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App 14-02P Folsom Construction
TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM Application Number: RECEIVED Official Receipt Date: `� % Munis ApplicationDEC 2013#: ,3 �� SOUTH WINDSOR PLANNING DEPT. APPLICANT: Folsom Construction, LLC 7; 6 I PROJECT NAME: Folsom Construction COMPLETE LOCATION OF PROPERTY: 595 Nutmeg Road North OWNER OF RECORD ON LAND RECORDS: Waldo Brothers Co. OWNER ADDRESS: 202 South Hampton Street Boston, MA 02118 GIS PIN # 65100595 ZONE [-Industrial NAME, ADDRESS, TELEPHONE &EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Andrew J. Krar, P.E. Design Professionals, Inc. 425 Sullivan Avenue South Windsor, CT 06074 860-291-8755 akrar@dpinc.co Estimated presentation time: 20 min. 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 0 New [✓] Modification Building(s) Sq Ft 18,014+8,425 ❑ General Plan of Development ❑ Dept of Motor Vehicle License -State Hearing per Section 14-55 for ❑ 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 and Certificate of Mailing Required) for ❑ Temporary and Conditional Permit Renewal (Certificate of Mailing Required) 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) *An Applica n Pending Sign is required to be posted on the property for all applications tea (10) days prior to being heard by the Commiss' n. Si tur of ApKcant Sig ature of Property Ow r TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT -foLsot% /�Ot�l�-CRL\L�1c�n PROJECT NAME 4�0L-So1-A �n1S��ucr�vti.� 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. Y_ 1. On each sheet for plans or maps, title block with the following information: X _ a. Name, address and telephone of applicant. _ b. Name, address and telephone number 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 equals 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. _X b. Outline of buildings. x c. Layout of streets. _x d. Surrounding property boundaries-within 500 feet. —X— e. Names of abutting property owners. NA f. Proposed open spaces and recreation areas. x g. Driveway cuts on abutting properties and any properties across from proposed site. _x h. Distance to and name of nearest intersection street. X 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 1 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 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. _ X d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). IVA 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 X 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. IUA h. All open space or other common or public land uses shall be indicated. X i. A-2 certification; P.E./L.S. Seal. -X- 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. X _ c. Existing and proposed sanitary sewers. _ X d. Existing and proposed water and-all existing utilities. 2 X e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. X 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. X 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. IVA 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 attached guidelines. 8. Traffic Report _X_. 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. 