC
11 VANDERBILT AVENUE, SUITE 240
NORWOOD, MASSACHUSETTS 02062
(781) 352-8491
OWNER
PROPERTY INFORMATION
ADDRESS: 50 TALBOT LANE
TOWN OF SOUTH WINDSOR
CONNECTICUT 06074
ACCOUNT: 88900050
PARCEL ID: 60-29-3
AREA: 1.894± ACRES
DOWE REALTY III, LLC
400 1ST AVENUE
NEEDHAM, MA 02494
ARCHITECT
APPLICANT
BRYAN P. NESTERIAK, PE, LS
LICENSE NO. 23556
ACCURATE LAND SURVEYING, LLC
15 RESEARCH DRIVE
WOODBRIDGE, CONNECTICUT 06525
(203) 881-8145
WILLIAM KENNY, CPWS, PLA, ASLA
WILLIAM KENNY ASSOCIATES
195 TUNXIS HILL CUTOFF SOUTH
FAIRFIELD, CT 06825
(203)366-0588
CMC DESIGN BUILD, INC
859 WILLARD STREET
QUINCY, MASSACHUSETTS 02169
(888) 328-2962
GENERAL SURVEY NOTES
MAP REFERENCES
30 180120600
SCALE: 1"=60'
1 of 1
LOCATION MAP
SCALE: 1"=800'
PROPERTY SURVEY
OF
50 TALBOT LANE & 90 NUTMEG ROAD
SOUTH WINDSOR, CONNECTICUT PS, 50 TALBOT LANE & 290 NUTMEG ROAD, SOUTH WINDSOR, CT.LEGEND
ACCURATELand Surveying, LLC
15 Research Drive
Woodbridge, CT 06525
Tel: 203.881.8145
501 Main Street
Monroe, CT 06468
Tel: 203.880.5455
TALBOT LANEPROPOSED WWTP (BY
OTHERS) (28' HEIGHT)
(4) PROPOSED 10,000 GALLON
OIL TANKS (30' HEIGHT) ON
CONCRETE PAD
PROPOSED EQ
STORAGE TANKS (BY
OTHERS) (25' HEIGHT)
(4)PROPOSED FULTON
BOILERS (14' HEIGHT)
PROPOSED METAL SIDING
WALL & ROOF
PROPOSED CONCRETE
BOLLARD (12' O.C.) (TYP.)
PROPOSED CONCRETE
BOLLARD (6' O.C.) (TYP.)
PR 750± LF OF 4" SDR-21
SANITARY FORCE MAIN
PROPOSED NATURAL GAS CONNECTION
TO EXISTING UTILITY ROOM
PROPOSED 4" WATER SERVICE CONNECTION
TO EXISTING UTILITY ROOM
PROPOSED ELECTRICAL SERVICE
CONNECTION TO EXISTING UTILITY ROOM
EXISTING GREASE INTERCEPTOR TO BE
UTILIZED AS PUMP CHAMBER (BY OTHERS)
EXISTING GREASE INTERCEPTOR TO BE
UTILIZED AS PUMP CHAMBER (BY OTHERS)
STUB PROPOSED UTILITIES 5'
FROM WWTP (TYP.)
PR 154± LF OF 4" SDR-21
SANITARY FORCE MAIN
PROPOSED WASTEWATER DISCHARGE
TO FLUME (BY OTHERS)
PROPERTY LINE (TYP.)
BUILDING SETBACK LINE (TYP.)
PROPOSED 12' HEIGHT
PAINTED CMU BLOCK WALL
PR 167± LF OF 6" SDR-35
PVC PIPE @ S = 2.0% MIN
PR SANITARY CLEANOUT10'35'
WATER MAIN / LATERAL
GAS LINE
ELECTRIC CONDUIT
SANITARY SEWER PIPE
LEGEND
PROPERTY LINE
W. HARTFORD, CT
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
APPLICANT: HOME MARKET FOODS, INC. / 140 MORGAN DRIVE, NORWOOD,
MA 02062 / LHEFFERNAN@CMCDESIGNBUILD.COM / (781) 733-1941
Graphic Scale:
Rev. #:Date Description
KMS
24106501
10/16/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
MONROE, CT NORWOOD, MA
SOLLIENGINEERING.COM
SITE LAYOUT
PLAN 2.11
40 0 40 80
1" = 40'
EEL
AWC
1.EXISTING PROPERTY BOUNDARY INFORMATION TAKEN FROM THE CARLA'S PASTA
"SITE PLAN MODIFICATION" PLAN SET; PREPARED BY DESIGN PROFESSIONALS;
DATED: 06/19/2018.
2.THE SUBJECT PARCEL CONSISTS OF ±19.85 ACRES LOCATED WITHIN THE
INDUSTRIAL DISTRICT (I) IN THE TOWN OF SOUTH WINDSOR, CONNECTICUT.
3.THIS PLAN WAS CREATED WITH LIMITED REGARD TO SITE GRADING AS DETAILED
TOPOGRAPHIC INFORMATION IS UNKNOWN AT THIS TIME.
GENERAL NOTES
ABBREVIATIONS
@
EX
LF
PR
S
SF
TYP
WWTP
AT
EXISTING
LINEAR FEET
PROPOSED
SLOPE
SQUARE FOOT
TYPICAL
WASTEWATER TREATMENT PLANT
UTILITY NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY
CONSTRUCTION PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE
PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE
PROOF OF INSURANCE, AND PROVIDE TRAFFIC CONTROLS NECESSARY FOR THIS
PROJECT.
2.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 OR WORK AT "811" OR
1-800-922-4455 AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM
LOCATIONS.
3.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.
4.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR
PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS,
SIGNS, LIGHTS, FENCES, AND UNIFORMED TRAFFIC CONTROLLERS AS REQUIRED,
ORDERED BY THE ENGINEER OF RECORD OR REQUIRED BY THE STATE AND LOCAL
GOVERNING AUTHORITIES.
5.ALL UTILITY WORK PROPOSED WITHIN THE TOWN'S RIGHT-OF-WAY SHALL
COMPLY WITH TOWN OF BOZRAH DPW, CTDOT, UTILITY PROVIDER, AND
ENGINEERING STANDARDS AND SPECIFICATIONS. PROPOSED UTILITY WORK WILL
REQUIRE LANE CLOSURES. COORDINATION WITH THE ENGINEER OF RECORD WILL
BE NEEDED FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLANS.
6.ALL DISTURBANCE TO TOWN, COUNTY, OR STATE PROPERTY DUE TO
CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTER.
7.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.
8.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
9.ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE WATER SERVICE SHALL
BE IN COMPLIANCE WITH THE NORWICH PUBLIC UTILITIES STANDARDS AND
SPECIFICATIONS.
10.ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE SEPTIC SYSTEM SHALL
BE IN COMPLIANCE WITH THE UNCAS HEALTH DISTRICT STANDARDS AND
SPECIFICATIONS. ADDITIONALLY, PRIOR TO INSTALLATION, THE SEPTIC LAYOUT
SHALL BE REVIEWED AND APPROVED BY UNCAS HEALTH DISTRICT.
11.ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE ELECTRIC SERVICE
SHALL BE IN COMPLIANCE WITH UTILITY PROVIDER STANDARDS AND
SPECIFICATIONS.
12.ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE GAS SERVICE SHALL BE
IN COMPLIANCE WITH UTILITY PROVIDER STANDARDS AND SPECIFICATIONS.
13.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES 72
HOURS PRIOR TO BEGINNING OF EXCAVATION.
14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES
REQUIRED BY UTILITY PROVIDERS.
MINIMUM LOT AREA 30,000 SF 864,508± SF
ZONING COMPLIANCE TABLE
ZONE:INDUSTRIAL (I) DISTRICT
ZONING REQUIREMENT
(I)REQUIREMENT
MINIMUM LOT DEPTH
MINIMUM SIDE YARD BUILDING SETBACK
MINIMUM REAR YARD BUILDING SETBACK
MINIMUM FRONTAGE 100 FT
150 FT
10 FT
25 FT
PROPOSED
CONDITIONS
322 FT
>25 FT
10 FT
359 FT
MAXIMUM IMPERVIOUS LOT COVERAGE 65%<65%
MINIMUM FRONT YARD BUILDING SETBACK 35 FT 35 FT
TALBOT LANEINSTALL SILT SACK
PROTECTION (TYP.)
PROPERTY LINE (TYP.)
INSTALL TEMPORARY
CONSTRUCTION FENCE (TYP.)
REMOVE EXISTING SAINTARY
SEWER PIPE
REMOVE EXISTING SANITARY
SEWER PIPE
DEMOLISH & DISPOSE OF
EXISTING FENCE (TYP.)
DEMOLISH & DISPOSE OF
EXISTING EQUIPMENT AREA (TYP.)
INSTALL SILT FENCE
PROTECTION (TYP.)TALBOT LANEMAINTAIN SILT SACK
PROTECTION (TYP.)
PROPERTY LINE (TYP.)
MAINTAIN TEMPORARY
CONSTRUCTION FENCE (TYP.)
MAINTAIN SILT FENCE
PROTECTION (TYP.)
LEGEND
PROPERTY LINE
BUILDING / STRUCTURE DEMOLITION
STORM / SANITARY SEWER PIPE REMOVAL
TREE PROTECTION
FENCE / ROCK WALL REMOVAL
SILT SACK INLET PROTECTION
CONSTRUCTION FENCE
W. HARTFORD, CT
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
APPLICANT: HOME MARKET FOODS, INC. / 140 MORGAN DRIVE, NORWOOD,
MA 02062 / LHEFFERNAN@CMCDESIGNBUILD.COM / (781) 733-1941
Graphic Scale:
Rev. #:Date Description
KMS
24106501
10/16/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
MONROE, CT NORWOOD, MA
SOLLIENGINEERING.COM
SOIL EROSION
& SEDIMENT
CONTROL PLAN 2.31
50 0 50 100
1" = 50'
EEL
AWC
PHASE I - DEMOLITION & SOIL EROSION & SEDIMENT CONTROL INSTALLATION
SCALE: 1" = 50'
PHASE II - SOIL EROSION & SEDIMENT CONTROL INSTALLATION
SCALE: 1" = 50'
SEDIMENT & EROSION CONTROL 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 SITE WORK TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS AND CONDITIONS OF APPROVALS ISSUED BY THE TOWN
OF SOUTH WINDSOR FOR THIS PROJECT.
3.EXISTING SITE CONDITIONS AND BOUNDARY INFORMATION TAKEN FROM A PLAN TITLED "PROPERTY SURVEY OF 50 TALBOT LANE & 290
NUTMEG ROAD, SOUTH WINDSOR, CONNECTICUT"; SCALE 1"=60'; DATED: 09/30/24; BY "ACCURATE LAND SURVEYING, LLC."
4.PRIOR TO STARTING ANY OTHER WORK ON SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION
CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS
PROJECT. EROSION CONTROLS TO BE INSTALLED AT THE EDGE OF PROPOSED WORK.
5.EROSION CONTROLS TO ACT AS A LIMIT OF WORK LINE TO ENSURE THAT NO EQUIPMENT ENCROACHES ON THE ADJACENT PROPERTIES.
6.EROSION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED FOR THE DURATION OF THE PROJECT TO LIMIT THE MOVEMENT OF
SILTATION AND SEDIMENTS FROM ENTERING EXISTING DRAINAGE SYSTEMS OR FROM LEAVING THE PARCEL. ANY ACCUMULATED SEDIMENTS
ARE TO BE REMOVED FROM THE EROSION CONTROLS AND DISPOSED TO PROPERLY. ADDITIONALLY, ALL EROSION CONTROLS ARE TO BE
INSPECTED AFTER A STORM EVENT AND THE CONTROLS REPLACED OR ARMORED AS NECESSARY AND ACCUMULATED SEDIMENTS REMOVED.
7.ADDITIONAL EROSION CONTROLS ARE TO BE UTILIZED AS NECESSARY AND AS DIRECTED BY THE ENGINEER TO LIMIT SEDIMENTS FROM
DISCHARGING TO ADJACENT PROPERTIES OR INTO EXISTING STORM DRAIN SYSTEMS.
8.CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT EROSION SHALL NOT AFFECT AND OFF-SITE AREAS, WHETHER
SUCH EROSION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.
9.A RESERVE AMOUNT OF EROSION CONTROL MATERIALS ARE TO BE KEPT WITHIN EASY ACCESS ON SITE AT ALL TIMES.
10.CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR MINIMAL TIME BEFORE THEY
ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.
11.TEMPORARY STOCKPILING OF MATERIALS RELATED TO THE CONSTRUCTION ACTIVITIES ARE TO BE PROPERLY STABILIZED, PROTECTED AND
DEMARCATED TO LIMIT MOVEMENT OF MATERIAL INTO STORM DRAIN SYSTEM OR ONTO ADJACENT PARCELS
12.REFUELING AND ANY WORK ASSOCIATED WITH THE MAINTENANCE OF CONSTRUCTION EQUIPMENT TO BE PERFORMED IN COMPLIANCE WITH
APPLICABLE REGULATIONS.
13.THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONDITION AT THE CLOSE OF EACH CONSTRUCTION DAY. EROSION CONTROLS
SHALL BE CHECKED AT THIS TIME AND MAINTAINED OR REINFORCED IF NECESSARY.
14.EROSION CONTROLS SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED WITH PAVEMENT, PLANTINGS, OR WITH
AN ESTABLISHED STAND OF GRASS. EROSION CONTROLS SHALL NOT BE REMOVED UNTIL SITE STABILIZATION IS COMPLETE. CONTRACTOR
SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER
SYSTEMS AS DIRECTED BY THE ENGINEER OF RECORD, TOWN ENGINEER, DPW AND/OR SOUTH WINDSOR LAND USE AGENT.
15.UTILIZE APPROPRIATE DEWATERING SYSTEMS AND TECHNIQUES TO MAINTAIN THE EXCAVATED AREA SUFFICIENTLY DRY FROM
GROUNDWATER AND/OR SURFACE RUNOFF SO AS TO NOT ADVERSELY AFFECT CONSTRUCTION PROCEDURES OR CAUSE EXCESSIVE
DISTURBANCE OF UNDERLYING NATURAL GROUND.
16.WATER FROM TRENCHES AND EXCAVATIONS SHALL NOT BE DISCHARGED DIRECTLY TO STORM DRAIN SYSTEMS. PROPER TREATMENT TO A
SEDIMENTATION AREA IS TO TAKE PLACE PRIOR TO DISCHARGE TO ANY DRAINAGE SYSTEMS.
17.THE CONTRACTOR SHALL REPAIR ANY DAMAGE RESULTING FROM THE FAILURE OF THE DEWATERING OPERATIONS OR FROM FAILURE TO
MAINTAIN ALL THE AREAS OF WORK IN SUITABLE DRY CONDITION.
18.PRECAUTIONS SHALL BE TAKEN TO PROTECT NEW WORK FROM FLOODING DURING STORMS OR FROM OTHER CAUSES. GRADING IN THE AREAS
SURROUNDING ALL EXCAVATIONS SHALL BE PROPERLY SLOPED TO PREVENT WATER FROM RUNNING INTO THE EXCAVATED AREA OR TO
ADJACENT PROPERTIES. WHERE REQUIRED, TEMPORARY DITCHES SHALL BE PROVIDED FOR DRAINAGE. UPON COMPLETION OF THE WORK AND
WHEN DIRECTED, ALL AREAS SHALL BE RESTORED IN A SATISFACTORY MANNER AND AS DIRECTED.
