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HomeMy WebLinkAbout18-33P Electro-Methods Site Plan Mod TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION 0 , APPLICATION FORM REGE E Application Number: Lg z �-�� �= Official Receipt Date: JUN 1 2 Z0 ( ,� Munis Application #:4®P f�00 F'75 gpuTH WINDSOR PLANNING D r-= APPLICANT: �� v"Ji cam' { ram" tZ, �lC t� i+�i�� ' ;-�t��"i�i•� PROJECT NAME: 'l•E COMPLETE LOCATION OF PROPERTY: 511 OWNER OF RECORD ON LAND RECORDS: 4--. C- uac)"I*S'Ve--A-A-A"CaDj LC OWNER ADDRESS: 33c, au iEp- ty � ,':- _4�.�a�.a� [ 'c_ C.:7 GIS PIN # G2 1 f. 0 7) ZONE ' NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: !t 7 Q lj tea/ i ! � k`. �� h C-C'o [o q D V3 Estimated presentation time:aL"+-3. THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) Site Plan of Development ❑ New �, Modification Building(s) Sq Ft ❑ General Plan of Development ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing Required) for ❑ Temporary and Conditional Permit Renewal for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) PLEASE NOTE: An Application Pending Sign is required to be. ted on the proverty for all applications ten (10) days prior to b#jig heard by the Commission. Signature of Applic Signati4repf Proper Owner Print Name of Applicant Print Name of Property Owner Revised 1/9/2017 TOWN OF SOUTH WINDSOR CHECKLIST RiEQUIRED INFORMATION FOR SITE PLANS APPLICANT k 1,� PROJECT NAME l4L`J'� ; 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 t� 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 f, requirements, etc. b. Outline of buildings f c. Layout of streets .�` d. Surrounding property boundaries within 500 feet e. Names of abutting property owners N �• 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 1 d 3. Architectural Elevations: See attached checklist for Architecture and Design / Review. ✓ 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) y e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement v 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. J/ 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 v� b. Curb Lines and pavement width, sidewalks c. Existing and proposed sanitary sewers 2 d. Existing and proposed water and all existing utilities 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 ✓lam 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 attached guidelines 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 3 c. Sight line at driveway &street intersections 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. µlb- 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. PAk 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 V n Print Name W:\Planning Admin\Forms\Check Lists\Site Plan Checklist.doc February 2002; Rev. 4-04 4 i DRAINAGE REPORT Electro-Methods Inc. 519 Nutmeg Road North South Windsor, CT June 14, 2018 Prepared by: PDS Engineering& Construction Inc. 107 Old Windsor Road Bloomfield, CT 06002 f Project Electro-Methods Inc. proposes to construct a 75,394 S.F. addition to their existing facility at 519 Nutmeg Road North in South Winsor,CT, The proposed stormwater management system includes a series of StormTech storage chambers,to collect the roof water runoff and recharge the groundwater,and a Rip- Rap Level Spreader to collect the proposed parking lot runoff prior to entering the existing drainage ditch along the southerly property line. The report evaluates pre and post stormwater runoff,the required Water Quality Volume(WQV),and capacity for of the proposed StormTech storage chambers. Property The subject parcel consists of approximately 8.70 acres.The site contains existing buildings facing Nutmeg Road North and associated paved and concrete parking and loading areas. The proposed project area is approximately 3.18 acres on the back third of the property, behind the existing structures.The area is gravel with a series of yard drains that are piped and outlet into the existing drainage ditch along the southerly property line. Summary Existing Site Runoff= 19.19 CFS Proposed Site Runoff=19.20 CFS Total direct runoff to the existing drainage ditch=19.19 CFS Total direct runoff to the existing drainage ditch=8.15 CFS Area#1 roof runoff to proposed StormTech Chambers= 11.05 CFS(groundwater recharge) Conclusion This report demonstrates that,with the addition of the underground storage chambers,the proposed development will,result in a net decrease of runoff to the existing drainage ditch.Therefore,the proposed,develop.ment will not adversely impact downstream properties, DRAINAGE STUDY I. EXISTING DRAINAGE AREA SITE RUNOFF A. Existing Drainage Area 1. Drainage Area.