HomeMy WebLinkAbout23SITE9 125DepotRd Phase3C PlanSet Rev101023Date
Version
Scale
Alfred N. Kovalik, PE, LEP, LEED AP License NO.DATE
19765 04 September 2023
Gateway Uncasville Marine Materials
Transloading Site
125 Depot Road
Uncasville, Connecticut
Prepared for KKSH2, LLC (M3) Town of Montville Planning and
Zoning Commission Submission
1 Title Page
2 Site Rendering
1/3 Record Drawing As-built (December 2022)
4 Operations Plan
5 Erosions & Sedimentation Control,
Spill Prevention and Safety Plan Detail
6 Traffic Plan Detail
7 Lighting and Signage Plan Detail
8 Details
Sheet Index
KKSHS, LLC
3 Wilderness Drive, North Branford, CT 06471
Attn: Alfred Kovalik (203) 858-4034
Applicant
Operator
Marine Materials Management, LLC (M3)
47 Oswegatchi Hills Road
Niantic, CT 06357
Attn: Alfred Kovalik (203) 858-4034
Uncasville, LLC
1515 Des Peres Rd, St. Louis, MO 63131
Property Owner
Gateway Montville, LLC
125 Depot Road, Montville, CT 06382
Attn: Greg Baribault (203) 895-6367
Property Lessee
boundaries, LLC
Griswold, CT
Site Civil/Surveyor
F.A. Hesketh and Associates, Inc.
East Grandby, CT
Traffic Engineer
Tipping Point Resources Group, LLC
New Haven, CT
Sediment Management Consultant
October 10, 2023
1.5
N/A
Gateway Uncasville Marine
Materials Transloading Site
SIGNATURE OF CHAIRMAN OR SECRETARY DATE
"APPROVED BY THE MONTVILLE PLANNING AND ZONING
COMMISSION"
01
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Splash GuardSecondary Spill Containment(Deployed Immediately Prior toProject(s) start)Outfall #4Outfall #3Outfall #2Existing RipRap SwaleExisting HydroworksHydrostorm 108'x20' Cargo Box with55-Gallon EmergencySpill Kit and E/S SuppliesOffice Trailer withFirst Aid SuppliesExisting HydroworksHydrostorm 6Existing Rip Rap Swale8'x20' Cargo Box with SpillContainment SuppliesCementSilosPortland CementBatch PlantFrac TankAbove-GroundStorage TankExisting ConcreteBlocks to RemainExisting CatchBasinMi
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1 Secondary Spill Containment(Deployed as Needed)Rip Rap Stone(Anti-Tracking)Pipe per RoutingDetails on Sheet 8DateVersionScaleAlfred N. Kovalik, PE, LEP, LEED APLicense NO.DATE1976504 September 2023GRAPHIC SCALEOctober 10, 20231.71"=40'LegendGeneral Notes:Erosions & Sedimentation Control,Spill Prevention and Safety Plan DetailBest Management Practices1) Housekeeping2) Hay bales and silt fence3) Separators4) Collecting Stormwater that goes into binsNo increase in impervious areaNo change in the gradesStormwater and water inside basins to becollected into 20k Gal frac tankWaddlesSubdrainage Basins Onsite perBoundaries 2022 Survey1)Stormwater Management Report, prepared by Boundaries, LLC dated May2022.2)Work to be performed in North Subarea 1, Middle Subarea 1 and CBE Subarea. 3)No increase in impervious areas are proposed. 4)Stormwater runoff from within 24,407 square feet of Storage Bins will becollected and diverted to storage in an onsite 21,000 gallon capacity frac tank.Stormwater will be recycled and used for process water in stabilizationtreatment.5)Outfalls 2, 3 and 4 to be protected with existing HydroStorm units for sedimentcollection. Monitor and maintain according to manufacturerrecommendations. Catch basin inserts for sediment control shall be installedand maintained during active material handling.6)Protect swale and down hill areas as shown using 6-inch diameter hay waddles,or equivalent.7)Deploy 8 inch high secondary containment in transloading areas on dock andramp.8)Deploy Best Management Practices for material handling onsite to minimumspillage. - Inspect and collected spilled sediment minimally daily and more frequentlyduring rain events.- Storage bins will be maintained with a minimum of 1-foot freeboard.9) The E&S controls shall include protection of catch basin inlets, riprap swales,drainage inlet units. Access to the catch basins and hydrodynamic separatorsmust maintained to be free and clear. Contractor to place additional waddles asnecessary along the perimeter of the site.Stormwater Analysis and Narrative05Additional Details on Sheet 08Note:
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Thames River
Thames RiverN/FComstockCemetery
TSPEmployee &Vistor VehicleParkTruck LoadingTruckUnloadingTri-axle Trucks loadedwith Engineered FillProduct for Off-SiteDateVersionScaleAlfred N. Kovalik, PE, LEP, LEED APLicense NO.DATE1976504 September 2023October 10, 20231.51"=40'LegendDescription:Traffic Plan DetailOnsite Heavy Equipment Triaxle Offloading and Transfer Option(Water-tight trucks to be fitted with noise reducing impact damper on tailgates)Onsite/Offsite Vehicle Transportation RouteMaintain Access To/From Equipment and Supplies0622 Ton Tri-Axle Dump Trucks will transport engineered fill off-site via Depot Rd. Trucks willenter the property via Depot Road and continue east to the designated queueing area.Trucks will then proceed to the South side of the Engineered Fill Storage Area to be loadedby a Material Handler. Loaded trucks will exit the property West-bound via Depot Rd.GRAPHIC SCALE
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~N/FCentral Vermont(Genesee & WyomingRail Road Services)Depot Road
Thames River
Thames RiverN/FComstockCemetery
1DateVersionScaleAlfred N. Kovalik, PE, LEP, LEED APLicense NO.DATE1976504 September 2023GRAPHIC SCALEOctober 10, 20231.61"=40'Lighting LegendGeneral Notes:Lighting and Signage Plan DetailEmergency Lighting with Backup PowerVertical Mast Lighting Tower (typ, 6kW - Diesel)Vertical Mast Lighting Tower (typ, 6kW - Diesel)07All lights shall be directed downward to work area, minimizing spill and disruption toneighboring properties.Lights shall be used as necessary during permitted working hours only.1Signage Legend
N/FCentral Vermont(Genesee & WyomingRail Road Services)
Thames River
Thames RiverAA'BB'C1'C1D1D1'SECTION A-A'SECTION OF CURING BINSDETAIL ADETAIL BDETAIL CSECTION B-B'SECTION OF MIXING BINSSECTION OF LOADINGMIXING BIN 1SECTION C1-C1'SECTION D1-D1'OFFLOADING SOUTH DOCK AREADateVersionScaleAlfred N. Kovalik, PE, LEP, LEED APLicense NO.DATE1976504 September 2023October 10, 20231.61"=40'General Notes:Plan Details08GRAPHIC SCALEPARTIAL PLAN - SECTIONS