3 (P 112 3) Volume 564 Page N° 226 + DRAINAGE EASEMENT n r}!t 1 KNOW .ALL MEN BY THESE PRESENTS, that WALDO BROS. COMPANY of 202 Southhampton Meet, Boston, MA 02113 , for—the consicleration of ONE 1.00 DOLLAR ANp OTHER VALUABLE CONSIDERATIONS, received to its/AcLtAt= full satisfaction of THE TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, do give, grant, bargain, sell and confirm unto the said TOWN OF SOUTH WINDSOR, its successors and assigns forever, a perpetual right to lay, install, maintain, inspect, operate, construct, use, alter, repair, replace, and remove storm water or storm sewer lines, storm water or storm. sewer pipes, or storm water or storm drainage systems and appurtenances thereto, .in, through, upon and over certain pieces or parcels of land -as described in Exhibit A. Within said parcel(s) .described in Exhibit A, the Grantee, Jts=z)fb= successors and assigns, shall have the right to cut (� trees .and bushes as:may be convenient or necessary=V-1 XdXXVV and to. pass and repass with men and equipment, to operate equipment and install materials incidental f to the construction of said .storm water or storm sewer lines,. storm water or storm sewer' pipes, or storm water or storm drainage systems and to excavate and fill,-and, if necessary, to _ alter existing water courses or form embankments over said storm water or storm sewer lines, s.%orm water or storm sewer pipes_, or . storm water or storm sewer 'drainge syaems. The Grantor herein, for itself , its�saCi( successors and.:assigns, shall not erect or allow to be erected any immobile• structures on said easements or rights-of-way .and shall not plant or allow to be planted or grown any trees thereon or perform any work thereom'w:ithin said easements or rights-of- way which. may endanger or',,14terfere with said line, pipe or drainage systems.' The Grantor;:'herein for.-itself; its successors and assigns,- reserves the, -xight to itself successors and:assigns, to continue to use the land within which the aforesaid g.at§ements or rights-of-way -have been. granted for any uses and putposes which shall not in any way i-nterfere with the use thereof?liy the Grantee, its 'successors and. assigns, in fulfilling the purpose for which these,easements or 'rights-of-way are granted. The'-+Grantee hereby further reserves the right to connect into said storm water, or stormsewer, etc.;system_...... The Grantee herein,jor itself, its successors :and assigns, agrees to restore and maintain said pr(-mises in their original condition as nearly as possible commensutate .with the above use upon the. completion of any maintenance, `operation, construction, replacement or repair work in said easement or right-of-way areas. s - Book:564,Page:226 (P 3) • fVolume 564 Page N° 227 40. The Grantee agrees to hold the Grantor, its successors and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. IN WITNESS WHEREOF, the Grnator has hereunto act its hand and seal this 13TIl day of July , 1989. i Signed, sealed and delivered GRANTOR: WALDO BROS. COMPANY in the presence of: Paul L. Driscoll, �'' Ies President ent or' om sini I STATE OF MASSACHUSETTS) Boston ) sq. COUNTY OF Suffolk ) ; on this 13M day of July , 1989. before me, Roger K. .N orthen , the undersigned officer, personally appeared Paul B. Colgan,, President of Waldo Bros. Company, known to me (or satisfactorily proven) to be the President of Waldo Bros. Company, and to be the person whose name is subscribed to the within Instrument and acknowledged that he executed the same for the purposes,. i contained therein. Commissioner of the Superior Court Notary Public my commission expires: ROGER K.WORTHEN MY COMMISSION V PUV3 SBPTFfdBPR 4,19iQ 40 i { F t {. Book:564,Page:226 (P�g �a� 3) Volume 564 Page N° 228 . SCHEDULE A A certain piece or parcel of land noted "DRAINAGE EASEMENT TO THE TOWN OF SOUTH WINDSOR" as shown on a map or plan entitled "DRAINAGE EASEMENT THRU LAND OF WALDO BROS. COMPANY, SCALE: 1" - 401, DATED 5/10/89, SHEET 1 of 1" prepared by the Town of South Windsor Engineering Department, 1540 Sullivan Avenue, South Windsor, Connecticut 06074, and