=3.18 acre 2. Coefficient of Runoff=.90 3. Time of Concentration Description of Flow Scope Length Velocity Travel Time Gravel Lot 1% 120ft. 1.5 fffsec 80 sec. T,=80f60= 1.3 min. C25=7.1 in/hr 4.Peak rate of runoff Q=CA 25 year=(7.1) (.85) (3.18)= 19.19 CFS 11. PROPOSED DEVELOPMENT DRAINAGE AREAS SITE RUNOFF A. Proposed Drainage Area##1 I. Drainage Area 1.73 acre 2. Coefficient of Runoff=.90 3. Time of Concentration Description of Flow Scope Length Velocity Travel Time Building Roof 2% 132f1. 2.8 fl/sec 47.14 sec. T�=47.14/60 .78 min. C25=7.1 infhr 4. Peak rate of runoff Q=CA. 25 year=(7,1)(90)(1.73)= 11.05 CFS B. Proposed Drainage Area#2 1. Drainage Area=0.33 acre 2. Coefficient of Runoff=.48 3. Time of Concentration Description of Flow Scope Length Velocity Travel Time Lawn 1% 27ft. .75 ft/sec sec. Te=29/60= .48 min. C25=7.1 in/hr 4. Peak rate of runoff Q=CiA, 25 year=(71)(48) (.33)= 1.12 C:FS C. Proposed Drainage Area#3 1. Drainage Area.=0.28 acre 2— Coefficient of Runoff= .85 3. Time of Concentration Description of Flow Scope Length Velocity Travel Time Gravel 1% 40ft. 1.5 ftisec 26 sec. T,=26/60= .44 min. C25=7.1 in/hr 4. Peak rate of runoff Q=CA 25 year=(7.1) (.85)(.28)= 1.67 Cl~S D. Proposed Drainage Area#4 1 Drainage Area=0.84 acre 2. Coefficient of Runoff= .90 3. Time of Concentration Description of Flow Scope Length Velocity Travel Time Pavement 1.6% 60ft. 2.6 ft/sec 23 sec. Tc=23/60= .38 min. C25=7.1 in/hr 4. Peak rate of runoff Q=CiA 25 year= (7.1) (90) (84) _5.36 CFS StormTech Storage Storage Chamber Design Storage Total Required Storage Capacity= 11.05 CFS (roof area#1 Storage Volume= 1/2 (3) (60 sec)(5 min) (11.05 )=4972 cu/ft SC-740 StormTech w/ 12" Stone=81.7 cu/ft per unit. 4972/81.7= 61 Units Required 68 Units Provided= 5555 cu/ft storage capacity Calculate Water Quality Volume Project Area A=3.18 acres 1 2.88/3.18 = .90(90%) R=0.05 +0.009 (90)= .86 WQV (1') (.86)(3.18 )/ 12 = .23 acre/fl Actual Proposed Volume; Level Spreader= 16 sf x 2901f=4640 cu/ft StormTech Chambers= 5555 cu/f1 040+55.55 = 10,195 cu/ft =.23 acre/ft w.n.r xw aww rw ror¢ 4 Yam" �(PP n` rI1AL♦ �' g aoonrw-rtNess w \ A Ab rwor.israa ca,.xn ownenrt rera /�� rrMm r Y'.'zaa �R"°' \ a r wr i' mm J. iesr.r.a ,.n sr MRsm',n.9r naovossu aoonrow-nusEt �; C ids rrmi.nami.� %� xvam . A• aou•wrr.wa.rc AM �i rr m°�'r w�iv'�0ioi1O1'a'w'm" <, .n.m •r.•» i � riusrwo wau«+ Y uwF��W0 r� �•� i' /' RN.M:TS1p ' YrACOS / a iwTErsuirrEw"f wa¢ ouR wwr<a..rr au•w rerz ///,R:j r-w wa w.mi •vvc � � .2 4� m:�AAY � • � \ P EA )NG ARA/NAK AREA MAP rso RA WM,, ANC r BB amr m.r xw Bua w .,.,�y�, .rtw as.rnw our urt leas / v°n*10 AOurtprl•nN Z L L >/ umn n Y BML FL:t4M YRr laa< v Oa31 B /. Y.-D n)' P�POSED.Mpt10M.PFNSEI �' ® l.s1B 9F M, , FN.PLRT,sI.1] -4 NJ.9 E6f.WbCII R (gyp f1�wM>o-t.iAlC[4WaA1 R'n �s Pjpg)yp y� - bl tY Slu[saBMb PNFLitr3S0 ` u�w�arooic nB° T"._.. �(c9myp�pm �,I alAo°aP ;M / �vvN.b ILY,r nlaLlml Y .i INTERYITIENT WA �WRSE \ \ J// ' l/ B )M�t PAOOOSM r_ NACE AREA MAP NIP PP° RA YVON MJC B o aearr ess �\ PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: June 13, 2018 TO: Matt Galligan, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Chris Dougan, Heather Oatis, Kevin Cooney, Tony Manfre, John Caldwell, Andrea Confrancesco, Chris Duchesne, Vincent Stetson FROM: Michele Lipe, AICP, Director of Planning The Planning &Engineering Departments have received plans for the following projects: Appl 18-33P, Electro-Methods Site Plan Modificaiton Location: 519 Nutmeg Road ® Site Plan ❑ Subdivision No. Acres 8.7 Zone I ® Industrial ® Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: New 76,000 sf industrial building Future Town-owned property involved? ❑ Yes ®No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 6/22/18 and return to the Planning Department. tO�N Sfq F To� as-ou� V&Uaot � U we 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 OR•c° TELEPHONE (860) 644-2511 June 13, 2018 PDS Engineering 8v Construction Bill Jodice 107 Old Windsor Road Bloomfield, CT 06002 Dear Mr. Jodice: RE: Appl. 18-33P, Electro-Methods Inc. - request for a site plan modification for a 752394 sf new industrial building (two phases), on property located at 519 Nutmeg Road, I zone Please be advised that the Regular Meeting of the Planning & Zoning Commission in the above referenced matter has been scheduled for Tuesday, June 26, 2018 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. The Regular Meeting will follow the Public Hearing which begins at 7:30 p.m. Someone must be present at the meeting to represent the application. One sign advertising the hearing 