19.ALL PIPELINES OR STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION OR PRIOR TO COMPLETION SHALL BE THOROUGHLY
BRACED OR OTHERWISE PROTECTED.
20.REFER TO SHEET 2.41 FOR DETAILS OF THE PROPOSED SOIL EROSION AND SEDIMENT CONTROL (SEC) MEASURES AND ADDITIONAL
INFORMATION REGARDING CONSTRUCTION SEQUENCE, SEC MEASURE INSTALLATION, AND MAINTENANCE.
DEMOLITION NOTES
1.CONTRACTOR SHALL SECURE ANY PERMITS, PAY ALL FEES AND PERFORM CLEARING AND GRUBBING AND DEBRIS REMOVAL PRIOR TO
COMMENCEMENT OF GRADING OPERATIONS.
2.ALL BUILDINGS, INCLUDING FOUNDATIONS WALLS, FOOTINGS AND BASEMENT SLABS INDICATED ON PLAN ARE TO BE REMOVED FROM THE
SITE.
3.ALL SEDIMENT AND EROSION CONTROLS AS SHOWN ON THE PLAN HEREON SHALL BE INSTALLED BY THE DEMOLITION CONTRACTOR PRIOR
TO START OF DEMOLITION OPERATIONS.
4.REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN
AN APPROVED OFF SITE LANDFILL, BY AN APPROVED HAULER. THE HAULER SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL
REGULATORY REQUIREMENTS.
5.THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY PROVIDER TO CUT AND PLUG ALL SERVICE PIPING
AT THE STREET LINE OR AT THE MAIN, AS REQUIRED BY THE UTILITY PROVIDER, OR AS OTHERWISE NOTED OR SHOWN ON THE DRAWINGS.
ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE
EXTENT OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED. THE CONTRACTOR SHALL PAY ALL UTILITY PROVIDER FEES FOR
ABANDONMENT AND REMOVALS.
6.THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS AND PROPERTY CORNERS DURING DEMOLITION ACTIVITIES. ANY
CONTRACTOR DISTURBED PINS, MONUMENTS, AND OR PROPERTY CORNERS, ETC. SHALL BE RESET BY A LICENSED LAND SURVEYOR AT THE
EXPENSE OF THE CONTRACTOR.
7.THE DEMOLITION CONTRACTOR SHALL STABILIZE THE SITE AND KEEP EROSION CONTROL MEASURES IN PLACE UNTIL THE COMPLETION OF
HIS WORK OR UNTIL THE COMMENCEMENT OF WORK BY THE SITE CONTRACTOR, WHICHEVER OCCURS FIRST, AS REQUIRED OR DEEMED
NECESSARY BY THE ENGINEER OF RECORD. THE SITE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE MAINTENANCE OF EXISTING
EROSION AND SEDIMENTATION CONTROLS AND FOR INSTALLATION OF ANY NEW EROSION AND SEDIMENT CONTROLS AS SHOWN HEREON.
8.THE CONTRACTOR SHALL ADHERE TO ALL OSHA, FEDERAL, STATE AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS,
ETC. IN PROXIMITY OF OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES CONTACT THE
POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY PROVIDER FEES SHALL BE PAID BY THE CONTRACTOR.
9.PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS BEFORE THE
COMMENCEMENT OF WORK AT "811" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS. 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.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY AND SECURITY OF THE SITE DURING ALL PHASES OF CONSTRUCTION. THE
ARCHITECT AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE
ARCHITECT AND ENGINEER OF RECORD HAVE 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.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.
12.NO WORK ON THIS SITE SHALL BE INITIATED BY THE CONTRACTOR UNTIL A PRE-CONSTRUCTION MEETING WITH OWNER AND THE ENGINEER
OF RECORD IS PERFORMED. THE CONTRACTOR SHALL HAVE MARK OUTS OF EXISTING UTILITIES COMPLETED PRIOR TO MEETING.
13.CONTRACTOR SHALL BACKFILL ALL AREAS WHERE BUILDING SLABS AND FOUNDATIONS HAVE BEEN REMOVED. THE BACKFILL SHALL BE
FILLED UP TO THE LIMITS OF THE PAVEMENT SUBGRADE.
SEDIMENT & EROSION CONTROL NARRATIVE
THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT
THE EXISTING ROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT
PROPERTIES, AND ANY ADJACENT WETLAND AREA AND WATER COURSE FROM
SEDIMENT LADEN SURFACE RUNOFF AND EROSION.
CONSTRUCTION SCHEDULE
THE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS FALL 2024 WITH
COMPLETION ANTICIPATED BY SPRING 2025. APPROPRIATE EROSION CONTROL
MEASURES AS DESCRIBED HEREIN, SHALL BE INSTALLED BY THE CONTRACTOR
PRIOR TO THE COMMENCEMENT OF ALL SITE CLEARING OR CONSTRUCTION
ACTIVITY. SCHEDULE WORK TO MINIMIZE THE LENGTH OF TIME THAT BARE
SOIL WILL BE EXPOSED.
CONTINGENCY EROSION PLAN
THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION CONTROL
MEASURES AND WILL BE REQUIRED TO MAINTAIN THEM IN THEIR INTENDED
FUNCTIONING CONDITION. THE LAND USE AGENTS OF THE TOWN OF SOUTH
WINDSOR AND PROJECT ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE
SUPPLEMENTAL MAINTENANCE OR ADDITIONAL MEASURES IF FIELD
CONDITIONS ARE ENCOUNTERED BEYOND WHAT WOULD NORMALLY BE
ANTICIPATED.
OPERATION REQUIREMENTS
CLEARING, GRUBBING & DEMOLITION OPERATIONS:
1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES WILL BE
INSTALLED PRIOR TO THE START OF CLEARING, GRUBBING AND
DEMOLITION OPERATIONS.
2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND EROSION
CONTROL MEASURES, THE CONTRACTOR SHALL NOT PROCEED WITH
GRADING, FILLING, OR OTHER CONSTRUCTION OPERATIONS UNTIL THE
ENGINEER OF RECORD HAS INSPECTED AND APPROVED ALL
INSTALLATIONS.
3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CLEARING,
GRUBBING, AND DEMOLITION OPERATIONS SO AS NOT TO DISTURB
SEDIMENTATION AND EROSION CONTROL DEVICES AS WELL AS EXISTING
LANDSCAPED AREAS.
4.FOLLOWING THE COMPLETION OF CLEARING, GRUBBING, AND DEMOLITION
OPERATIONS, ALL AREAS SHALL BE STABILIZED WITH TOPSOIL AND
SEEDING, PROCESSED AGGREGATE STONE, OR DISPERSED HAY AS SOON AS
PRACTICAL.
ROUGH GRADING OPERATIONS:
1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED ON
THE GRADING PLAN, TOPSOIL SHALL BE STRIPPED AND APPROPRIATELY
STOCKPILED FOR REUSE.
2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND
ENCLOSED BY A SILTATION FENCE OR STRAW WATTLE BARRIER.
FILLING OPERATIONS:
1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL DEVICES
SHALL BE PROPERLY IMPLEMENTED, MAINTAINED AND FULLY INSTALLED,
AS DIRECTED BY THE ENGINEER OF RECORD, MUNICIPAL LAND USE AGENT
AND AS SHOWN ON THIS PLAN.
2. ALL FILL MATERIAL ADJACENT TO ANY WETLAND AREAS, IF APPLICABLE
TO THIS PROJECT, SHALL BE GOOD QUALITY, WITH LESS THAN 5% FINES
PASSING THROUGH A #200 SIEVE (BANK RUN), AND SHALL BE PLACED IN
LIFT THICKNESS NOT GREATER THAN THAT SPECIFIED IN PROJECT
SPECIFICATIONS. LIFTS SHALL BE COMPACTED TO 95% MAX. DRY DENSITY
MODIFIED PROCTOR OR AS SPECIFIED IN THE CONTRACT SPECIFICATIONS
OR IN THE GEOTECHNICAL REPORT.
3. AS GENERAL GRADING OPERATIONS PROGRESS, ANY TEMPORARY
DIVERSION DITCHES SHALL BE RAISED OR LOWERED, AS NECESSARY, TO
DIVERT SURFACE RUNOFF TO THE SEDIMENT TRAPS AND BASIN (IF
APPLICABLE).
PLACEMENT OF DRAINAGE STRUCTURES, UTILITIES, AND ROADWAY
CONSTRUCTION OPERATIONS:
1. SILT FENCES AND STRAW WATTLE SHALL BE INSTALLED AT THE
DOWNHILL SIDES OF TEMPORARY TRAPS, MUD PUMP DISCHARGES, AND
UTILITY TRENCH MATERIAL STOCKPILES. HAY BALES MAY BE USED IF
SHOWN ON THE EROSION CONTROL PLANS OR IF DIRECTED BY THE
ENGINEER OF RECORD.
FINAL GRADING AND PAVING OPERATIONS:
1. ALL INLET AND OUTLET PROTECTION SHALL BE PLACED AND MAINTAINED
AS SHOWN ON EROSION CONTROL PLANS AND DETAILS, AND AS DESCRIBED
IN SPECIFICATIONS AND AS DESCRIBED HEREIN.
2. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY
ROCK FACED EMBANKMENTS OR EROSION CONTROL BLANKETS, JUTE
MESH AND VEGETATION. ALL SLOPES SHALL BE SEEDED, AND ANY ROAD
OR DRIVEWAY SHOULDER AND BANKS SHALL BE STABILIZED
IMMEDIATELY UPON COMPLETION OF FINAL GRADING UNTIL TURF IS
ESTABLISHED.
3. PAVEMENT SUB-BASE AND BASE COURSES SHALL BE INSTALLED OVER
AREAS TO BE PAVED AS SOON AS FINAL SUB-GRADES ARE ESTABLISHED
AND UNDERGROUND UTILITIES AND STORM DRAINAGE SYSTEMS HAVE
BEEN INSTALLED.
4. AFTER CONSTRUCTION OF PAVEMENT, TOPSOIL, FINAL SEEDING, MULCH
AND LANDSCAPING, REMOVE ALL TEMPORARY EROSION CONTROL
DEVICES ONLY AFTER ALL AREAS HAVE BEEN PAVED AND/OR GRASS HAS
BEEN WELL ESTABLISHED AND THE SITE HAS BEEN INSPECTED AND
APPROVED BY THE ENGINEER OF RECORD.
INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES
I. SILT SACK INLET PROTECTION:
A. REMOVE CATCH BASIN GRATE AND PROPERLY PLACE THE SILT
SACK INTO THE FRAME OF THE CATCH BASIN.
B. PLACE GRATE BACK ONTO FRAME AND ENSURE NO PORTIONS OF
THE SILT SACK HAVE SAGGED INTO THE CATCH BASIN.
C. ONCE GRATE IS PLACED BACK ONTO FRAME OBSERVE TO SEE IF
SILT SACK IS INSTALLED IN A MANNER THAT WILL ALLOW
FOR SEDIMENT TO BE FILTERED OUT DURING STORM EVENTS.
II. STRAW WATTLE:
A. STRAW WATTLE BARRIERS TO BE PLACED IN ACCORDANCE WITH
SHEET 2.31. ALL DAMAGED BARRIERS AND POSTS SHALL BE
REPLACED AND PROPERLY REPOSITIONED AS NECESSARY.
B. STRAW WATTLE BARRIERS TO BE SECURED BY EITHER SAND BAG
(IMPERVIOUS AREAS) OR BY WOOD STAKE HAMMERED INTO
GROUND (PERVIOUS AREAS).
C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE
BARRIER WHEN THEY EXCEED 3-4 INCHES IN HEIGHT.
III. CONSTRUCTION ENTRANCE:
A. REMOVE ALL VEGETATION AND OTHER MATERIALS FROM THE
FOUNDATION AREA. GRADE AND CROWN FOUNDATION FOR
POSITIVE DRAINAGE.
B. PLACE 1-3" STONE A MINIMUM OF 100 FEET ALONG THE FULL
WIDTH OF THE CONSTRUCTION ACCESS ROAD. AGGREGATE
SHOULD BE PLACED AT LEAST 6" THICK.
C. GEOTEXTILE FILTER FABRIC SHALL BE PLACED BETWEEN STONE
FILL AND EARTH SURFACE TO REDUCE THE MIGRATION OF
SOIL PARTICLES FROM THE UNDERLYING SOIL INTO THE STONE
AND VICE VERSA.
D. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED
TOWARD THE CONSTRUCTION ENTRANCE SHALL BE PIPED
BENEATH THE ENTRANCE.
E. FILTER FABRIC FENCE SHALL BE INSTALLED DOWN GRADIENT
FROM THE CONSTRUCTION ENTRANCE IN ORDER TO
CONTAIN ANY SEDIMENT-LADEN RUNOFF FROM THE ENTRANCE.
IV. SILTATION FENCE:
A.DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE DESIGNATED
FENCE LINE LOCATION.
B.POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL
SIDE), AND HAMMER THE POST AT LEAST 1.5 FEET INTO THE
GROUND.
C.LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH
TO PREVENT UNDERMINING BY STORM WATER RUN-OFF.
D. BACKFILL THE TRENCH AND COMPACT.
OPERATION AND MAINTENANCE OF SEDIMENTATION AND EROSION CONTROL
MEASURES
I. SILT SACK INLET PROTECTION:
A. ALL SILT SACK INLET PROTECTION DEVICES SHALL BE
INSPECTED AT A MINIMUM WEEKLY OR AFTER EACH
RAINFALL. ALL DETERIORATE SILT SACKS AND SACKS THAT
APPEAR TO HAVE AN EXCESS OF SEDIMENT SHALL BE REPLACED
AND PROPERLY REPOSITIONED IN ACCORDANCE WITH THIS
PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM THE SILT SACKS
WHEN THEY EXCEED A COUPLE INCHES OF SEDIMENT WITHIN
THE CATCH BASIN.
II. STRAW WATTLE:
A. ALL STRAW WATTLE BARRIERSS SHALL BE INSPECTED AS A
MINIMUM WEEKLY OR AFTER EACH RAINFALL. ALL
DETERIORATED FABRIC AND DAMAGED POSTS SHALL BE
REPLACED AND PROPERLY REPOSITIONED IN ACCORDANCE
WITH THIS PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE
BARRIERS WHEN THEY EXCEED A HEIGHT OF 4 INCHES.
III. CONSTRUCTION ENTRANCE:
A. THE CONSTRUCTION ENTRANCE AND FENCE SHALL BE
INSPECTED AT A MINIMUM WEEKLY AND AFTER HEAVY
RAINS OR HEAVY USE.
B. REMOVE MUD AND HEAVY SEDIMENT TRACKED OR WASHED
ONTO PUBLIC ROAD IMMEDIATELY.
C. THE GRAVEL PAD SHALL BE TOPDRESSED WITH NEW STONE
WHEN MUD AND SOIL PARTICLES CLOG THE VOIDS IN THE
GRAVEL.
D. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF
CONTROL.
E. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
IV. SILTATION FENCE:
A.ALL SILTATION FENCES SHALL BE INSPECTED AT A MINIMUM
WEEKLY OR AFTER EACH RAINFALL. ALL DETERIORATED FABRIC
AND DAMAGED POSTS SHALL BE REPLACED AND PROPERLY
REPOSITIONED IN ACCORDANCE WITH THIS PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE
FENCE WHEN THEY EXCEED A HEIGHT OF ONE FOOT.