being more particularly bounded and described as £ollowsa Commencing at a point on the Westerly Street Line of Nutmeg Road North said point being the Southeasterly corner of the property of Waldo Bros. Company and the Northeasterly corner of property now or formerly of Andre L. Charbonneau and Clarence W. Welti; proceeding I along the aforementioned property line N 660-58'-20" W a distance of 300.00 feet to a point; thence N 23"-011-40" E a distance of 25.00 feet to a point; thence S 66°-58'-20".E a distance of 296.85 feet to a point; thence S 15°-24'-30". W a distance of 25.22 feet along the Westerly street line of Nutmeg Road North to the point or place of beginning. The above described parcel contains 0.171 acres, more or less. pEOD TO FOR RE0OFtD— AT RECOROEO IN SOUTH :L6 By RE A9SISTAtf TOM CM t Book:564,Page:226 PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 12/18/13 CUSTOMER#: 000000000 TIME: 14:57 CLERK: laurenlz RECPT#: 20680738 PREV BAL: TP/YR: MS/2014 AMT PAID: 720.00 BILL: ADJSTMNT: EFF DT: 12/18/13 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 720.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 720.00 AMT APPLIED: 720.00 CHANGE: .00 PAID BY: FOLSOM CONSTRUCTION PAYMENT METH: CHECK PAYMENT REF: 3679 Page 1 of 1 Lipe, Michele From: Peter DeMallie[PDeMallie@designprofessionalsinc.com] Sent: Wednesday, December 18, 2013 7:43 AM To: Lipe, Michele Cc: Ben Wheeler; Anne DeMallie; Andy Krar; Judy Schuler; Larry Geissler; Wayne C. Gerlt Esq. Subject: Fwd: Authorized Agent Sent from my iPhone Begin forwarded message: From: Brenda Colgan<bcolgan(�waldobros.com> Date: December 17, 2013 4:26:24 PM EST To: Peter DeMallie<PDeMallie cr desiprofcssionalsinc.co:m> Subject: Authorized Agent To Whom it may Concern: With respect to 595 Nutmeg Road North, I hereby authorize Peter R. DeMallie of Design Professionals,Inc. to act as my agent and to execute IWA,WPCA & PZC applications being filed on behalf of Folsom Construction. Sincerely, Brenda Colgan Waldo Brothers Company (owner of subject property) 12/18/2013 P.O.BOX 1167 425 SULLIVAN AVENUE ® SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 ® FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS/SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut; Massachusetts, Rhode Island a s ® December 17,2013 ® Re: Folsom Construction ® Inland Wetlands&Watercourses/Planning&Zoning Applications 595 Nutmeg Road North e ® Dear Abutting Property Owner: In accordance with Section 7.3b of the"Town of South Windsor Inland Wetlands,Watercourses,and Conservation Regulations",we are required to notify you that an application has been filed on the property abutting yours and is ® subject to a hearing by the Inland Wetlands Agency/Conservation Commission.The application and plans are on file ® with the South Windsor Planning Department. ® As an abutting property owner you are invited to the hearing to ask questions and/or give comments,however,you ® are not required to attend.You may also submit written comments regarding the application prior to the hearing if ® you so desire. For further information regarding the specific date this will heard please contact Jeff Folger, ® Environmental Planner/Conservation Officer, Planning Department,860-644-2511,ext.229. ® Furthermore,in accordance with the Rules&Regulations of the South Windsor Planning&Zoning Commission,you ® are hereby notified that an application has been filed on the property located at 44 Kimberly Drive,abutting your ® property,and is subject to a hearing by the Planning&Zoning Commission.The application and plans are on file with ® the South Windsor Planning