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 sign must be posted on Nutmeg Road by Saturday, June 16, 2018. Signs can be obtained in the Planning Department. If you have any questions, feel free to call 860- 644-2511 Ext 253, Monday - Friday, 8:00 a.m. - 4:30 p.m. Sincerely, Lauren Zarambo Planning Department Secretary r MEMORANDUM To: Michele Lipe, Director of Plannning From: Jeff Doolittle, P.E., Town Engineer Date: June 22, 2018 Re: App 18-33P Electro-Methods, 519 Nutmeg Road North have reviewed the plan for the above application and I have the following comments: 1. The site plan does not show any new utilities to the proposed addition, except for a new 8"water line for fire protection. Will there be other utilities to the proposed addition and where will they be located? All new utilities need to be shown on the plan. 2. Clearly show the sidewalks in front of the proposed addition. Any sidewalks adjacent to parking spaces need to be at least 6 feet wide to allow room for overhanging vehicles. There should be accessible ramps with detectable warning strips shown by the handicap parking spaces. 3. Verify that the underground storm water storage chambers (under the parking lot) are designed and built for H-20 loading. 4. Is there a drainage easement or rights to drain to the property to the south? The level spreader and underground storm water storage chambers_both discharge into the drainage ditch on the parcel to the south 5. The underground detention chambers will not drain completely because the outlet pipe elevation is higher than the bottom of the chambers and stone bed. The outlet pipe elevation also appears to be lower than the existing drainage ditch. Check these elevations and revise as needed. Additional underground storage chambers may be needed. 6. Grading should be shown on the north side of the proposed addition, both phase 1 and phase 2. The existing area north of the building is generally flat and slopes slightly toward the proposed building. 7. Why is new bituminous pavement shown on the north side in the area between the existing building and phase 2 of the proposed addition? Why isn't this area lawn as it is not attached to any other pavement? This area is also flat and needs to be graded better. 8. The Town of South Windsor sidewalk detail should be used. The sidewalk detail included is not very clear. 9. The pavement detail should show 8-10 inches of compacted processed aggregate under the 3 inches of pavement, and should specify the subgrade material and minimum thickness. 10.The level spreader detail on sheet C-105 has elevations that do not match those on the site grading and utility plan. They appear to be 100 feet off. r 11.WPCA review and approval of this plan may be required if a new sanitary sewer connection is made to the proposed addition. . Please let me know if you have any questions. 2 S 0'pN Sf4 Town o-P SotdA ?Aad4iat ri N w� 1540 SULLIVAN AVENUE ® SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 CERTIFIED#70160910000098610967 June 26, 2018 Mr. Paul Keller Electro Methods 330 Governors Highway South Windsor, CT 06074 RE: Appl. #18-33P— Electro Methods—519 Nutmeg Rd North Dear Mr. Keller: On June 20, 2018, the Inland Wetlands Agency/Conservation Commission approved Appl. 18-33P, Electro Methods, 519 Nutmeg Rd North -IWA/CC application for the construction of an industrial building expansion, parking, and associated utilities on a portion of land located west of Nutmeg Road North. Industrial (1) Zone, with following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The applicant shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on June 20, 2023. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. A bond of $10,000 for erosion and sediment control installation and maintenance and a bond of $15,000 for installation of the stormwater control measures. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION John T. Phillips, Vice Chairperson cc: Director of Planning Chief Building Official Town Engineer Appl #18-33P, Electro-Methods Site Plan June 26, 2018 Planning Department Report 1. Request for site plan approval to build a 75,394 sf building on property located at 519 Nutmeg Road North, I zone. Phase one is approx. 60,000 sq ft. This is the third building on site. A connection will be provided between the second building and the new facility. The intended use in manufacturing and warehousing. 