EROSION AND SEDIMENT CONTROL PLAN
1. HAY BALE FILTERS OR SILTATION FENCE WILL BE INSTALLED AT ALL
CULVERT OUTLETS IF CULVERT OUTLETS ARE APPLICABLE TO THIS PROJECT
AND ALONG THE TOE OF ALL CRITICAL CUT AND FILL SLOPES.
2. CULVERT DISCHARGE AREAS WILL BE PROTECTED WITH RIP RAP CHANNELS;
ENERGY DISSIPATERS WILL BE INSTALLED AS SHOWN ON THESE PLANS AND
AS NECESSARY.
3. CATCH BASINS WILL BE PROTECTED WITH HAY BALE FILTERS, SILT SACKS,
SILTATION FENCE, OR OTHER INLET PROTECTION DEVICES PER DETAILS,
THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED
AREAS ARE THOROUGHLY STABILIZED.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE
CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL
MANUAL, LATEST EDITION.
5. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO
CONSTRUCTION WHENEVER POSSIBLE.
6. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE CONDITION
THROUGHOUT THE CONSTRUCTION PERIOD.
7. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE
CONSTRUCTION PERIOD, IF NECESSARY OR REQUIRED OR AS DIRECTED BY
THE ENGINEER OF RECORD OF RECORD OR BY LOCAL GOVERNING OFFICIALS.
8. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE
DISPOSED IN A MANNER WHICH IS CONSISTENT WITH THE INTENT AND
REQUIREMENTS OF THE EROSION CONTROL PLANS, NOTES, AND DETAILS.
9. THE OWNER IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS
EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES
THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES,
INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE
REQUIREMENTS AND OBJECTIVES OF THE PLAN.
SOIL EROSION & SEDIMENT CONTROL NOTES
1" REBAR FOR BAG
REMOVAL FROM INLET
EXPANSION
RESTRAINT 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'
NOTES:
1. ALL EXISTING EXCAVATED MATERIAL THAT IS
NOT TO BE REUSED IN THE WORK IS TO BE
IMMEDIATELY REMOVED FROM THE SITE AND
PROPERLY DISPOSED OF.
2. SOIL/AGGREGATE STOCKPILE SITES TO BE WHERE
SHOWN ON THE DRAWINGS OR WHERE APPROVED
BY ENGINEER OF RECORD OF RECORD.
3. RESTORE STOCKPILE SITES TO PRE-EXISTING
PROJECT CONDITION AND RESEED AS REQUIRED.
4. STOCKPILE HEIGHTS MUST NOT EXCEED 35'.
STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.
SOIL/AGGREGATE STOCKPILE OF
EXISTING SITE MATERIAL TO BE
REUSED AND/OR NEW MATERIAL
TO BE INSTALLED IN THE WORK
DIRECTION OF RUN-OFF
FLOW (TYP.)
MATERIALS STOCKPILE DETAIL
SCALE: NTS
STRAW WATTLE BARRIER
TEMPORARY CONSTRUCTION FENCE DETAIL
SCALE: NTS
NOTES:
1.FENCING PANELS COMPLY WITH ASTM - A392-06 STANDARDS.
2.GALVANIZED STEEL, CORROSION-RESISTANT ZINC COATING.
3.36" BASE STANDS FOR STABILITY, NO DIGGING OR POST SETTING REQUIRED. SAND BAGS TO BE USED
FOR ADDED STABILITY.
4.TYPICAL FENCE WIDTH: 12', TYPICAL FENCE HEIGHT: 4', 6' & 8'.
5.SCREENING MADE OF RESILIENT HDPE POLYEHTYLENE, WITH 88% BLOCKAGE.
6.REINFORCED SCREENING WITH HEMMED EDGES AND STEEL GROMMETS.
7.SCREEN HEIGHT: 5'-8" FOR 6' FENCE OR 7'-8" FOR 8' FENCE.
8.SCREEN COLORS: GREEN, TAN, BLUE OR RED.
12' (TYP.)4', 6', OR 8' (TYP.)TEMPORARY CHAIN
LINK FENCE PANEL
36" FENCE BASE
STAND (TYP.)
STEEL FASTENERS
(TYP.)
NTS
AWC
DP
2.41
SOIL EROSION
AND SEDIMENT
CONTROL NOTES
& DETAILS
W. HARTFORD, CT
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
APPLICANT: HOME MARKET FOODS, INC. / 140 MORGAN DRIVE, NORWOOD,
MA 02062 / LHEFFERNAN@CMCDESIGNBUILD.COM / (781) 733-1941
Graphic Scale:
Rev. #:Date Description
KMS
24106501
10/16/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
MONROE, CT NORWOOD, MA
SOLLIENGINEERING.COM
WHEREVER SILT FENCE RUNS ACROSS OR
PERPENDICULAR TO SURFACE CONTOURS,
10-FOOT LONG WINGS OF SILT FENCE
PLACED PERPENDICULAR TO THE MAIN
RUN OF SILT FENCE SHOULD BE PROVIDED
AT APPROXIMATE INTERVALS OF 50-FEET.
SILT FENCE PROTECTION DETAIL
SCALE: NTS
3. BACKFILL THE TRENCH
AND COMPACT THE
EXCAVATED SOIL.
2. ATTACH FILTER FABRIC
TO THE POSTS AND EXTEND
IT TO THE TRENCH.
SILT FENCE
1. SET POSTS AND
EXCAVATE A 6"x6" TRENCH,
SET POST DOWNSLOPE.
WOOD
POSTS
ANGLE 10° UPSLOPE FOR
STABILITY AND SELF
CLEANING
COMPACTED
BACKFILL
BOTTOM OF DRAINAGE WAY
ELEVATION
POINTS "A" SHOULD BE
HIGHER THAN POINT "B"
PLAN VIEW
100°
12" MIN.
DEPTH
A
B AFLOW
W. HARTFORD, CT
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
APPLICANT: HOME MARKET FOODS, INC. / 140 MORGAN DRIVE, NORWOOD,
MA 02062 / LHEFFERNAN@CMCDESIGNBUILD.COM / (781) 733-1941
Graphic Scale:
Rev. #:Date Description
KMS
24106501
10/16/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
MONROE, CT NORWOOD, MA
SOLLIENGINEERING.COM
DP
AWC
NTS
3.01CONSTRUCTION
DETAILS
PLASTIC SLEEVE OVER 6" SCHEDULE
40 POST - GROUT SOLID
NOTE
SECURE PLASTIC SLEEVE
TO STEEL POST
CONCRETE WASH
PAVING, SEE PLAN
AGGREGATE BASE4'-0"1"4'-0"3"1'-0" DIA. CONCRETE FOOTING
CONCRETE BOLLARD DETAIL
SCALE: NTS
ELECTRICAL, TELEPHONE AND
GAS TRENCH
SCALE: NTS
SPECIAL FOUNDATION, IF ORDERED BY ENGINEER
3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH
DETERMINED BY GEOTECHNICAL ENGINEER IN
PEAT AND UNSUITABLE SOIL AREAS
7" SAND BED FROM
MAIN TO METER PIT
(GAS LINE ONLY) 1'-0"
MIN IN ROCK.
12" SAND COVER
OVER PIPE
METAL STRIPS BURIED 12"
ABOVE P.E. PIPE EVERY 5' & AT
BENDS (GAS LINES ONLY)
MARKING TAPE BURIED OVER
ELECTRIC AND TELEPHONE
CONDUITS
TRENCH WIDTH: 1'-6" (GAS) 1'-0"
ELECT., TELE. AND CATV. 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'-6" (FOR GAS)3'-0" (FOR ELECT.)2'-0" (FOR TEL. & CATV)4" TOPSOIL
IN EARTH IN PAVEMENT
SEE DETAIL FOR PAVEMENT
SECTION
GRAVEL OR CRUSHED STONE BED
RESTORE TO ORIGINAL CONDITION
TOP SOIL (6"MIN)
GENERAL BACKFILL
THOROUGHLY
COMPACTED
TOP OF PIPE
4"
4"
4"-5"
12"
6"
4"4"
IN ROCK IN EARTHHORIZONTAL LIMIT OF PAYMENT
LINE IN ROCK 6" BELOW PIPE
NO ROCK SHALL BE CLOSER
THAN 4" FROM OUTSIDE OF PIPE
SELECT MATERIAL
THOROUGHLY COMPACTED
VERTICAL LIMIT OF PAYMENT LINE
IN ROCK SEE SECTION (T) ITEM 3.7
GRAVEL OR PROCESSES AGGREGATE
PAVEMENT PER TOWN
REQUIREMENTS
IN PAVEMENT IN GRASS AREAS
TYPICAL WATER TRENCH DETAIL
SCALE: NTS DETAIL PROVIDED BY AQUARION WATER COMPANY
PERMANENT PAVEMENT
PATCHING DETAIL
SCALE: NTS
TYPICAL SANITARY SEWER
TRENCH SECTION
SCALE: NTS
TYPICAL CLEANOUT
SCALE: NTS
Image 1 – Talbot Lane looking SW
Image 2 – Talbot Lane looking SW
Image 3 – Talbot Lane looking W
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 1 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
www.fulton.com
Date: 9/26/2024
Attention: Tahmas Ghani
Company: Home Market Foods
Project: (3) FT-0600C Heater package for Connecticut
Application: Food Processing
Quote #:
2024FTC-10471
Quoted By: Bob Fennelly | bob.fennelly@fulton.com | 315-298-7170
Dear Tahmas,
Thank you for your interest in Fulton Thermal
Corporation. Please find our formal proposal for an
engineered thermal fluid heating system following
this letter. At Fulton we strive to provide industry
leading factory and field support for all of our
products. Our goal is to design and engineer a
process heating system that meets and exceeds
your specific needs.
Please review this quotation at your earliest
convenience. Should you have any questions
regarding our offering, do not hesitate to contact me
at any time either by phone or e-mail. We look
forward to hearing from you, and for the
opportunity to discuss the Fulton advantage.
Best regards,
Bob Fennelly
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 2 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
www.fulton.com
( 3) Fulton Model FT- 0600 C Fuel-Fired Coil
Design Thermal Fluid Heater:
• Natural gas, modulated burner
• Fuel train built to CSD-1 standards
• 6,000,000BTU/Hr. net output
• Standard linkageless controls – Siemens LMV
• 460/60/3 motor voltage - TEFC
• 120/60 control voltage through an incorporated
step down transformer
• NEMA 1 UL listed and labeled control panel
• Required safety devices for a maximum operating
temperature of 650°F
• Low NOx burner capable of 15PPM NOx, 50PPM CO
corrected to 3% O2
• Heater is rated for an ambient temperature of 32°F-
100°F
• The heater shall have a flow rate of 480 GPM using
incorporated bypass
..... $ 199,431.00 EA…. Total for (3) $ 598,293.00
Key C-Model Features:
Industry leading efficiencies!
Utilizing the following:
Vertical 4-pass
design
Preheated
combustion air
Linkageless controls
All heaters are manufactured
to the ASME Code, Section
VIII Div.1, inspected and
certified. Please verify that
you comply with all local
codes when selecting heaters.
Full factory test fire, to
eliminate our competitor’s
lengthy start up time.
Manufactured in Pulaski, NY -
USA since 1974
Five (5) year warranty of the
coil pressure vessel. Please
refer to FT-C Standard
Warranty statement for
further information.
Heaters are built with no
refractory bricks & minimal
refractory cement to prevent
overheating of thermal fluid
inside the heater should a
pump or power failure.
Coil designed for a high
velocity turbulent flow to
maximize the life of your
thermal fluid by minimizing
the film temperature.
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 3 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
• NFPA 85 Fuel Train …………………………………………………. $ 7,656.00 per heater … Total for (3) heaters $ 22,968.00
• NFPA 87 Heater ……………………………………..………………. $ 1,853.00 per heater … Total for (3) heaters $ 5,559.00
• Indicating Stack Temperature Limit ........................... $ 1,347.00 per heater … Total for (3) heaters $ 4,043.00
• NEMA 4 Panel Box, Controls, & Wiring ...................... $ 13,174.00 per heater … Total for (3) heaters $ 39,522.00
• Panel Box Air Conditioner ……………………..………… $7,805.00 per heater … Total for (3) heaters $ 23,415.00
• Panel Box Heater ………………………………………..…… $1,966.00 per heater … Total for (3) heaters $ 5,898.00
(3)Dean RA3000 or SPX Flow Combitherm plus Centrifugal Pumps, Pumps to be selected by
Fulton engineering to best meet your system design and delivery
requirements:
• Air cooled seal, designed for 650°F maximum operating temperature
• 480 GPM at 70 PSI
• 50 HP RPMTEFC motor final motor hp to be determined at engineering
phase Complete with motor starter
• 460/60/3 voltage
............................................................... $ 18,967.00 EA. Total for (3) $56,901.00
(1) Fulton Model No. FT- 5000-L Combination Deaerator/Expansion/Cold-Seal Thermal Buffer Tank, (non-
code) to include:
• Low liquid level switch
• 1310 gallon total tank capacity
• 1168 gallons available for expansion
• 4600 gallons maximum total system fluid content
Please verify capacity based on expansion rate at operating temperature.
……………………………………….................................................................................. $ 48,429.00 EA.
• DA Tank built to ASME Code ...................................................................................... $ 16,583.00
• Protects thermal fluid
from oxidizing
• Continuous deaeration
of steam and other non-
condensable
• Simplify piping for the
ease of installation!
Key Tank Features:
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 4 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
Above Equipment Fully Skid Mounted, Piped, and Wired,
• Pump skid mounted piping featuring :
o Suction Isolation gate valve for easy maintenance
o Braided flex hose for vibration isolation on suction and discharge
o Y-Strainer with 60 mesh to
protect pump
o Pressure Gauge(-30 inHg to 60 psig)
o Discharge isolation/throttling
globe valve for servicing pump
o Low point ¾” NPT
drain/fill connection
• ¾” NPT drains with shutoff valve(s) as required
• Heater inlet and outlet isolation gate valves
• Framework for mounting inlet to
Combination Deaerator/Expansion/Cold-
Seal Thermal Buffer tank at a maximum of
10 feet from the heater's floor level.*
• Single point power with interconnecting wiring between pump and heater
• Interconnecting hot oil piping
• Structural steel skids for all components with ¼” deck plate to prevent trip hazard
• Connections pump suction and supply for future pump to be blind flanged
.............................................................................................................................. $ 122,376.00
*Note: Inlet connection may be lower for smaller heaters. Reference PDS for approximate dimension.
Heater outlet connections will not be manifolded together.
(1) Samson pneumatic system by-pass valves with I/P positioner (skid mounted)
• Isolation valves
• Inlet and outlet pressure gauges
• Pressure transducer
• Digital pressure controller mounted in a NEMA 1 panel
.............................................................................................................................. $ 69,105.00
• 200 Gallon Catch Tank (shipped loose) .................................................................. $ 7,290.00
• Nitrogen Blanket Kit (for code tanks, outdoor installations, etc.)(shipped loose)
Including a loose safety relief valve (50 psi), a loose spool piece with a 2” bubble tight ball valve, and a
loose, assembled N2 kit: 2-way nitrogen regulator, 2-way nitrogen back pressure regulator, check valve,
and pressure gauge ....................................................................................................... $ 9,346.00
• Dean RA3000 loose pump end only (impeller trimmed for 480gpm at 70psi) .………. $ 8,647.00
100% turnkey packages are now offered by Fulton!
Turnkey systems include the following:
•Fulton skid mounted thermal fluid heater.