Department. ® As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s)prior to the © meeting if you so desire. For further information regarding the specific date this application will be heard,please contact Michele Lipe,AICP,Town Planner,at the South Windsor Planning Department at 860-644-2511,ext.252. ° e ® If you have any questions regarding the specifics of the plans, please feel free to contact our office at 860-291-8755. Thank you. Sincerely, ® DESIGN PROFESSIONALS,INC. ® �3 ® Benjamin P.Wheeler, PLA ® Director of Operations ® Cc: Town of South Windsor ® Client ® G:\jobs\3136\Docs\Applications\3136 Abutter Notice 2013-12-17.doc e P.O. BOX 1167 425 SULLIVAN AVENUE ® SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 ® FAX: 860.291.8757 Iswww.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode/s/and 0 ° DIRECT ABUTTER LIST ° Folsom Construction a ® DPI Project No.:3136 ® December 17,2013 ® Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing Mailing ® State Zip ® 65100580 580 NUTMEG GELINAS LIONEL R PO BOX 463 MANTIC CT 06357- ® ROAD 0000 a 65100571 571 NUTMEG SHARPSHOOT LLC 571 NUTMEG RD SOUTH WINDSOR CT 06074- ® ROAD NO 0000 ® 65100625 625 NUTMEG 625 NUTMEG ROAD LLC PO BOX 504 S GLASTONBURY CT 06073- a ROAD 0000 ® 65100612 612 NUTMEG MR SOUTH WINDSOR 15 MULLEN RD ENFIELD CT 06082- ® ROAD PROPERTIES LLC 0000 ® 65100600 600 NUTMEG MR SOUTH WINDSOR 15 MULLEN RD ENFIELD CT 06082- ® ROAD PROPERTIES LLC 0000 0 65100602 602 NUTMEG MR SOUTH WINDSOR 15 MULLEN RD ENFIELD CT 06082- ® ROAD PROPERTIES LLC 1 0000 ® 65100636 636 NUTMEG NORTH NUTMEG 636 NUTMEG RD SOUTH WINDSOR CT 06074- ® ROAD ASSOCIATES LLC NORTH 0000 ® 65100585 585 NUTMEG SID PROPERTY 302 ADAMS ST MANCHESTER CT 06040- ° ROAD MANAGEMENT LLC 0000 ° 0 0 0 o 0 0 ° 0 0 0 e 0 ° 0 0 0 0 0 0 e 0 0 0 0 0 ® G:\jobs\3136\Docs\Applications\3077 Abutters list 2013-12-17.doc N ruFor delivery information visit our website at www.usps.coryjD M Y.T.F.M_FITY.Flin Ln � Postage $ $0.46 01 � �• � �>N DSO r` Postage $ $0.46 Oit ��N O S p,Q m Certified Fee $3.10 'p '5, ------ ----- .._. y rn Certified Fee $3.10 0 " i` . O --Return RecerpFFe q.--Poetmee� — - -L7- Returtr -Fe a p (EndasemerdRequied) :5 r Raeetpr e �--.--- - . p (End0mr1entnegtrired) .$2.55 W e!e �1 Restricted DeNvery Fee $0.00 G r) Restrcted Delivery Fee O/ (Endorsement Required) f _ �/ (Endorsement Required) $0.00 A a0 (� T Q $6.11. i�/1 3 Q Z� � Sps RZo ..:....Q.-'o......._..D.G.... ` O TAW Prbafnno A.Faaa t ._..-_$6.11 ._ .. 12/1 B/201J r_1 sec 625 Nutmeg Road LLCr-1 [ Sharpshoot LLC girl P.O. Box 504 0 571 Nutmeg Road North Oro South Glastonbury,CT 06073 crtj --- - South Windsor,CT 06074 Postal CERTIFIED MAIL,,, RECEIPT Postal Service, .l] (DomesticeIns' urance + rage Provided) IU (Domestic Mail aProvided) , g nu r? x r` Postage $ $0.46 0128 (� Postage $ $0.46 :© certitiedFse $3.10 NNDSo /� 0 O Return Receipt Fee Postm M Certified Fee $3.10 �� n p (Endorsement Required) $2.55 y y� O Return Receipt Fee U) � Reet&-ted Delivery Fee ', G r• O (Endorsement Requasd) `2.55 ��fl � (Endorsement Required) $0.00 t'1 Restricted Darvery Fee eA1.. + .( rO (Endorsement Requaed) $0.00 Gs00 R�O Tnrot raonranc R lawe .1i ..$6.11 `! Q =• ., t3 Tots Postaoo.&Fees: 9;..... _$6.11 12/18/2013 SJA Property Management LLC sent To Cl302 Adams Street ;rA Mr. Lionel R. Gelinas Manchester,CT 06040irasr,7 P.O. Box 463 ......... r• or PO 8 s C161 � Niantic,CT 06357 1 s Postal .�� rn CERTIFIED MAILT., M Ln (Domestic Mail Only;No Insurance Coverage Provided) 7' e • rLJ 'l _ 71 r L = POStElge $0.46 lko MY $ $0.46 - mo certn�ed Fee $3.10 �//03 . . _ ... .. ..----.���F� S C3` tumRaoetptt Fee. ' He r1 O Return $J.jO aisf_. .