2. Maximum impervious coverage allowed is 65%, 64% proposed. The site currently has a large gravel parking area totaling about 70% of impervious coverage. This plan calls for a reduction from the current coverage to 64%. The existing concrete walls around the perimeter of the property will be replaced by an 8 foot high chain link fence. , 3. The parking requirement for all the building and uses on site is 138 spaces. The have shown 100 spaces to be built and show the remaining 38 spaces in reserve. Proposed building height is 24 feet; 40 feet allowed. It appears that all other zoning requirements have been met 4. There are two overhead doors on the south elevation and one on the north side of the building. Landscaping, including trees and shrubs, have been proposed around the new building and in the parking area. 5. New lighting will consist of full cutoff wall paks along three sides of the new building which will illuminate the parking area. 6. There are no regulated wetlands on this lot; however there is a regulated area immediately south of this site. The IWA/CC approved the erosion and sediment control plan on June 20 with the recommendation of a $10,000 bond to ensure compliance with the erosion and sediment control measures and $15,000 bond for stormwater structure installation. 7. The site is served by public water and sewer. Water Pollution Control Authority approval is required. 8. 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NOTETO REVIBWHR: PEX.....__............. ..._...«... ...... s�Md LigbtLaee FmOor time of °""""'"' DL Le D�t tMm�e ) ) t b LIGHTING SOLUTIONS•.•.••••••«.• •oomday'�9 m Ifpmamma TEwx WWE uM1fE1F 10m 6E ••• « •••• •«• • • •• F�arpEopa�mm�O oY m�lL"uu%@ismoQWdmtymhWdaU 1pW N SE4 n 074C S_0� d a ti �0 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 Soe•C0 TELEPHONE (860) 644-2511 CERTIFIED MAIL 7016 0910 0000 98610257 June 28, 2018 PDS Engineering&Construction, Inc. William Jodice 107 Old Windsor Road Bloomfield, CT 06002 Dear Mr. Jodice: Re: Appl. 18-33P,Electro-Methods, Inc. Site Plan Modification, 519 Nutmeg Road North We are pleased to advise you that the Planning & Zoning Commission voted on June 26, 2018 to approve with modifications the above referenced application for a site plan modification. This approval is for a new 75,394 sf industrial building (two phases) on property located at 519 Nutmeg Road North, I zone, as shown on plans prepared by PDS Engineering & Construction, Inc., dated June 12,2018 as revised. This approval is subject to the following modifications: 1. 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. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of$10,000 to ensure compliance with the erosion and sediment control measures and$15,000 to ensure establishment of storm water system. 4. A landscape bond in the amount of$3,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. . 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. Engineering comments dated 6/22/18 must be incorporated into the final plans. Black and white transparent mylars of Sheet #'s C 101 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 to this Commission to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission and the Water Pollution Control Authority must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, C Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz Cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal BOND TFZANSMITTAL DATE: August 21, 2018 APPLICANT NAME Electro-Methods, Inc. ADDRESS P.O. Box 54 330 Governors Highway South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT 519 Nutmeg Road North SUBDIVISION P&Z OR IWA/CC APPLICATION NUMBER 18-33P AMOUNT & TYPE OF BOND $ 25,000 Total (E&S Bond $10,000 + Stormwater Bond $15,000) CHECK NUMBER 122573 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 8/21/18 NAME DATE PROCESSED BY FINANCE NAME DATE SUB ACCOUNT NUMBER o2 0 0 MUNIS APPLICATION 201800975 WAPlanning Admin\PZC\Bonds\2018 Bonds\18-33P ElectroMethods BondTrans.doc PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 08/21/18 CUSTOMER#: 000630049 TIME: 14:38 ELECTRO-METHODS INC CLERK: laurenlz RECPT#: 20902694 PREV BAL: TP/YR: MS/2019 AMT PAID: 25000.00 BILL: ADJSTMNT: EFF DT: 08/21/18 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 25000.