•Fulton coordinated installation of your new
Fulton thermal fluid heater, and skid
mounted system.
.
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 5 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
• Heater to have an Allen-Bradley PLC; CompactLogix PLC (without HMI) :
The Allen Bradley PLC for Status and Alarm output over ethernet.
The Following is a list of the PLC monitored points:
• DA Tank Liquid Level Switch Status/Alarm
• Thermal Pump On Status
• E-Stop Switch Status/Alarm
• Switch SS1 Off/Pump/Heat " Pump Position" Status
• High Stack Temperature Shutdown Status/Alarm
• Inlet High Pressure Switch Status/Alarm
• Outlet High Pressure Switch Status/Alarm
• Pump Start Button Pressed Status
• Switch SS1 Off/Pump/Heat "Heat Position" Status
• Differential Pressure Switch Status/Alarm
• Inlet Low Pressure Switch Status/Alarm
• Stack Temperature Scaled 0-1400F Status
• Outlet Temperature Scaled 0-650F Status
• System Outlet Pressure Scaled 0-100psi Status
• Local Alarm Horn (If ordered)
• Local Alarm Silence Button (If ordered)
• Loal PLC is in Alarm Light Status
• Local PLC Reset Button
• Heater Outlet Mix Point Temperature
ModBus Points from the Siemens LMV to the PLC:
• Low Gas Pressure Switch Status/Alarm
• High Gas Pressure Switch Status/Alarm
• Main Valve Proof of Closure Status/Alarm
• High Thermal Fluid Outlet Temperature Status/Alarm
• Combustion Air Switch Status/Alarm
• Ignition On Status
• Pilot Gas Valves On Status
• Main Gas Valves On Status
• Heater Firing Rate Scaled 0-100% Status
• Siemens General Alarm State covers all Siemens Alarms including the ones listed above.
Status/Alarm
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 6 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
www.fulton.com
Remote Signals to Fulton PLC over ethernet
• Thermal Fluid Pump Enable/Disable
• Thermal Fluid Pump Start
• Heater Enable/Disable
• Remote Heater Setpoint
• Remote Firing Rate
…………………………………....................... $ 15,594.00 per heater … total for (3) heaters $ 46,782.00
TOTAL FOR EQUIPMENT ………….............................................................................. $ 1,085,157.00 NET
All prices quoted are your NET price, F.O.B. Pulaski, NY.
Shipping costs are not included in the above total. Please contact customer service for a freight quote.
For customer arranged freight, please note all equipment must be removed from Fulton’s docks within
5 business days of the ship date. Equipment that has not been removed within this time frame is subject
to additional storage fees.
THIS QUOTE IS VALID FOR 30 DAYS
Standard Payment Terms+
• 30% Upon Receipt of PO*
• 30% Upon Submission of Drawings, Net 30
• 40% Upon Shipment, Net 30
Pricing is firm for an acceptable purchase order received within 30 days of quotation date and shipment within
six (6) months of quotation date. For a purchase order received after 30 days of quotation date or shipment six
(6) months after quotation date, we must requote with prices in effect at that time.
*Please include a payment of 30% with the purchase order. Equipment will not be scheduled with a firm
ship date until the down payment has been received.
Specification Notes:
No specification was provided, all materials and components to be per Fulton standards. Fulton
reserves the right to review and issue a new proposal in the event a specification becomes available.
THANK YOU!
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 7 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
www.fulton.com www.fulton.com
Project Notes:
Engineering services provided with this
equipment, if ordered/applicable, include:
• Piping diagram and top
layout/mechanical arrangement
drawing
• Electrical schematic
• Fuel train drawing
• End assembly prints
• Applicable sub-assembly/kit drawing
• If additional End Assembly Prints for
any equipment not skid mounted.
Please reference Sales Policy Bulletin 2012-
002SP “Quotation & Sales Order Procedures”
for more detailed submittal information.
A secure link to access instruction manuals will
be provided after shipment for standard
equipment packages.
If additional documents or customized products
are required additional drafting and engineering
charges will apply at $ 100.00 net/hr and
$150.00 net/hr respectively. Please contact the
Fulton Engineering group for additional
information.
Unless otherwise noted, piping components
and fabrication will be to Fulton standards. If
piping codes such as B31.1, B31.3, B31.9, or
other custom specifications apply, please
contact the factory for pricing and availability.
Unless otherwise noted, equipment is suitable
for installations with ambient temperatures
ranging from 32°F-110°F.
Please contact Fulton’s Customer Service
Department to determine the current lead-time
for the above equipment. The actual delivery
date will be determined at the time of order
based on the current production schedule.
Changes made to an order after approval may
be subject to additional engineer costs and/or
effect the ship date of the equipment.
If approval is required, delivery will be
determined after written release to fabricate.
Quoted delivery of the equipment is from date
Fulton receives approved drawings signed by
the customer. Approval drawings are typically
available 2 to 4 weeks after receipt of an
approved order.
The sales order may contain a line item for
accrued engineering costs that may be charged
in the event the order is cancelled. This fee
would be in addition to any charges related to
equipment already released for purchase or
fabrication.
A sales order is considered approved once the
customer has provided written approval of
Fulton’s order acknowledgement, which
includes scope of supply and pricing.
Engineering services such as installation/start-
up support, system integration, troubleshooting
and field modifications, etc. are available.
Additional charges may apply. Please contact
the Fulton Engineering Department for
information.
Start-up and Installation:
Start-up service by a factory technician is
required. Start-up of the heater by anyone
other than a Fulton Service Solutions Service
Technician will void the warranty on the
equipment supplied. Please contact Fulton
Service Solutions for pricing. Prior notice is
required for factory technician. Start-up is not
included herein. When scheduling factory start-
up, ask about our VIP maintenance club and
find out the peace of mind our technicians can
provide.
The system or heater may be partially
disassembled for shipping. Assembly required
on site by others is at the customer's expense.
Please reference Product Bulletin 2013-005PB
for clarification of the responsibility of the
installer for multiple-skid engineered systems
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 8 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
and all jobs with single-point electrical
wiring.
Structural support of system components may
be required and is the responsibility of others.
Fulton equipment is not designed to function as
structural support for field piping, etc.
Warranty:
Fulton Thermal Corporation will repair or
replace F.O.B. any part of this equipment, of our
manufacture, which, within one year of the
date of shipment from the factory, is found to
be defective in workmanship or material;
provided this equipment is operated and
maintained by the buyer in accordance with
approved practices, and on the provision that
the buyer gives proper notification in writing as
soon as defect becomes apparent.
In addition, Fulton FT-C model heaters come
with a five (5) year warranty on the heater coil
(pressure vessel) as detailed in the FT-C
warranty statement.
The thermal fluid system piping and valves are
painted at the factory to protect them from
corrosion prior to installation and operation.
These system components are subject to
extreme temperatures and should be
insulated for safety and to maximize system
efficiency. These painted surfaces are not
covered under warranty.
Please contact Fulton for the complete
warranty statement.
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 9 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
www.fulton.com
Carbon Steel Thermal Fluid Pipe Specification -20F to +650F, 100 psig
Pipe 1/2” and
under
Carbon steel pipe, sch. 80 SA106B.
>1/2” Carbon steel pipe, sch. 40, SA106B.
Fittings 2” and under 3000# socket weld forged steel SA105 or butt weld connections
≥2 1/2” Carbon steel butt weld SA234 WPB sch. 40.
Flanges ≤ 3” 300# raised face slip on or weld neck including blind flange ASTM
A105/ANSI B16.5.
≥ 4” 150# raised face slip on or weld neck including blind flange ASTM
A105/ANSI B16.5.
Gaskets ≤ 3” 300# Corrugated Metal Core, Graphite Covered, Elastagraph or
equal.
≥ 4” 150#, Corrugated Metal Core, Graphite Covered, Elastagraph or
equal.
Gate Valves ≤ 2” Class 800 forged carbon steel ASTM A 105 socket weld; Newco,
RP&C, Vogt or equal.
2 ½” - 3” Class 300 RF flanged cast carbon steel ASTM A216 Gr. WCB ASME
B16.34; Velan, Stockham or equal.
≥ 4” Class 150 RF flanged cast carbon steel ASTM A216 Gr. WCB ASME
B16.34; Velan, Stockham or equal.
Globe Valves ≤ 2” Class 800 forged carbon steel ASTM A 105 socket weld; Newco,
RP&C, Vogt or equal.
2 ½” - 3” Class 300 RF flanged cast carbon steel ASTM A216 Gr. WCB ASME
B16.34; Velan, Stockham or equal.
≥ 4” Class 150 RF flanged cast carbon steel ASTM A216 Gr. WCB ASME
B16.34; Velan, Stockham or equal.
Check Valves ≤ 2” Class 800 forged carbon steel ASTM A 105 socket weld; Newco,
RP&C, Vogt or equal.
2 ½” - 3” Class 300 RF flanged cast carbon steel ASTM A216 Gr. WCB ASME
B16.34; Velan, Stockham or equal.
≥ 4” Class 150 RF flanged cast carbon steel ASTM A216 Gr. WCB ASME
B16.34; Velan, Stockham or equal.
Instrumentation
Isolation Valves
≤ ½” Globe valve socket weld carbon steel barstock ASTM A108 Gr. 1018
with Grafoil packing; RP&C or equal or ¼” NPT block valves
Strainers ≤ 2” Cast carbon steel butt weld; ARI or equal
2 ½” - 3” 300# RF Flanged Y-type cast carbon steel ASTM A 216-77 Gr. WCB;
Titan or equal.
≥ 4” 150# RF Flanged Y-type cast carbon steel ASTM A 216-77 Gr. WCB;
Titan or equal.
Thread Sealant Connections ≤
¾”
Keytite
Temperature Gauges 2 ½” dial bimetal dual scale with thermowell. Winters or equal
Pressure Gauges 2 ½” dial, stainless steel externals & internals, dual scale Winters or
equal
Nuts All Carbon Steel ASTM A194 Gr 2H
Bolts All Carbon Steel ASME SA 193 Gr B7
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 10 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
Fulton Thermal Corporation Terms & Conditions
1. General. Terms and Conditions are referred to herein as “T&Cs”. Fulton Thermal Corporation is referred to herein as
“Fulton” or “Seller”. Order Acknowledgement from Fulton is referred to herein as “Acknowledgement”. Buyer is referred
to herein as “Buyer”.
2. Acceptance. Acceptance of Buyer’s order is expressly conditional on agreement to these T&Cs. These T&Cs supersede all
prior agreements and will apply to all orders between Buyer and Seller. Any modifications of the T&Cs made by Fulton on
the Acknowledgement or any other Fulton document supersede the T&Cs stated herein. A modification in this manner to
portion(s) of these T&C does not change the validity of any other portion(s) of this agreement. Any modification of the
T&Cs must be made in writing and agreed to by Fulton in writing. By placing an order with Fulton, Buyer is accepting these
T&Cs together with any and all modifications agreed to in any subsequent Fulton documents.
3. Ordering Process.
a. Quote – A Quote from Fulton is valid for 30 calendar days unless otherwise stated on the face of the Quote by
Fulton. After expiration, Fulton reserves the right to change pricing, schedule times or require a new Quote entirely.
b. Acknowledgements for non-engineered equipment orders that are standard in nature (“Release to Production
Orders”) and Acknowledgements for parts orders are assumed by Fulton to be pre-approved by Buyer upon
placement of a Purchase Order (“PO”). Release to Production Orders will be released to manufacturing for
production immediately upon sending the Acknowledgement to Buyer. Any changes made after the order has been
Released to Production may cause pricing and delivery dates to change.
c. Acknowledgements for orders that are non-standard in nature (“Approval Hold Orders”) require Buyer’s written
approval of the Acknowledgement and the Approval Drawings before Fulton will release the order to manufacturing
for production. Buyer’s approval of the Approval Drawings is expected within fifteen (15) business days of receipt.
Any delay by Buyer in approving the Acknowledgement and Approval Drawings for an Approval Hold Order will
cause delays in the shipment date of the order.
d. Upon receipt of the Acknowledgement, Buyer should immediately check the following:
i. Model Number
ii. Type of Fuel/Fuel Code
iii. Required Gas Pressure
iv. Electrical Specifications
v. Auxiliary Equipment
vi. Special Customer Requirements/ NEMA Rating/Code Requirements
vii. Ship Date and Shipping Orientation
viii. Completeness of the Order
Buyer assumes any risk and resulting delay from any errors or omissions not brought to the attention of Fulton
prior to shipment of the Order.
4. Changes and Cancellations. Changes in customer specifications during the approval process may result in changes to
pricing and to the Ship Date. All changes in specifications must be in writing and approved by Fulton before becoming part
of the revised Acknowledgement.
a. Any cancellation fees for Buyer approved orders are at Fulton’s sole discretion and may be assessed between 20%
and 100% the price of the Purchase Order.
b. Any restocking fees for returned goods are at Fulton’s sole discretion and may be assessed between 20% and 100%
the price of the Purchase Order.
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 11 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
5. Credit Terms.
a. Payment terms for Release to Production Orders are Cash on Delivery, Letter of Credit or Sight Draft Bill of Lading
basis. Special terms may apply and, if so, will be notated on the Acknowledgement. Progress payments are due
upon receipt of invoice.
b. Payment terms for Approval Hold Orders or high value orders are 50% due before Release to Production and 50%
due before Shipment. Negotiations of any other payment terms will be subject to approval from Fulton’s
Accounting Department and will be stated on the Acknowledgment.
c. Production and shipment of Buyer’s order may be delayed if Buyer’s account is not in good credit standing. If the
equipment is in production when the hold is placed, rent will be charged after 30 days for space taken on the shop
floor.
d. A 9.0% per annum finance charge will be charged on any past due balance.
e. Buyer grants a purchase money security interest in the goods and proceeds, if any, and expressly authorizes the
filing of any financial statement signed by Fulton.
f. Buyer agrees to notify Fulton in writing as to the location for installation of all goods subject to this agreement,
and, if such goods are to be relocated, Buyer will provide the new location to Fulton in writing. Upon any breach of
this agreement by Buyer and at Fulton’s option, all obligations secured hereunder shall become immediately due
and payable in full without notice or demand, and Fulton shall have all rights and remedies as are accorded a
secured party by the Uniform Commercial Code.
6. Shipping. Any date specified on the Acknowledgement for goods to be shipped is approximate only and is subject to
change. The date the goods are, or are expected to be, ready to ship is referred to herein as the Ship Date (“Ship Date”).
a. Goods are shipped F.C.A. Fulton’s Factory and title shall pass at time of pickup by carrier. The risk of in transit losses
or damages for all goods shall be held by Buyer and Buyer hereby agrees to look solely to the carrier for any and all
claims for loss or damage in transit.
b. Fulton will, at Buyer’s request, delay the shipment of an order past the Ship Date for a maximum of one week
without charge. Any request to delay shipment of equipment beyond the Ship Date in excess of one (1) week may
result in the assessment of reasonable storage fees. Goods shipped later than the Ship Date at Buyer’s request may
be released to another order by Fulton at Fulton’s sole discretion. This will delay the order.
c. Any notice of shortages or problems with the goods Buyer receives must be made in writing to Fulton within ten
(10) days of receipt of goods.