-.:---- C3 (5ndorsemenI ern+. .). -: >..2.55 �41 Q- (Endo %09((VFee J — y ---- �mentHequlred - � _� >� .._..__FlestrlctedD� Fee.• I.------•--_- (Endorsement red) p (�nctedDeriveNFee C '�mernRegwred) so.aa ;D,� n .O Tint ane+nnea Fmu North Nutmeg Associates LLC .� G. reMr.South `0 636 Nutmeg Road North C3 Windsor pro ..- -- r` so-er. l�rties _- South Windsor,CrCT 06074 15 ll�lullen-Road LLC... -- a -- - _, c si Enfield, CT 06082 -- 6-d L5L8-66Z-098 oul 's1eu0issa;0ad u6isaQ e8g:0� C 6 OZ 080 PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 12/19/13 TO: Matt Galligan, Fred Shaw, Michael Gantick, Rich Bond, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Sherry McGann, Ron Asselin, John Caldwell, Dennis Sheridan, Glen Buonanducci FROM: Michele Lipe, AICP, Town Planner The Planning&Engineering Departments have received plans for the following projects: Appl 14-02P, Folson Construciton Resubidvision and Site Plans Location: 595 Nutmeg Road North ® Site Plan ® Subdivision No. Acres 9.2 Zone I ❑ Industrial ® Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: One New lot being created; two site plans (18,000 sq ft and 8,000 sq ft) 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 1/15/14 and return to the Planning Department. Page 1 of 1 Lipe, Michele From: Lipe, Michele Sent: Tuesday, January 14, 2014 12:18 PM To: 'Andy Krar' Cc: 'bwheeler@designprofessionalsinc.com' Subject: Appl 14-02P, Folsom Construction Comments Attachments: D00011414.pdf Hi Andy, Attached are the engineering comments for the above referenced plans. had mentioned to Ben that we should have a sheet submitted that simply shows the two lot subdivision with the Industrial zoning requirements (not showing the site proposal.) The other two comments I had are: it appears the Folsom sign does not meet the sign requirements(too large); the storage on the site should be clear—where equipment will be stored versus materials. Please submit six sets of revised plans. Thank you, Michele .1Iichefe R. Lipe,AICP Town Planner Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 (860) 644-2511, ext. 252 1/14/2014 MEMORANDUM To: Michele Lipe, Town Planner Jeff Folger, Sr Environmental Planner From: Jeffrey Doolittle, Town Engineer Robert Grillo, Project Engineer Date: 1/14/14 RE: Application 14-02P— Folsom 595 Nutmeg Road N Engineering has reviewed the site plan received on 12/17/13 for the above site and has the following comments: 1. The drainage report states that the proposed peak discharge for the 2 year storm will exceed the existing discharge by 0.19 cfs, which is an increase of 56%. The report shows that only the lower 4" orifice of the detention basin outlet is used for the 2 year storm. A different lower orifice, such as a 3" diameter, should be checked to achieve a proposed discharge flow no greater than the existing flow. 2. The detail for the detention basin outlet structure should show the trash rack dimensions with openings smaller that the smaller outlet orifice. 3. The existing drainage structures and pipes should be checked to confirm that they are in good condition. 4. The plan shows the roof drains for the lot 1 building discharging to grade, which may create slippery ice conditions on the pavement near the garage doors. Consider piping the roof leaders to nearby catch basins or stilling basins. 5. Provide an outlet spillway or emergency overflow spillway for the overflow discharge from the 3 stilling basins to the brook. Include details for the spillways. 6. A detail should be added for the installation of the Stormceptor. 