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 25000.00 AMT APPLIED: 25000.00 CHANGE: .00 PAID BY: ELECTRO-METHODS INC PAYMENT METH: CHECK PAYMENT REF: 122573 SOWN Sf, o-P south ?d&U&0_t a y 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 soa.CO TELEPHONE (860) 644-2511 August 24, 2018 PDS Engineering& Construction Kevin Jodice 1007 Old Windsor Road Bloomfield, CT 06002 Dear Mr. Jodice: Re: Preconstruction Meeting for Appl. 18-33P,Electro-Methods, Inc., 519 Nutmeg Road IN ATTENDANCE Name Company E-MAIL Phone number Michele R. Lie SW Planning michele.li e southwindsor.or 644-2511 x252 Bernie Drabek SW Engineering bemard.drabek southwindsor.or 644-2511 x241 Walter Summers SW Fire Marshal walter.summers(& outhwindsor.or 644-2511 x217 Christopher Duchesne SW Police Dept. christo her.duchesne southwindsor.or 860-648-6273 Kevin Jodice PDS kevinj@pdsec.com 860-978-6251 Dan Collins PDS danc dsec.com 860-690-8712 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out duringconstruction. Call Jeffrey Folger, Senior Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction at 860-644-2511 Ext. 229. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to Nutmeg Road North. Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work on site with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Placement of bituminous concrete,two (2) inch layers maximum 3. A street cut permit is needed for both the water and gas connections/services in Nutmeg Road 4. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company 5. Certification of all products used -- storm pipe, structures, pavement, oil/grit separator and sewer grinder pump system shall be presented to the Town Engineer prior to installation. 6. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 7. An as built plan will be required for the improvements to the site. A separate as built plan will be required. 8. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 9. All pipe and structures to be backfilled with free draining material compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 10. Any problems and/or questions regarding construction of this project will be directed to Dan Collins in the field at cell phone 860-690-8712. 11. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 12. Job meetings will be held as needed, and can be called by the developer or Town. 13. Seventy-two (72) hours' notice needed for a certificate of occupancy inspection. An Engineering C.O. inspection fee of$60 and a Zoning Compliance C.O. inspection fee of$30 are due at that time. 14. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on a change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 15. Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday. 16.No paving after October 15 or before April 15 without written approval from Director of Public Works. 17. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 18. Any unfinished site work will be bonded prior to Engineering and Planning Department sign-offs for a Certificate of Occupancy. . Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Department. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. Mylar to go on file prior to issuance of building permit. 3. Sign permits are required for all temporary and permanent signs. Utilities 1. Contact utilities for coordination of utilities connection. Fire Marshal (Commercial Facilities) 1) Documents—Complete set of stamped plans with the following: a. Plan review paid b. Code information sheet c. Exiting plans with travel distances d. Wall types e. Door schedule f. Mechanical,Electrical,reflected ceiling g. Fire alarm h. Basic sprinkler layout ** PLAN REVIEW COULD TAKE 30 DAYS FOR APPROVALS ** 2) Inspections: a. Above ceiling b. Penetrations and separations c. Sprinkler system A. Hydraulic calculations and cut sheets B. Underground flush and hydrostatic test C. System hydrostatic test D. Main drain test/inspectors test E. Outside bell F. NFPA 13 paperwork d. Fire Alarm e. Emergency lighting test f. Final Inspection ** PLEASE NOTE THE FOLLOWING" 1. Consulting inspection will be welcomed 2. Multiple inspections can be done on the same day 3. Stocking/addition of fixtures to occupancy will only be allowed if the life safety systems are on line. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings,which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly youxg, 2ele R. Lipe,AICP Director of Planning MRL/llz cc: Jeffrey Doolittle, Town Engineer Bernie Drabek, Engineering Inspector Michael Gantick,Public Works Christopher Dougan, Chief Building Official Tony Manfre, Superintendent of Pollution Control Walter Summers,Fire Marshal Utilities PRECONSTRUCTION MEETING SIGN —IN SHEET (please print clearly) s s =tea .> u a .%, ' � «, R r„.,....��1 �fi,x:�:.:4i N<,-r<i ruw,:" rzr'• 4,,: -a s: ,.; u.. yqtl...:>;-s,r S a' -m'. �'a ':s.^:,i,-.i n< < ,!:' < i �''� -"' - '1`.,t w '�iG. 4u-,P�' : ,t;om FFi=!. t, � 7P..c '�is ✓1.�. �!'�.�-�K �'rC� S� i x^ ip, u nti:d f..ilC `t>r�ii. .�,.iar'•`,. iQ-vt..l `J.1�j f t� •.4 S �.c�,2 - � \,.._.�Vic..) �... �.� f (i�s U` c''r L%? �Z �Gi✓ Mrr�a.�� �©Sw fl6o-282—066 r w CA s�.�t woo-