7. Indemnification. Buyer shall fully indemnify, hold harmless and defend Fulton and its directors, officers, employees,
agents, stockholders and affiliates (collectively, Indemnified Parties) from and against any and all claims, actions, suits,
demands, damages, liabilities, obligations, losses, settlements, judgments, costs and expenses (including without limitation
reasonable attorney‘s fees and costs), whether or not involving a third party claim, which arise out of, relate to or result
from (1) any breach of any representation or warranty of Fulton contained in this Agreement, (2) any breach of any
covenant or other obligation or duty of Fulton under this Agreement or under applicable law, and (3) in each case whether
or not caused by the negligence of Fulton or any other Indemnified Party. Fulton shall not be liable for any direct, incidental
or consequential damages or losses incurred by delays in manufacturing or delivery or arising in any way out of this
Agreement, including, but not limited to, any loss of profits or loss of business, even if Fulton is provided notice of such
damages.
8. Warranties. Any written express warranties issued by Fulton in connection with the goods ordered by Buyer are exclusive
and in lieu of all other warranties, express or implied, including but not limited to the implied warranties of merchantability
and fitness for a particular purpose. All warranties are voided in the event the unit is not commissioned by a Fulton
authorized service technician.
Fulton Thermal Corp.
972 Centerville Road
Pulaski, NY 13142
Call: (315) 298-5121
Fax: (315) 298-5312
Page 12 of 11
Fulton is a global manufacturer of steam, hot water and thermal fluid heat transfer systems.
9. Proprietary and Confidential Information. Buyer shall consider all information furnished by Fulton to be confidential and
shall not disclose any such information to any other person, or use such information itself for any purpose other than
related to this Purchase Order. This paragraph shall apply to drawings, specifications, or other documents prepared by
Fulton for Buyer in connection with this order. Buyer shall not advertise or publish the fact Buyer has contracted to
purchase goods from Fulton, nor shall any information relating to the order be disclosed without Fulton's written
permission. Unless otherwise agreed to in writing, no commercial, financial or technical information disclosed in any
manner or at any time by Buyer to Fulton shall be deemed secret or confidential and Buyer shall have no rights against
Fulton with respect thereto, except such rights as may exist under patent laws.
10. Force Majeure. Fulton shall not be liable for any failure of or delay in the performance of any order if such failure or delay
is due to causes beyond its reasonable control, including but not limited to acts of God, war, strikes or labor disputes,
embargoes, government orders or any other force majeure event. Fulton shall assist Buyer in all reasonable ways to
minimize the impact of the force majeure event.
11. Assignment. No contract or rights under any contract entered into with Fulton may be assigned without the prior written
consent of Fulton.
12. Governing law. This Agreement shall be governed by and construed in accordance with the laws of the State of New York.
Both parties agree to waive a trial by jury and consent that any cause of action that may arise under this agreement shall
be tried by the Court. Both parties agree that the sole and exclusive jurisdiction and venue of any such cause of action shall
be in the United States District Court, Northern District of New York, or in the New York State Supreme Court, County of
Onondaga, or County of Oswego. Buyer agrees to submit to personal jurisdiction in said jurisdiction.
13. Entire Agreement. This Agreement represents the entire agreement between the parties. If any one or more provisions of
this acknowledgement are declared invalid by a court, such invalidity shall not affect the remainder of this
acknowledgement.
14. Survivorship. This agreement shall be binding upon and inure to the benefit of the parties hereto and their respective
successors and assigns.
ACKNOWLEDGED AND ACCEPTED:
Signature:
Printed Name:
Company Name:
Date:
PLANNING DEPARMENT
IN-HOUSE REFERRAL FORM
DATE:10-21 24
TO:Michael Maniscalco,Walter Summers,Jeff Doolittle,Molly Keays,
Melissa Pierce,Kevin Cooney,Tony Manfre,Autum Burke,Dave Turkington,
Andrea Cofrancesco,Vincent Stetson.David Gesualdi,Marc Melanson.Scott Roberts,
Justin Russo
FROM:Michele Lipe,AICP,Director of Planning
The Planning &Engineering Departments have received plans for the following projects:
Appl 24-40P,Whole Market Foods
Location:50 Talbot Lane
Project Description:4,722 sf waste water building,4 —10,000 gallon storage tanks
Future Town-owned property involved?@ Yes D NO
D new street(s)B new detention area
D new open space/recreation area D active Dpassive
Planning Department notes:
Visit https://www.southwindsor-ct.gov/planning-department/pages/planning—and-zoning—
commission-applications to review pending applications
Please comment by l 1/4/24 and retum to the Planning Department.
g Site Plan E Subdivision No.Acres 19.8 Zone I
@ Industrial D Commercial D Residential N0.Lots/Units
Water:%Public B Private Well Sewerage:Public B Septic System
mWN QF SQUTH WINDS®R
BUILDENE DEPARTMENT
1540 Sullivan Ave.
South Windsor,CT 06074
Tel.(860)644-2511 Ext 2230
October 24,2024
PZC Application 24-40P
50 Talbot Lane
Whole Market
Site Plan Modification
The application has been reviewed under the 2022 CT State Building Codes.
Ihave no issues with the application.
Be advised that this is a review for the Planning and Zoning application only
and not for any other permits.
If you have any questions,please feel free to contact me.
Marc Melanson
Building Official
PLANNING DEPARTMENT
October 28.2024
Luke Hefferman.P.E.
CMC Design Build7 Inc.
859 Willard Street
Quincy,MA 02169
Dear Mr‘Hefferman.
Re:Home Market Foods,Inc e request for site plan modification to construct a 4,722 sf
waste water building,on propeity located at 50 Talbot Lane.I Zonei
Please be advised that the Public Meeting ofthe Planning &Zoning Commission for the
above referenced matter has been scheduled for Tuesdav.November 12.,2024.
This meeting will be held in the Council Chambers ofthe South Windsor Town Hall.Someone
must be present to represent the application.
Two signs advertising the meeting must be posted on the property for ten (10)consecutive
days prior to the hearing and must be clearly visible from a town street.The signs must be
posted on Talbot Lane and Nutmeg Road S frontage by Saturday,November 2.2024.
Signs can be picked up at the Planning office ofthe South Windsor Town Hall,1540 Sullivan
Avenue.Please call (860)644-2511 ext.2329 ifyou have any questions.Monday 8:00 am.i
7:00 p.m..Tuesday i Thursday 8:00 am.—4:30 p.m.and Friday 8:00 a.m.—1:00 p.111.
Sincerely.
/%Q3
Joshua Stern
Administrative Secretarv/Land Use Coordinator
1541]Sullivan Avenue,South Windsar,ET D6074 i Tel (861])Bill-2511 Ext 2329 i Planning@SuuthWindsar»ET.gnv
Memo
T0:Andrew Capuano,Solli Engineering
From:Michele Lipe,Director of Planning
Date:1 0/29/24
Re:App]24-401),Home Market Site Plan Modifications
The following are the Planning Department comments.Engineering comments will be
sent separately.Please make the necessary revisions and submit three COMPLETE sets
of full-size revised plans and 10 sets of ll”x17”plans by 11/6/24 to be sent out with the
agenda (tentatively scheduled for l l/12/24).
Site Plan Review Comments
General comments
The equipment proposed is considered part of outdoor equipment on site and is required t0 be
screened from public ways.Could you provide details for the concrete building proposed,any
landscaping treatment,additional lighting and make clear what will be remaining in this area
versus removed on site.It is hard to tell form the drawings.
Cross sections or pictures of the view from Talbot Lane would be helpful.Cut sheets of the
equipment including heights and colors would help as well.
Zoning Data Table
l.Actual impervious coverage must be included
2.Parking requirements must be shown (breakdown by uses,e.g.office,manufacturing).I
am providing a copy 0f the 201 5 zoning data table that can be added to the plans
Plot Plan/Topo Plan
The approved site plan did not show any parking spaces in the front area.Do you intend on
using this for parking?lf so,the spaces should be designed so that they are usable spaces.
Architectural
Details of the block building should be provided
1540 Sullivan Avenue,South Wndsor,CT 06074 PH 860-644-251 1,ext.2252
email miche|e.|ipe@southwindsor—ct.qov
o Page 1
South Windsor
Planning Department
501 Main Street, Suite 2A 11 Vanderbilt Avenue, Suite 240
Monroe, CT 06468 Norwood, MA 02062
Office: (203) 880-5455 Office: (781) 352-8491
www.SolliEngineering.com
November 5, 2024
Michele Lipe
Director of Planning
South Windsor Planning Department
1540 Sullivan Avenue
South Windsor, CT 06074
RE: Site Plan Review Comments
Appl 24-40P, Home Market Site Plan Modifications
50 Talbot Lane
South Windsor, CT 06074
Project Number: 24106501
Dear Ms. Lipe,
On behalf of the Applicant, Home Market Foods, Inc., Solli Engineering is pleased to respond to the Planning
Department Comments received via email on October 28, 2024. A response to each comment is provided in bold
when applicable.
General Comments
1. The equipment proposed is considered part of outdoor equipment on site and is required to be
screened from public ways. Could you provide details for the concrete building proposed, any
landscaping treatment, additional lighting and make clear what will be remaining in this area
versus removed on site. It is hard to tell from the drawings.
Solli Response 11/05/24: We have provided architectural elevations and images of the proposed equipment
in our response submission to better illustrate what the proposed equipment will look like under finished
condition. We have also included images taken from the public right-of-way on Talbot Lane to show that
existing vegetation will provide screening of the proposed EQ tanks and the architectural elevations of the
WWTP show that the equipment will be fully enclosed and not visible from the right-of-way.
2. Cross sections or pictures of the view from Talbot Lane would be helpful. Cut sheets of the
equipment including heights and colors would help as well.
Solli Response 11/05/24: Images from Talbot Lane and additional information for the proposed equipment
has been provided.
Zoning Data Table
3. Actual impervious coverage must be included.
Solli Response 11/05/24: The “Zoning Compliance Table” on Sheet 2.11 has been revised to include
impervious coverage.
4. Parking requirements must be shown (breakdown by uses, e.g. office, manufacturing). I
am providing a copy of the 2015 zoning data table that can be added to the plans.
Solli Response 11/05/24: A “Parking Summary” table has been added to Sheet 2.11.
Plot Plan/Topo Plan
5. The approved site plan did not show any parking spaces in the front area. Do you intend on
using this for parking? If so, the spaces should be designed so that they are usable spaces.
Solli Response 11/05/24: The striped area in the front area was not part of the approved site plan is
proposed to be removed. The on-site parking will still be compliant when this change is made.
Architectural
6. Details of the block building should be provided.
Solli Response 11/05/24: Architectural elevations of the WWTP have been provided. The color of the
WWTP building will match those of the existing building on-site.
Please review the above response to comments. If you have any further comments or questions, please provide them
at your earliest convenience. We look forward to working with you and the Planning Department to satisfy any
outstanding issues.
Sincerely,
Solli Engineering, LLC
Anthony Capuano
Asst. Project Manager
Enclosures:
• Civil Design Plans (Revision Date: 11/05/2024)
• Architectural Plans
• Images from Talbot Lane (Images Taken: 10/29/2024)
• Fulton Boiler Cut Sheet
• Oil Tank Cut Sheet
Sheet Title:Sheet #:
Project:
COVER
SHEET 0.00
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
APPLICANT: HOME MARKET FOODS, INC. / 140 MORGAN DRIVE, NORWOOD,
MA 02062 / LHEFFERNAN@CMCDESIGNBUILD.COM / (781) 733-1941
Rev. #:Date Description
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
PREPARED FOR:
HOME MARKET FOODS, INC.
140 MORGAN DRIVE
NORWOOD, MA 02062
USGS MAP LOCATION MAP
ENGINEERING
MONROE, CT | WEST HARTFORD, CT | NORWOOD, MA
PREPARED BY:
SCALE: 1" = 1,000'PERMITTING PLAN SET SCALE: 1" = 1,000'
PROJECT SITEPROJECT SITE
DRAWING LIST
SHEET NAME
COVER SHEET
PROPERTY SURVEY
SITE LAYOUT PLAN
SOIL EROSION AND SEDIMENT CONTROL PLAN
SOIL EROSION AND SEDIMENT CONTROL NOTES & DETAILS
CONSTRUCTION DETAILS
SHEET #
0.00
1 OF 1
2.11
2.31
2.41
3.01
PLAN DATE
10/16/24
09/10/24
10/16/24
10/16/24
10/16/24
10/16/24
LATEST REVISION
11/05/24
09/30/24
11/05/24
11/05/24
11/05/24
11/05/24
HOME MARKET FOODS, INC.
140 MORGAN DRIVE
NORWOOD, MA 02062
(781) 733-1941
WETLANDS SPECIALIST
SURVEYOR OF RECORD
SITE / CIVIL ENGINEER
KEVIN SOLLI, P.E., PTOE, CPESC, LEED AP BD+C
(ENGINEER OF RECORD)
LICENSE NO. 25759
SOLLI ENGINEERING, LLC
11 VANDERBILT AVENUE, SUITE 240
NORWOOD, MASSACHUSETTS 02062
(781) 352-8491
OWNER
PROPERTY INFORMATION
ADDRESS: 50 TALBOT LANE
TOWN OF SOUTH WINDSOR
CONNECTICUT 06074
ACCOUNT: 88900050
PARCEL ID: 60-29-3
AREA: 1.894± ACRES
DOWE REALTY III, LLC
400 1ST AVENUE
NEEDHAM, MA 02494
ARCHITECT
APPLICANT
BRYAN P. NESTERIAK, PE, LS
LICENSE NO. 23556
ACCURATE LAND SURVEYING, LLC
15 RESEARCH DRIVE
WOODBRIDGE, CONNECTICUT 06525
(203) 881-8145
WILLIAM KENNY, CPWS, PLA, ASLA
WILLIAM KENNY ASSOCIATES
195 TUNXIS HILL CUTOFF SOUTH
FAIRFIELD, CT 06825
(203)366-0588
CMC DESIGN BUILD, INC
859 WILLARD STREET
QUINCY, MASSACHUSETTS 02169
(888) 328-2962
REVISED PER PLANNER COMMENTS11/05/241
GENERAL SURVEY NOTES
MAP REFERENCES
30 180120600
SCALE: 1"=60'
1 of 1
LOCATION MAP
SCALE: 1"=800'
PROPERTY SURVEY
OF
50 TALBOT LANE & 90 NUTMEG ROAD
SOUTH WINDSOR, CONNECTICUT PS, 50 TALBOT LANE & 290 NUTMEG ROAD, SOUTH WINDSOR, CT.LEGEND
ACCURATELand Surveying, LLC
15 Research Drive
Woodbridge, CT 06525
Tel: 203.881.8145
501 Main Street
Monroe, CT 06468
Tel: 203.880.5455
TALBOT LANE(4) PROPOSED 10,000 GALLON
OIL TANKS (30' HEIGHT) ON
CONCRETE PAD
PROPOSED EQ
STORAGE TANKS (BY
OTHERS) (25' HEIGHT)
(4)PROPOSED FULTON
BOILERS (14' HEIGHT)
PROPOSED 8' CHAIN LINK
FENCE WITH PRIVACY SLATS
PROPOSED CONCRETE
BOLLARD (12' O.C.) (TYP.)
PROPOSED CONCRETE
BOLLARD (6' O.C.) (TYP.)
PR 750± LF OF 4" SDR-21
SANITARY FORCE MAIN
PROPOSED NATURAL GAS CONNECTION
TO EXISTING UTILITY ROOM
PROPOSED 4" WATER SERVICE CONNECTION
TO EXISTING UTILITY ROOM
PROPOSED ELECTRICAL SERVICE
CONNECTION TO EXISTING UTILITY ROOM
EXISTING GREASE INTERCEPTOR TO BE
UTILIZED AS PUMP CHAMBER (BY OTHERS)
EXISTING GREASE INTERCEPTOR TO BE
UTILIZED AS PUMP CHAMBER (BY OTHERS)
STUB PROPOSED UTILITIES 5'
FROM WWTP (TYP.)