7. The plan needs to show separate areas for materials and equipment storage. Concrete bins should be considered to neatly separate and store materials on site. 8. Will the existing chain link fence remain or be removed? 9. 1 am concerned that some stored material will inadvertently find its way into the existing catch basins and the storm drain system on the west part of the site. Consider installing stone aprons around the catch basins or removing some basins to prevent material getting into the storm drainage system and the brook. 1 r 10.The Town must be able to access the existing Drainage Easement on the southern edge of the proposed Lot 2 to inspect and maintain the storm drainage pipe and outfall there. The proposed graded swale over this drainage easement area will limit access to the easement area and outfall and should not be included. This easement needs to be kept clear of any structures, dumpster pads, lights, filling or grading and plantings that may interfere with Town use of and access to this area, as stated in the easement. 11. Information should be provided for the building on lot 2, including the discharge of the roof drains. 12.The proposed pipe invert of the lateral sanitary sewer to the building on lot 2 should be shown at the manhole in the road. 13.An oil separator tank should be shown connecting floor drains from the garage area of the building on lot 1 to the sanitary sewer, as approved by the WPCA. 14.The detail for both the dumpster pad and concrete sidewalk call for Class C concrete. This should be changed to Class F concrete which Is the Town standard for concrete sidewalks and dumpster pads as it is stronger concrete and lasts longer. 15.An application must be made to the WPCA for their review and approval of the new sanitary sewer connection on both lots 1 and 2. Please contact either of us if you have any questions. 2 t0W N S£q �� x F 7 cps V&U&ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 l�dsoa•co TELEPHONE (860) 644-2511 January 29, 2014 Andrew J. Krar, P.E. Design Professionals, Inc. 425 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Krar: Re: Appl. #14-02P, Folsom Construction, 595 Nutmeg Road North Please be advised that the Public Hearing of the Planning & Zoning Commission in the above referenced :matter has been scheduled for Tuesday, February 11, 2014 at 7:30 PM in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the hearing 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. A sign must be posted on Nutmeg Road North by Friday, January 31, 2014. Signs can be obtained in the Planning Department, Monday through Friday, 8:00 a.m. - 4:30 p.m. If you have any questions regarding this letter, please call 860-644- 2511, Ext 253. Sincerely, Lauren Zarambo Administrative Secretary P.O.BOX 1167 425 SULUlVAN AVENUE SOUTH WINiDSOP,CT 06074 PHONE'860.291.8755 PAX;860.291.9757 www.Oesignprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS I PLANNERS I SURVEYORS 10181 ANALYST$t LANDSCAPE ARCHITECTS Serving corrrrectwut, Masssabnsetts, 4 12hode Island • February 3,2014 Ms. Michele L ipe Town Planner Town of South Windsor • • 1540 Sullivan Avenue South Windsor,CT 06074 Re: 595 Nutmeg Road North DPI Project: #3136.1' South Windsor,CT Dear Ms. Lipe: • • f We request that the subdivision application for this property be removed from the public hearing. The reason for this request is that we believe that a Statutory Division is allowed for this property and a subdivision is not required. The original parcel was approximately 13 acres before Nutmeg Road North was built. See Warranty deed from Joseph Labutis to John B. and Gunilla D.Kehoe on March 6, 1931 and recorded in Volume 27 Page 310(Second Piece— 13 acres more