PR 154± LF OF 4" SDR-21
SANITARY FORCE MAIN
PROPERTY LINE (TYP.)
BUILDING SETBACK LINE (TYP.)
PROPOSED WASTEWATER
TREATMENT FACILITY,
(SEE BUILDING PLANS)
35'
EXISTING PARKING SPACE
STRIPING TO BE REMOVED
PR 243± LF OF 8" C900
PVC PIPE @ S = 0.5%
CONNECT TO EXISTING DMH
INV = 71.2 10'PR 167± LF OF 6" SDR-35
PVC PIPE @ S = 2.0% MIN
PR SANITARY CLEANOUT
PR 50± LF OF 6" SDR-35
PVC PIPE @ S = 2.0% MIN
PROPOSED WASTEWATER DISCHARGE
TO FLUME (BY OTHERS)
PROPOSED WWTP
(28' HEIGHT)
4,722± SF
FFE: 74.00
PR STORM CLEANOUT
WATER MAIN / LATERAL
GAS LINE
ELECTRIC CONDUIT
SANITARY SEWER PIPE
LEGEND
PROPERTY LINE
W. HARTFORD, CT
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
APPLICANT: HOME MARKET FOODS, INC. / 140 MORGAN DRIVE, NORWOOD,
MA 02062 / LHEFFERNAN@CMCDESIGNBUILD.COM / (781) 733-1941
Graphic Scale:
Rev. #:Date Description
KMS
24106501
10/16/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
MONROE, CT NORWOOD, MA
SOLLIENGINEERING.COM
SITE LAYOUT
PLAN 2.11
40 0 40 80
1" = 40'
EEL
AWC
1.EXISTING PROPERTY BOUNDARY INFORMATION TAKEN FROM THE CARLA'S PASTA
"SITE PLAN MODIFICATION" PLAN SET; PREPARED BY DESIGN PROFESSIONALS;
DATED: 06/19/2018.
2.THE SUBJECT PARCEL CONSISTS OF ±19.85 ACRES LOCATED WITHIN THE
INDUSTRIAL DISTRICT (I) IN THE TOWN OF SOUTH WINDSOR, CONNECTICUT.
3.THIS PLAN WAS CREATED WITH LIMITED REGARD TO SITE GRADING AS DETAILED
TOPOGRAPHIC INFORMATION IS UNKNOWN AT THIS TIME.
GENERAL NOTES
ABBREVIATIONS
@
EX
LF
PR
S
SF
TYP
WWTP
AT
EXISTING
LINEAR FEET
PROPOSED
SLOPE
SQUARE FOOT
TYPICAL
WASTEWATER TREATMENT PLANT
UTILITY NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY
CONSTRUCTION PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE
PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE
PROOF OF INSURANCE, AND PROVIDE TRAFFIC CONTROLS NECESSARY FOR THIS
PROJECT.
2.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 OR WORK AT "811" OR
1-800-922-4455 AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM
LOCATIONS.
3.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.
4.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR
PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS,
SIGNS, LIGHTS, FENCES, AND UNIFORMED TRAFFIC CONTROLLERS AS REQUIRED,
ORDERED BY THE ENGINEER OF RECORD OR REQUIRED BY THE STATE AND LOCAL
GOVERNING AUTHORITIES.
5.ALL UTILITY WORK PROPOSED WITHIN THE TOWN'S RIGHT-OF-WAY SHALL
COMPLY WITH TOWN OF BOZRAH DPW, CTDOT, UTILITY PROVIDER, AND
ENGINEERING STANDARDS AND SPECIFICATIONS. PROPOSED UTILITY WORK WILL
REQUIRE LANE CLOSURES. COORDINATION WITH THE ENGINEER OF RECORD WILL
BE NEEDED FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLANS.
6.ALL DISTURBANCE TO TOWN, COUNTY, OR STATE PROPERTY DUE TO
CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTER.
7.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.
8.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
9.ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE WATER SERVICE SHALL
BE IN COMPLIANCE WITH THE NORWICH PUBLIC UTILITIES STANDARDS AND
SPECIFICATIONS.
10.ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE SEPTIC SYSTEM SHALL
BE IN COMPLIANCE WITH THE UNCAS HEALTH DISTRICT STANDARDS AND
SPECIFICATIONS. ADDITIONALLY, PRIOR TO INSTALLATION, THE SEPTIC LAYOUT
SHALL BE REVIEWED AND APPROVED BY UNCAS HEALTH DISTRICT.
11.ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE ELECTRIC SERVICE
SHALL BE IN COMPLIANCE WITH UTILITY PROVIDER STANDARDS AND
SPECIFICATIONS.
12.ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE GAS SERVICE SHALL BE
IN COMPLIANCE WITH UTILITY PROVIDER STANDARDS AND SPECIFICATIONS.
13.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES 72
HOURS PRIOR TO BEGINNING OF EXCAVATION.
14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES
REQUIRED BY UTILITY PROVIDERS.
MINIMUM LOT AREA 30,000 SF 864,508± SF
ZONING COMPLIANCE TABLE
ZONE:INDUSTRIAL (I) DISTRICT
ZONING REQUIREMENT
(I)REQUIREMENT
MINIMUM LOT DEPTH
MINIMUM SIDE YARD BUILDING SETBACK
MINIMUM REAR YARD BUILDING SETBACK
MINIMUM FRONTAGE 100 FT
150 FT
10 FT
25 FT
PROPOSED
CONDITIONS
322 FT
>25 FT
10 FT
359 FT
MAXIMUM IMPERVIOUS LOT COVERAGE 65%39%
MINIMUM FRONT YARD BUILDING SETBACK 35 FT 35 FT
PARKING SUMMARY
PROPOSED
DEVELOPMENT REQUIRED PROVIDED
194 199
MANUFACTURING
(PHASE I ADDITION)
WAREHOUSE
(PHASE I ADDITION)
45 47
44 47
* TOTAL REQUIRED PARKING FOR EXISTING BUILDING IS 105 SPACES AS PER PREVIOUS
APPROVAL FROM TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION
EXISTING BUILDING 105*
GFA
31,000 ± SF
30,000 ± SF
REQUIREMENT
1 SPACE / 700 SF
1 SPACE / EMPLOYEE
1 SPACE / 1,250 SF
1 11/05/24 REVISED PER PLANNER COMMENTS
105
TALBOT LANEINSTALL SILT SACK
PROTECTION (TYP.)
PROPERTY LINE (TYP.)
INSTALL TEMPORARY
CONSTRUCTION FENCE (TYP.)
REMOVE EXISTING SAINTARY
SEWER PIPE
REMOVE EXISTING SANITARY
SEWER PIPE
DEMOLISH & DISPOSE OF
EXISTING FENCE (TYP.)
DEMOLISH & DISPOSE OF
EXISTING EQUIPMENT AREA (TYP.)
INSTALL SILT FENCE
PROTECTION (TYP.)TALBOT LANEMAINTAIN SILT SACK
PROTECTION (TYP.)
PROPERTY LINE (TYP.)
MAINTAIN TEMPORARY
CONSTRUCTION FENCE (TYP.)
MAINTAIN SILT FENCE
PROTECTION (TYP.)
LEGEND
PROPERTY LINE
BUILDING / STRUCTURE DEMOLITION
STORM / SANITARY SEWER PIPE REMOVAL
TREE PROTECTION
FENCE / ROCK WALL REMOVAL
SILT SACK INLET PROTECTION
CONSTRUCTION FENCE
W. HARTFORD, CT
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
APPLICANT: HOME MARKET FOODS, INC. / 140 MORGAN DRIVE, NORWOOD,
MA 02062 / LHEFFERNAN@CMCDESIGNBUILD.COM / (781) 733-1941
Graphic Scale:
Rev. #:Date Description
KMS
24106501
10/16/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
MONROE, CT NORWOOD, MA
SOLLIENGINEERING.COM
SOIL EROSION
& SEDIMENT
CONTROL PLAN
2.31
50 0 50 100
1" = 50'
EEL
AWC
PHASE I - DEMOLITION & SOIL EROSION & SEDIMENT CONTROL INSTALLATION
SCALE: 1" = 50'
PHASE II - SOIL EROSION & SEDIMENT CONTROL INSTALLATION
SCALE: 1" = 50'
SEDIMENT & EROSION CONTROL 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 SITE WORK TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS AND CONDITIONS OF APPROVALS ISSUED BY THE TOWN
OF SOUTH WINDSOR FOR THIS PROJECT.
3.EXISTING SITE CONDITIONS AND BOUNDARY INFORMATION TAKEN FROM A PLAN TITLED "PROPERTY SURVEY OF 50 TALBOT LANE & 290
NUTMEG ROAD, SOUTH WINDSOR, CONNECTICUT"; SCALE 1"=60'; DATED: 09/30/24; BY "ACCURATE LAND SURVEYING, LLC."
4.PRIOR TO STARTING ANY OTHER WORK ON SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION
CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS
PROJECT. EROSION CONTROLS TO BE INSTALLED AT THE EDGE OF PROPOSED WORK.
5.EROSION CONTROLS TO ACT AS A LIMIT OF WORK LINE TO ENSURE THAT NO EQUIPMENT ENCROACHES ON THE ADJACENT PROPERTIES.
6.EROSION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED FOR THE DURATION OF THE PROJECT TO LIMIT THE MOVEMENT OF
SILTATION AND SEDIMENTS FROM ENTERING EXISTING DRAINAGE SYSTEMS OR FROM LEAVING THE PARCEL. ANY ACCUMULATED SEDIMENTS
ARE TO BE REMOVED FROM THE EROSION CONTROLS AND DISPOSED TO PROPERLY. ADDITIONALLY, ALL EROSION CONTROLS ARE TO BE
INSPECTED AFTER A STORM EVENT AND THE CONTROLS REPLACED OR ARMORED AS NECESSARY AND ACCUMULATED SEDIMENTS REMOVED.
7.ADDITIONAL EROSION CONTROLS ARE TO BE UTILIZED AS NECESSARY AND AS DIRECTED BY THE ENGINEER TO LIMIT SEDIMENTS FROM
DISCHARGING TO ADJACENT PROPERTIES OR INTO EXISTING STORM DRAIN SYSTEMS.
8.CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT EROSION SHALL NOT AFFECT AND OFF-SITE AREAS, WHETHER
SUCH EROSION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.
9.A RESERVE AMOUNT OF EROSION CONTROL MATERIALS ARE TO BE KEPT WITHIN EASY ACCESS ON SITE AT ALL TIMES.
10.CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR MINIMAL TIME BEFORE THEY
ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.
11.TEMPORARY STOCKPILING OF MATERIALS RELATED TO THE CONSTRUCTION ACTIVITIES ARE TO BE PROPERLY STABILIZED, PROTECTED AND
DEMARCATED TO LIMIT MOVEMENT OF MATERIAL INTO STORM DRAIN SYSTEM OR ONTO ADJACENT PARCELS
12.REFUELING AND ANY WORK ASSOCIATED WITH THE MAINTENANCE OF CONSTRUCTION EQUIPMENT TO BE PERFORMED IN COMPLIANCE WITH
APPLICABLE REGULATIONS.
13.THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONDITION AT THE CLOSE OF EACH CONSTRUCTION DAY. EROSION CONTROLS
SHALL BE CHECKED AT THIS TIME AND MAINTAINED OR REINFORCED IF NECESSARY.
14.EROSION CONTROLS SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED WITH PAVEMENT, PLANTINGS, OR WITH
AN ESTABLISHED STAND OF GRASS. EROSION CONTROLS SHALL NOT BE REMOVED UNTIL SITE STABILIZATION IS COMPLETE. CONTRACTOR
SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER
SYSTEMS AS DIRECTED BY THE ENGINEER OF RECORD, TOWN ENGINEER, DPW AND/OR SOUTH WINDSOR LAND USE AGENT.
15.UTILIZE APPROPRIATE DEWATERING SYSTEMS AND TECHNIQUES TO MAINTAIN THE EXCAVATED AREA SUFFICIENTLY DRY FROM
GROUNDWATER AND/OR SURFACE RUNOFF SO AS TO NOT ADVERSELY AFFECT CONSTRUCTION PROCEDURES OR CAUSE EXCESSIVE
DISTURBANCE OF UNDERLYING NATURAL GROUND.
16.WATER FROM TRENCHES AND EXCAVATIONS SHALL NOT BE DISCHARGED DIRECTLY TO STORM DRAIN SYSTEMS. PROPER TREATMENT TO A
SEDIMENTATION AREA IS TO TAKE PLACE PRIOR TO DISCHARGE TO ANY DRAINAGE SYSTEMS.
17.THE CONTRACTOR SHALL REPAIR ANY DAMAGE RESULTING FROM THE FAILURE OF THE DEWATERING OPERATIONS OR FROM FAILURE TO
MAINTAIN ALL THE AREAS OF WORK IN SUITABLE DRY CONDITION.
18.PRECAUTIONS SHALL BE TAKEN TO PROTECT NEW WORK FROM FLOODING DURING STORMS OR FROM OTHER CAUSES. GRADING IN THE AREAS
SURROUNDING ALL EXCAVATIONS SHALL BE PROPERLY SLOPED TO PREVENT WATER FROM RUNNING INTO THE EXCAVATED AREA OR TO
ADJACENT PROPERTIES. WHERE REQUIRED, TEMPORARY DITCHES SHALL BE PROVIDED FOR DRAINAGE. UPON COMPLETION OF THE WORK AND
WHEN DIRECTED, ALL AREAS SHALL BE RESTORED IN A SATISFACTORY MANNER AND AS DIRECTED.
19.ALL PIPELINES OR STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION OR PRIOR TO COMPLETION SHALL BE THOROUGHLY
BRACED OR OTHERWISE PROTECTED.
20.REFER TO SHEET 2.41 FOR DETAILS OF THE PROPOSED SOIL EROSION AND SEDIMENT CONTROL (SEC) MEASURES AND ADDITIONAL
INFORMATION REGARDING CONSTRUCTION SEQUENCE, SEC MEASURE INSTALLATION, AND MAINTENANCE.
DEMOLITION NOTES
1.CONTRACTOR SHALL SECURE ANY PERMITS, PAY ALL FEES AND PERFORM CLEARING AND GRUBBING AND DEBRIS REMOVAL PRIOR TO
COMMENCEMENT OF GRADING OPERATIONS.
2.ALL BUILDINGS, INCLUDING FOUNDATIONS WALLS, FOOTINGS AND BASEMENT SLABS INDICATED ON PLAN ARE TO BE REMOVED FROM THE
SITE.
3.ALL SEDIMENT AND EROSION CONTROLS AS SHOWN ON THE PLAN HEREON SHALL BE INSTALLED BY THE DEMOLITION CONTRACTOR PRIOR
TO START OF DEMOLITION OPERATIONS.
4.REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN
AN APPROVED OFF SITE LANDFILL, BY AN APPROVED HAULER. THE HAULER SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL
REGULATORY REQUIREMENTS.
5.THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY PROVIDER TO CUT AND PLUG ALL SERVICE PIPING
AT THE STREET LINE OR AT THE MAIN, AS REQUIRED BY THE UTILITY PROVIDER, OR AS OTHERWISE NOTED OR SHOWN ON THE DRAWINGS.
ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE
EXTENT OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED. THE CONTRACTOR SHALL PAY ALL UTILITY PROVIDER FEES FOR
ABANDONMENT AND REMOVALS.
6.THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS AND PROPERTY CORNERS DURING DEMOLITION ACTIVITIES. ANY
CONTRACTOR DISTURBED PINS, MONUMENTS, AND OR PROPERTY CORNERS, ETC. SHALL BE RESET BY A LICENSED LAND SURVEYOR AT THE
EXPENSE OF THE CONTRACTOR.
7.THE DEMOLITION CONTRACTOR SHALL STABILIZE THE SITE AND KEEP EROSION CONTROL MEASURES IN PLACE UNTIL THE COMPLETION OF
HIS WORK OR UNTIL THE COMMENCEMENT OF WORK BY THE SITE CONTRACTOR, WHICHEVER OCCURS FIRST, AS REQUIRED OR DEEMED
NECESSARY BY THE ENGINEER OF RECORD. THE SITE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE MAINTENANCE OF EXISTING
EROSION AND SEDIMENTATION CONTROLS AND FOR INSTALLATION OF ANY NEW EROSION AND SEDIMENT CONTROLS AS SHOWN HEREON.
8.THE CONTRACTOR SHALL ADHERE TO ALL OSHA, FEDERAL, STATE AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS,
ETC. IN PROXIMITY OF OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES CONTACT THE
POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY PROVIDER FEES SHALL BE PAID BY THE CONTRACTOR.
9.PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS BEFORE THE
COMMENCEMENT OF WORK AT "811" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS. 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.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY AND SECURITY OF THE SITE DURING ALL PHASES OF CONSTRUCTION. THE
ARCHITECT AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE
ARCHITECT AND ENGINEER OF RECORD HAVE 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.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.
12.NO WORK ON THIS SITE SHALL BE INITIATED BY THE CONTRACTOR UNTIL A PRE-CONSTRUCTION MEETING WITH OWNER AND THE ENGINEER
OF RECORD IS PERFORMED. THE CONTRACTOR SHALL HAVE MARK OUTS OF EXISTING UTILITIES COMPLETED PRIOR TO MEETING.
13.CONTRACTOR SHALL BACKFILL ALL AREAS WHERE BUILDING SLABS AND FOUNDATIONS HAVE BEEN REMOVED. THE BACKFILL SHALL BE
FILLED UP TO THE LIMITS OF THE PAVEMENT SUBGRADE.
1 11/05/24 REVISED PER PLANNER COMMENTS
SEDIMENT & EROSION CONTROL NARRATIVE
THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT
THE EXISTING ROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT
PROPERTIES, AND ANY ADJACENT WETLAND AREA AND WATER COURSE FROM
SEDIMENT LADEN SURFACE RUNOFF AND EROSION.
CONSTRUCTION SCHEDULE
THE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS FALL 2024 WITH
COMPLETION ANTICIPATED BY SPRING 2025. APPROPRIATE EROSION CONTROL
MEASURES AS DESCRIBED HEREIN, SHALL BE INSTALLED BY THE CONTRACTOR
PRIOR TO THE COMMENCEMENT OF ALL SITE CLEARING OR CONSTRUCTION
ACTIVITY. SCHEDULE WORK TO MINIMIZE THE LENGTH OF TIME THAT BARE
SOIL WILL BE EXPOSED.
CONTINGENCY EROSION PLAN
THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION CONTROL
MEASURES AND WILL BE REQUIRED TO MAINTAIN THEM IN THEIR INTENDED
FUNCTIONING CONDITION. THE LAND USE AGENTS OF THE TOWN OF SOUTH
WINDSOR AND PROJECT ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE
SUPPLEMENTAL MAINTENANCE OR ADDITIONAL MEASURES IF FIELD
CONDITIONS ARE ENCOUNTERED BEYOND WHAT WOULD NORMALLY BE
ANTICIPATED.
OPERATION REQUIREMENTS
CLEARING, GRUBBING & DEMOLITION OPERATIONS:
1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES WILL BE
INSTALLED PRIOR TO THE START OF CLEARING, GRUBBING AND
DEMOLITION OPERATIONS.
2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND EROSION
CONTROL MEASURES, THE CONTRACTOR SHALL NOT PROCEED WITH
GRADING, FILLING, OR OTHER CONSTRUCTION OPERATIONS UNTIL THE
ENGINEER OF RECORD HAS INSPECTED AND APPROVED ALL
INSTALLATIONS.
3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CLEARING,
GRUBBING, AND DEMOLITION OPERATIONS SO AS NOT TO DISTURB
SEDIMENTATION AND EROSION CONTROL DEVICES AS WELL AS EXISTING
LANDSCAPED AREAS.
4.FOLLOWING THE COMPLETION OF CLEARING, GRUBBING, AND DEMOLITION
OPERATIONS, ALL AREAS SHALL BE STABILIZED WITH TOPSOIL AND
SEEDING, PROCESSED AGGREGATE STONE, OR DISPERSED HAY AS SOON AS
PRACTICAL.
ROUGH GRADING OPERATIONS:
1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED ON
THE GRADING PLAN, TOPSOIL SHALL BE STRIPPED AND APPROPRIATELY
STOCKPILED FOR REUSE.
2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND
ENCLOSED BY A SILTATION FENCE OR STRAW WATTLE BARRIER.
FILLING OPERATIONS:
1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL DEVICES
SHALL BE PROPERLY IMPLEMENTED, MAINTAINED AND FULLY INSTALLED,
AS DIRECTED BY THE ENGINEER OF RECORD, MUNICIPAL LAND USE AGENT
AND AS SHOWN ON THIS PLAN.
2. ALL FILL MATERIAL ADJACENT TO ANY WETLAND AREAS, IF APPLICABLE
TO THIS PROJECT, SHALL BE GOOD QUALITY, WITH LESS THAN 5% FINES
PASSING THROUGH A #200 SIEVE (BANK RUN), AND SHALL BE PLACED IN
LIFT THICKNESS NOT GREATER THAN THAT SPECIFIED IN PROJECT
SPECIFICATIONS. LIFTS SHALL BE COMPACTED TO 95% MAX. DRY DENSITY
MODIFIED PROCTOR OR AS SPECIFIED IN THE CONTRACT SPECIFICATIONS
OR IN THE GEOTECHNICAL REPORT.
3. AS GENERAL GRADING OPERATIONS PROGRESS, ANY TEMPORARY
DIVERSION DITCHES SHALL BE RAISED OR LOWERED, AS NECESSARY, TO
DIVERT SURFACE RUNOFF TO THE SEDIMENT TRAPS AND BASIN (IF
APPLICABLE).
PLACEMENT OF DRAINAGE STRUCTURES, UTILITIES, AND ROADWAY
CONSTRUCTION OPERATIONS:
1. SILT FENCES AND STRAW WATTLE SHALL BE INSTALLED AT THE
DOWNHILL SIDES OF TEMPORARY TRAPS, MUD PUMP DISCHARGES, AND
UTILITY TRENCH MATERIAL STOCKPILES. HAY BALES MAY BE USED IF
SHOWN ON THE EROSION CONTROL PLANS OR IF DIRECTED BY THE
ENGINEER OF RECORD.
FINAL GRADING AND PAVING OPERATIONS:
1. ALL INLET AND OUTLET PROTECTION SHALL BE PLACED AND MAINTAINED
AS SHOWN ON EROSION CONTROL PLANS AND DETAILS, AND AS DESCRIBED
IN SPECIFICATIONS AND AS DESCRIBED HEREIN.
2. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY
ROCK FACED EMBANKMENTS OR EROSION CONTROL BLANKETS, JUTE
MESH AND VEGETATION. ALL SLOPES SHALL BE SEEDED, AND ANY ROAD
OR DRIVEWAY SHOULDER AND BANKS SHALL BE STABILIZED
IMMEDIATELY UPON COMPLETION OF FINAL GRADING UNTIL TURF IS
ESTABLISHED.
3. PAVEMENT SUB-BASE AND BASE COURSES SHALL BE INSTALLED OVER
AREAS TO BE PAVED AS SOON AS FINAL SUB-GRADES ARE ESTABLISHED
AND UNDERGROUND UTILITIES AND STORM DRAINAGE SYSTEMS HAVE
BEEN INSTALLED.
4. AFTER CONSTRUCTION OF PAVEMENT, TOPSOIL, FINAL SEEDING, MULCH
AND LANDSCAPING, REMOVE ALL TEMPORARY EROSION CONTROL
DEVICES ONLY AFTER ALL AREAS HAVE BEEN PAVED AND/OR GRASS HAS
BEEN WELL ESTABLISHED AND THE SITE HAS BEEN INSPECTED AND
APPROVED BY THE ENGINEER OF RECORD.
INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES
I. SILT SACK INLET PROTECTION:
A. REMOVE CATCH BASIN GRATE AND PROPERLY PLACE THE SILT
SACK INTO THE FRAME OF THE CATCH BASIN.
B. PLACE GRATE BACK ONTO FRAME AND ENSURE NO PORTIONS OF
THE SILT SACK HAVE SAGGED INTO THE CATCH BASIN.
C. ONCE GRATE IS PLACED BACK ONTO FRAME OBSERVE TO SEE IF
SILT SACK IS INSTALLED IN A MANNER THAT WILL ALLOW
FOR SEDIMENT TO BE FILTERED OUT DURING STORM EVENTS.
II. STRAW WATTLE:
A. STRAW WATTLE BARRIERS TO BE PLACED IN ACCORDANCE WITH
SHEET 2.31. ALL DAMAGED BARRIERS AND POSTS SHALL BE
REPLACED AND PROPERLY REPOSITIONED AS NECESSARY.
B. STRAW WATTLE BARRIERS TO BE SECURED BY EITHER SAND BAG
(IMPERVIOUS AREAS) OR BY WOOD STAKE HAMMERED INTO
GROUND (PERVIOUS AREAS).
C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE
BARRIER WHEN THEY EXCEED 3-4 INCHES IN HEIGHT.
III. CONSTRUCTION ENTRANCE:
A. REMOVE ALL VEGETATION AND OTHER MATERIALS FROM THE
FOUNDATION AREA. GRADE AND CROWN FOUNDATION FOR
POSITIVE DRAINAGE.
B. PLACE 1-3" STONE A MINIMUM OF 100 FEET ALONG THE FULL
WIDTH OF THE CONSTRUCTION ACCESS ROAD. AGGREGATE
SHOULD BE PLACED AT LEAST 6" THICK.
C. GEOTEXTILE FILTER FABRIC SHALL BE PLACED BETWEEN STONE
FILL AND EARTH SURFACE TO REDUCE THE MIGRATION OF
SOIL PARTICLES FROM THE UNDERLYING SOIL INTO THE STONE
AND VICE VERSA.
D. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED
TOWARD THE CONSTRUCTION ENTRANCE SHALL BE PIPED
BENEATH THE ENTRANCE.
E. FILTER FABRIC FENCE SHALL BE INSTALLED DOWN GRADIENT
FROM THE CONSTRUCTION ENTRANCE IN ORDER TO
CONTAIN ANY SEDIMENT-LADEN RUNOFF FROM THE ENTRANCE.
IV. SILTATION FENCE:
A.DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE DESIGNATED
FENCE LINE LOCATION.
B.POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL
SIDE), AND HAMMER THE POST AT LEAST 1.5 FEET INTO THE
GROUND.
C.LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH
TO PREVENT UNDERMINING BY STORM WATER RUN-OFF.
D. BACKFILL THE TRENCH AND COMPACT.
OPERATION AND MAINTENANCE OF SEDIMENTATION AND EROSION CONTROL
MEASURES
I. SILT SACK INLET PROTECTION:
A. ALL SILT SACK INLET PROTECTION DEVICES SHALL BE
INSPECTED AT A MINIMUM WEEKLY OR AFTER EACH
RAINFALL. ALL DETERIORATE SILT SACKS AND SACKS THAT
APPEAR TO HAVE AN EXCESS OF SEDIMENT SHALL BE REPLACED
AND PROPERLY REPOSITIONED IN ACCORDANCE WITH THIS
PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM THE SILT SACKS
WHEN THEY EXCEED A COUPLE INCHES OF SEDIMENT WITHIN
THE CATCH BASIN.
II. STRAW WATTLE:
A. ALL STRAW WATTLE BARRIERSS SHALL BE INSPECTED AS A
MINIMUM WEEKLY OR AFTER EACH RAINFALL. ALL
DETERIORATED FABRIC AND DAMAGED POSTS SHALL BE
REPLACED AND PROPERLY REPOSITIONED IN ACCORDANCE
WITH THIS PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE
BARRIERS WHEN THEY EXCEED A HEIGHT OF 4 INCHES.
III. CONSTRUCTION ENTRANCE:
A. THE CONSTRUCTION ENTRANCE AND FENCE SHALL BE
INSPECTED AT A MINIMUM WEEKLY AND AFTER HEAVY
RAINS OR HEAVY USE.
B. REMOVE MUD AND HEAVY SEDIMENT TRACKED OR WASHED
ONTO PUBLIC ROAD IMMEDIATELY.
C. THE GRAVEL PAD SHALL BE TOPDRESSED WITH NEW STONE
WHEN MUD AND SOIL PARTICLES CLOG THE VOIDS IN THE
GRAVEL.
D. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF
CONTROL.
E. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
IV. SILTATION FENCE:
A.ALL SILTATION FENCES SHALL BE INSPECTED AT A MINIMUM
WEEKLY OR AFTER EACH RAINFALL. ALL DETERIORATED FABRIC
AND DAMAGED POSTS SHALL BE REPLACED AND PROPERLY
REPOSITIONED IN ACCORDANCE WITH THIS PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE
FENCE WHEN THEY EXCEED A HEIGHT OF ONE FOOT.
EROSION AND SEDIMENT CONTROL PLAN
1. HAY BALE FILTERS OR SILTATION FENCE WILL BE INSTALLED AT ALL
CULVERT OUTLETS IF CULVERT OUTLETS ARE APPLICABLE TO THIS PROJECT
AND ALONG THE TOE OF ALL CRITICAL CUT AND FILL SLOPES.
2. CULVERT DISCHARGE AREAS WILL BE PROTECTED WITH RIP RAP CHANNELS;
ENERGY DISSIPATERS WILL BE INSTALLED AS SHOWN ON THESE PLANS AND
AS NECESSARY.
3. CATCH BASINS WILL BE PROTECTED WITH HAY BALE FILTERS, SILT SACKS,
SILTATION FENCE, OR OTHER INLET PROTECTION DEVICES PER DETAILS,
THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED
AREAS ARE THOROUGHLY STABILIZED.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE
CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL
MANUAL, LATEST EDITION.
5. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO
CONSTRUCTION WHENEVER POSSIBLE.
6. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE CONDITION
THROUGHOUT THE CONSTRUCTION PERIOD.
7. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE
CONSTRUCTION PERIOD, IF NECESSARY OR REQUIRED OR AS DIRECTED BY
THE ENGINEER OF RECORD OF RECORD OR BY LOCAL GOVERNING OFFICIALS.
8. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE
DISPOSED IN A MANNER WHICH IS CONSISTENT WITH THE INTENT AND
REQUIREMENTS OF THE EROSION CONTROL PLANS, NOTES, AND DETAILS.
9. THE OWNER IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS
EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES
THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES,
INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE
REQUIREMENTS AND OBJECTIVES OF THE PLAN.