or less),Warranty deed from Jahn B. Kehoe and Gunilla Kehoe to Louis T. Rioux on July 30, 1945 and recorded in Volume 37 Page 389(13 acres more or less)and a Warranty deed from Louis T.Rioux to Wilfred J.Gay on August 31, 1951 and recorded in Volume 42 Page 365. When Nutmeg Road was built the current parcel for 595 Nutmeg Road North was created. In a Warrantee deed from Ernestine M. Charbonneau to Waldo Bros. Company on December 22, 1986 a small parcel at the northwest comer was added to the property. The construction of Nutmeg Road,which divided the original parcel and the addition of the small parcel do not preclude us • from performing a Statutory Division of the property Based on this research it is our belief that the property qualifies for a Statutory Division. If you have any questions,please contact me at your earliest convenience. f Sincerely: • f awrence R.Geissler,Jr.,L.S. f a , • G:1►obs 3136';DGcsz Memost 3 t 36 LIpe O2-Q3-14 Stat-Dtv doc P.O.BOX 1167 425 SULLIVAN AVENUE ® SOUTH WINDSOR,CT 06074 gn PHONE: 860.291.8755 FAX: 860.291.8757 LS www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS 1 GIS ANALYSTS / LANDSCAPE ARCHITECTS s Serwng Connecticut, Massachusetts, Rhode Island January 31, 2014 ® Town of South Windsor, CT ® Attn: Jeff Doolittle, P.E. -Town Engineer RECEIVED ® Jeff Folger-Town Environmental Planner 1 540 Sullivan Avenue AN 3 6 20114 ® South Windsor, CT 06074 ® SOUTH WINDSOR PLANNING DEFT ® Re: Responses to Town Staff Comments DPI No.: 3136 ® Folsom Construction 591 & 595 Nutmeg Road North Dear Mr. Doolittle & Mr. Folger: Our office received your comments regarding the above referenced project. Environmental ® Planner comments are dated January 3, 2014, and Town Engineer Comments are dated January ® 14, 2014. Abbreviated responses are provided below. ® Environmental Planner Comments 0 /3/14) 1. No test pits for the purpose of determining infiltration capacity have been conducted yet. However, during preparation of the Storm Drainage Report, the permeability of the onsite ® soils was estimated by consulting with the Rawl's Table. Parol testimony has indicated to us ® that the soils consist primarily of sand. ® Prior to construction, and during the springtime of 2014 after the ground has thawed, test ® pits will be performed in order to verify that the onsite soils match expectation, and that the ® groundwater table in the vicinity of the drywell, is no shallower than the proposed sump elevation. 2. A proposed drywell has been added to the site plan drawings. 3. Water Quality Volume (WQV) computations are included as part of the revised Storm ® Drainage Report (Appendix E). The revised report is included in this re-submission. 4. Riprap spillways have been added to all three stilling basins. See detail `Riprap Swale' on ® sheet D-2. S. The building on Lot#2 has been moved. Town Engineer Comments (1 114/14) 1 . A drywell has been added to the site plan drawings and the orifice has been reduced to 3 ® inches. These changes have reduced the proposed conditions peak rate of discharge for ® all storm events below existing condition levels. A revised Storm Drainage Report is ® included as part of this correspondence. ® 2. The bar spacing for the trash rack has been reduced to 2 inches. See sheet D-1. ® 3. Refer to General Note #7 on sheet GR-1. 4. The applicant is aware of this condition and prefers that the roof leaders discharge to ® grade. ® 5. Overflow spillways have been added to all three stilling basins. See detail `Riprap Swale' ® on sheet D-2. ® 6. Stormceptor detail has been added. See sheet D-2. ® 7. The plans have been revised to show more detail regarding the storage of materials and ® equipment. 