SOIL EROSION & SEDIMENT CONTROL NOTES
1" REBAR FOR BAG
REMOVAL FROM INLET
EXPANSION
RESTRAINT 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'
NOTES:
1. ALL EXISTING EXCAVATED MATERIAL THAT IS
NOT TO BE REUSED IN THE WORK IS TO BE
IMMEDIATELY REMOVED FROM THE SITE AND
PROPERLY DISPOSED OF.
2. SOIL/AGGREGATE STOCKPILE SITES TO BE WHERE
SHOWN ON THE DRAWINGS OR WHERE APPROVED
BY ENGINEER OF RECORD OF RECORD.
3. RESTORE STOCKPILE SITES TO PRE-EXISTING
PROJECT CONDITION AND RESEED AS REQUIRED.
4. STOCKPILE HEIGHTS MUST NOT EXCEED 35'.
STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.
SOIL/AGGREGATE STOCKPILE OF
EXISTING SITE MATERIAL TO BE
REUSED AND/OR NEW MATERIAL
TO BE INSTALLED IN THE WORK
DIRECTION OF RUN-OFF
FLOW (TYP.)
MATERIALS STOCKPILE DETAIL
SCALE: NTS
STRAW WATTLE BARRIER
TEMPORARY CONSTRUCTION FENCE DETAIL
SCALE: NTS
NOTES:
1.FENCING PANELS COMPLY WITH ASTM - A392-06 STANDARDS.
2.GALVANIZED STEEL, CORROSION-RESISTANT ZINC COATING.
3.36" BASE STANDS FOR STABILITY, NO DIGGING OR POST SETTING REQUIRED. SAND BAGS TO BE USED
FOR ADDED STABILITY.
4.TYPICAL FENCE WIDTH: 12', TYPICAL FENCE HEIGHT: 4', 6' & 8'.
5.SCREENING MADE OF RESILIENT HDPE POLYEHTYLENE, WITH 88% BLOCKAGE.
6.REINFORCED SCREENING WITH HEMMED EDGES AND STEEL GROMMETS.
7.SCREEN HEIGHT: 5'-8" FOR 6' FENCE OR 7'-8" FOR 8' FENCE.
8.SCREEN COLORS: GREEN, TAN, BLUE OR RED.
12' (TYP.)4', 6', OR 8' (TYP.)TEMPORARY CHAIN
LINK FENCE PANEL
36" FENCE BASE
STAND (TYP.)
STEEL FASTENERS
(TYP.)
NTS
AWC
DP
2.41
SOIL EROSION
AND SEDIMENT
CONTROL NOTES
& DETAILS
W. HARTFORD, CT
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
APPLICANT: HOME MARKET FOODS, INC. / 140 MORGAN DRIVE, NORWOOD,
MA 02062 / LHEFFERNAN@CMCDESIGNBUILD.COM / (781) 733-1941
Graphic Scale:
Rev. #:Date Description
KMS
24106501
10/16/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
MONROE, CT NORWOOD, MA
SOLLIENGINEERING.COM
WHEREVER SILT FENCE RUNS ACROSS OR
PERPENDICULAR TO SURFACE CONTOURS,
10-FOOT LONG WINGS OF SILT FENCE
PLACED PERPENDICULAR TO THE MAIN
RUN OF SILT FENCE SHOULD BE PROVIDED
AT APPROXIMATE INTERVALS OF 50-FEET.
SILT FENCE PROTECTION DETAIL
SCALE: NTS
3. BACKFILL THE TRENCH
AND COMPACT THE
EXCAVATED SOIL.
2. ATTACH FILTER FABRIC
TO THE POSTS AND EXTEND
IT TO THE TRENCH.
SILT FENCE
1. SET POSTS AND
EXCAVATE A 6"x6" TRENCH,
SET POST DOWNSLOPE.
WOOD
POSTS
ANGLE 10° UPSLOPE FOR
STABILITY AND SELF
CLEANING
COMPACTED
BACKFILL
BOTTOM OF DRAINAGE WAY
ELEVATION
POINTS "A" SHOULD BE
HIGHER THAN POINT "B"
PLAN VIEW
100°
12" MIN.
DEPTH
A
B AFLOW
W. HARTFORD, CT
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED SITE
IMPROVEMENTS
50 TALBOT LANE
SOUTH WINDSOR, CONNECTICUT
APPLICANT: HOME MARKET FOODS, INC. / 140 MORGAN DRIVE, NORWOOD,
MA 02062 / LHEFFERNAN@CMCDESIGNBUILD.COM / (781) 733-1941
Graphic Scale:
Rev. #:Date Description
KMS
24106501
10/16/24
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
MONROE, CT NORWOOD, MA
SOLLIENGINEERING.COM
DP
AWC
NTS
3.01CONSTRUCTION
DETAILS
PLASTIC SLEEVE OVER 6" SCHEDULE
40 POST - GROUT SOLID
NOTE
SECURE PLASTIC SLEEVE
TO STEEL POST
CONCRETE WASH
PAVING, SEE PLAN
AGGREGATE BASE4'-0"1"4'-0"3"1'-0" DIA. CONCRETE FOOTING
CONCRETE BOLLARD DETAIL
SCALE: NTS
ELECTRICAL, TELEPHONE AND
GAS TRENCH
SCALE: NTS
SPECIAL FOUNDATION, IF ORDERED BY ENGINEER
3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH
DETERMINED BY GEOTECHNICAL ENGINEER IN
PEAT AND UNSUITABLE SOIL AREAS
7" SAND BED FROM
MAIN TO METER PIT
(GAS LINE ONLY) 1'-0"
MIN IN ROCK.
12" SAND COVER
OVER PIPE
METAL STRIPS BURIED 12"
ABOVE P.E. PIPE EVERY 5' & AT
BENDS (GAS LINES ONLY)
MARKING TAPE BURIED OVER
ELECTRIC AND TELEPHONE
CONDUITS
TRENCH WIDTH: 1'-6" (GAS) 1'-0"
ELECT., TELE. AND CATV. 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'-6" (FOR GAS)3'-0" (FOR ELECT.)2'-0" (FOR TEL. & CATV)4" TOPSOIL
IN EARTH IN PAVEMENT
SEE DETAIL FOR PAVEMENT
SECTION
GRAVEL OR CRUSHED STONE BED
RESTORE TO ORIGINAL CONDITION
TOP SOIL (6"MIN)
GENERAL BACKFILL
THOROUGHLY
COMPACTED
TOP OF PIPE
4"
4"
4"-5"
12"
6"
4"4"
IN ROCK IN EARTHHORIZONTAL LIMIT OF PAYMENT
LINE IN ROCK 6" BELOW PIPE
NO ROCK SHALL BE CLOSER
THAN 4" FROM OUTSIDE OF PIPE
SELECT MATERIAL
THOROUGHLY COMPACTED
VERTICAL LIMIT OF PAYMENT LINE
IN ROCK SEE SECTION (T) ITEM 3.7
GRAVEL OR PROCESSES AGGREGATE
PAVEMENT PER TOWN
REQUIREMENTS
IN PAVEMENT IN GRASS AREAS
TYPICAL WATER TRENCH DETAIL
SCALE: NTS DETAIL PROVIDED BY AQUARION WATER COMPANY
PERMANENT PAVEMENT
PATCHING DETAIL
SCALE: NTS
TYPICAL SANITARY SEWER
TRENCH SECTION
SCALE: NTS
TYPICAL CLEANOUT
SCALE: NTS
DOWNSPOUT CONNECTION DETAIL
SCALE: NTS
NOTE:
1.INJECTION MOLDED FITTINGS
ARE AVAILABLE IN TEES, WYES,
REDUCERS, 45° BENDS AND
BELL/BELL COUPLERS.
2.WATERTIGHT (WT) JOINTS
SHOWN. SOIL-TIGHT (ST)
FITTINGS ARE ALSO AVAILABLE.
FINISHED GRADE
NYLOPLAST CLEANOUT
END CAP ADJUST GRADE
PER ENGINEERS PLAN
BUILDING FACE
INSERT INJECTION
MOLDED, GASKETED
SPIGOT BY BELL REDUCER
INJECTION MOLDED
WT 45° WYE
INJECTION MOLDED
WITH 45° BEND
GASKETED
CONNECTION
INJECTION MOLDED
WT TEE
INJECTION MOLDED
WT 90° BEND
HDPE PIPE (TYP)
STORM / SEWER TRENCH SECTION DETAIL
SCALE: NTS
UNDISTURBED OR
SUITABLE
COMPACTED MATERIAL
3/4" CRUSHED STONE
TO TOP OF PIPE
(SEE NOTE BELOW)
FINE GRAVEL OR COARSE
SAND PLACED AND
COMPACTED IN 6" LAYERS
PROCESSED STONE OR
GRAVEL AS ORDERED BY
ENGINEER
EXISTING PAVEMENT
PAVEMENT REPAIR AS
REQUIRED BY LOCAL
AUTHORITY
4" LOAM, FERTILIZE &
SEED WITH GRASS AND
MULCH
UNDISTURBED MATERIAL
SUITABLE BACKFILL
PLACED AND COMPACTED
IN 6-INCH LOOSE LIFTS
EXISTING GRASS AREA
UTILITY IDENTIFICATION
TAPE (NON DETECTABLE)
FILTER FABRIC WRAPPED
AROUND CRUSHED STONE
BEDDING. (12" MIN.
OVERLAP)24"O.D6" MIN. IN EARTH
12" MIN. IN ROCK
PROPOSED STORM/SEWER
PIPE
12"O.D.12"
TRENCH WIDTH =
MIN.MIN.
24" + NOMINAL PIPE
DIAMTER (36" MINIMUM)
NOTES:
·SUITABLE BACKFILL TO BE COMPACTED TO 95% MAX. DRY DENSITY IN
LIFTS (6" TYPICAL) PER ASTM Δ1557/AASHTO T-99.
·SPECIAL FOUNDATION MAY BE REQUIRED AS DIRECTED BY CIVIL
ENGINEER IN AREAS OF PEAT OR UNSUITABLES.
·TRENCH SUPPORT SYSTEMS TO BE USED PER OSHA STANDARDS.
1 11/05/24 REVISED PER PLANNER COMMENTS
8' HIGH CHAIN LINK FENCE W/ PRIVACY SLATS DETAIL
SCALE: NTS
10'-0" O.C. (MAX.)
2.875" O.D. GALV.
CORNER POST
1.66" O.D. GALV.
BRACE RAIL (AT
END POSTS AND
GATE POSTS ONLY)
3
8" DIA. GALV.
TRUSS ROD (AT
END POSTS AND
GATE POSTS ONLY)
CONCRETE
BASE (TYP.)
7-GAUGE GALV.
BOTTOM
TENSION
WIRE (TYP.)
2"
12"36"9-GAUGE FABRIC
2" MESH WITH BLACK
VINYL PRIVACY SLATS
2"8'-0" FABRIC HEIGHT2.875" O.D. GALV. PULL POST
1.66" O.D. GALV. TOP RAIL2.375" O.D. GALV.
LINE POST
Appl #24-40P, Home Market Foods Site Plan Modification
11-12-24
Planning Department Report
1. Request for site plan modification to construct a 4,722-sf wastewater building,
on property, and associated equipment, located at 50 Talbot Lane, I zone.
2. The applicant’s narrative describes the specific scope of the work proposed.
3. The proposed facility is a blocked building with no roof, 28 feet high, and will
be painted to match the existing building.
4. Additionally, the proposal includes two 25-foot-high storage tanks at the
western side of the entrance and four oil tanks, 30 feet in height, on the westerly
end of the building (four tanks already exist along up against the building).
Other equipment (four 14-foot-high boilers) are proposed within a fenced/
screened area.
5. This area of the site was not originally approved for any site parking and the
applicant intends to eliminate any spaces in the front.
6. There is existing mature landscaping that currently provides screening of the
outdoor equipment. The applicant has provided some pictures from Talbot Lane
ROW showing the area.
7. There are regulated wetlands on the property, however he works proposed is not
near wetlands, so no permit was required.
8. The site is served by public water and sewer. Water Pollution Control Authority
approval is required for the facility.
If this application is approved, there are no other approval modifications requested.
5
30
25
50
290
310310310
319
310
310
310
310
274
310
310
310
310
310
310
310
310310
310
310
310
310
310
280
310
310
310
310
330
310
310
310
310
310
310
µ1 inch = 100 feet
The information on this map is from a computer database accessed using a Geographic Information System (GIS). This is not a surveyproduct. The data provided on this map are provided for informationaland planning purposes only. The Town makes no claims or guaranteesabout the accuracy or currency of the contents of this map and expresslydisclaims liability for errors and omissions in its contents. Unauthorizedattempts to modify any information shown on this map or utilize thismap for other than its intended purposes are prohibited. Each user of thismap is responsible for determining its suitability for his or her intendeduse or purpose. In no event will the Town of South Windsor be liable forany damages, including loss of data, lost profits, business interruption,loss of business information or other pecuniary loss that might arise fromthe use of this map or the information it contains.
Appl 24-40P, Home Market Foods
PLANNING BEFARTMENT
CERTIFIED MAIL #7022 2410 0000 6508 81 19
November 13.2024
Luke Heffemam P.E.
CMC Design Build,Inc.
859 Willard Street
Quincy,MA 02169
Dear Mr.Heffeman:
Re:Appl.24—40P Home Market Foods.Inc.Site Plan Modification
We are pleased to advise you that the Planning &Zoning Commission voted on
November l2,2024 to approve with modifications the above referenced application.
This approval is for a site plan modification to construct a 4,722 sf waste water building,
on property located at 50 Talbot Lane.I zone.as shown on plans prepared by Solli
Engineering.Project No.24106501 dated September 30,2024 and as revised November
3,2024.This approval is subject to the following modifications:
ll Prior to commencement of any site work.a meeting must be held with Town Staff
2.No building permit will be issued until the final mylars have been filed in the Town
Clerk’s office.
3.An as—built plan is required prior to issuance of a Certificate of Occupancy perSection9.l .3 ofthe Zoning Regulations.
4.All plans used in the field by the developer must bear the stamp and authorized
signature ofthe Town of South Windsor.
5.This approval does not constitute approval of the sanitary sewer.which can only be
granted by the Water Pollution Control Authority.
6.NO building permits will be issued until the Office 0f State Traffic Administration
certificate has been issued (per CGS §l4-3l l).
7.The building street number must be included on the final plan.8.Pavement markings must be maintained in good condition throughout the site drives
and parking areas.
9.All free-standing signs and/or building signs require the issuance of a sign permitbeforetheyareerected.
10.The PZC recommends the Water Pollution Control Authority ensure odor control for
the facility is adequate.
Black and white transparent mylars of Sheet #2.]l with the above modifications.together
with three print copies of the entire set of plans with live signatures and raised seals
(including architectural elevations and landscaping plans).must be submitted t0 this
Commission to be stamped and signed.The letters ofapproval ofthis Commission must
be reproduced on the mylars.
1540 Sullivan Avenue,Suuth Windsur,CT 06074 i Tel (860)544-2511 Ext 2329 i Planning@SnuthWindsnr-Ci.guv
After the mylars have been signed by the Commission.they will be returned to you for
filing in the Office ofthe Town Clerk.After filing these plans,a copy ofthe receipt must
be submitted to the Planning Department.
Sincerely,
arm/(Mme
Stephen Wagner.Chairman
Planning and Zoning Commission
SW/js
cc:Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
/