8. The disposition of the chain link fence is made clear on the Layout Plan. ® 9. Stone aprons are now proposed. See sheet GR-1 and detail on sheet D-2. ® 10.The proposed swale has been eliminated. A catchbasin is now proposed on the south side of the building. The catchbasin will connect to the existing 54" R.C.P. Very limited grading ® is now proposed in the easement. ® 1 1.The roof drains are at the rear of the building. All discharge from the roof will ultimately ® sheet flow across the rear paved area to the north. ® 12.The sanitary sewer has been labeled. At this time the exact location and elevation of the ® lateral is unknown. 13.The oil/water separator will be included in the drawings (if required) following ® consultation with the WPCA. ® 14.The detail has been modified. Class V concrete is proposed. ® 1 S.A WPCA application will be submitted for both lots. e e a e ® Should you have any questions or require any additional information. Please feel free to contact ® our office. ® r ® Sincerely, ® AndrewJ. Krar, P.E. - Senior Project Manager g a - i._' Al " i RECEIVED SOUTH WINDSOR PLANNING DEPT. AQ q \\!` ®�r�illili\\ TqP rA t--) tA U ME 7 L U-K%,E IA To P-m pe 7 LL 'ci LJ 6.B-8 Hxdx� 8x a RAINFALL INTENSITY In/hr DURATION DURATION 2 Yr 5 Yr 10 Yr 25 Yr 50 Yr 100 Yr 5 0.08 4.6 5.5 6.0 6.7 73 1 7.8 6 0.10 4.4 5.2 I 5.8 6.5 7.0 7.5 7 0.12 4.2 5.0 5.5 6.2 6.8 ; 7.2 8 0.13 4.0 4.8 5.3 6.0 6.5 7.0 9 0.15 3.8 4.6 ! 5.1 5.7 6.2 j 6.7 E 10 0.17 3.6 4.3 I 4.8 5.5 6.0 ; 6.5 11 0.18 3A 4.2 4.7 5.3 5.8 6.3 12 0.20 3.3 4.0 4.5 5.1 5.6 6.1 ' 13 0.22 3.1 3.8 4.3 i 5.0 5.4 5.9 14 0.23 3.0 3.7 4.2 4.8 5.3 5.7 j 15 0.25 f 2.8 3.5 4.0 4.6 5.1 5.5 ! 16 f 0.27 2.8 3.5 3.9 4.5 5.0 f 5.4 17 0.28 2.7 3.4 3.8 4.4 4.9 5.4 18 0.30 2.7 1 3.3 3.8 4.4 4.8 5.3 ( 19 0.32 2.6 I 3.2 3.7 4.3 4.7 5.2 1 I' 2 4.20 0.33 , 2.5 3.2 3.6 4. 6 {{ 5.1 � 1 21 1 035 2.5 3.1 3.5 4.1 4.5 5.0 22 j 0.37 2.4 3.0 3A 4.0 4A ! 4.9 23 I 0.38 2.3 2.9 3.4 3.9 4.3 4.8 i 24 0.40 2.3 2.9 3.3 3.8 4.2 I 4.7 } 25 0.42 2.2 2.8 I 3.2 3.7 4.2 4.6 26 0.43 ( 2.2 2.7 3.1 3.7 4.1 4.5 27 ( 0.45 2.1 2.7 3.0 3.6 4.0 4.4 ( 28 0.47 2.0 2.6 3.0 3.5 3.9 43 29 0.48 2.0 2.5 r 2.9 I 3.4 3.8 4.2 30 0.50 1.9 2.4 2.8 33 3.7 4.1 Rainfall Intensity/Duration/Frequency Relationship for Connecticut(English Units) Table B-2.1 ConnDOT Drainage Manual October 2000 H The fatal element to be factored into the determination of runoff coefficients is the land slope. As the slope of the drainage basin increases, the selected C value should also increase. This is caused by the fact that as the slope of the drainage area increases, the velocity of overland and channel flow will increase allowingless opportunity PPo for water to infiltrate the ground surface. Thus, more of the rainfall will become runoff from the drainage area. In summary, it should be reiterated that in assigning a value to the runoff coefficient for use in the rational method,the engineer must rely heavily on experience and judgement. Table 6-3 Recommended Coefficient Of Runoff For Pervious Surfaces By Selected Hydrologic Soil Groupings And Slope Ranges Slope A B C D Flat 0.04-0.09 0.07-0.12 0,11-0.16 0.15-0.20 (0- 1%) Average 0.09-0.14 0.12-0.17 0.16-0.21 0.20-0.25 (2-6%) Steep 0.13-0.18 0.18-0.24 0.23-0.31 0.28-0.38 (Over 6°/6) Source: Storm Drainage Design Manual, Erie and Niagara Counties Regional Planning Board. Table 6-4 Recommended Coefficient Of Runoff Values For Various Selected Land Uses Deception of Area RunoffCoefficients + t� Business: Downtown areas Q,70-0.9�,,_, U E'_ Q� i O Neighborhood areas 0.50-0.70 Residential: Single-family areas 0.30-0.50 u L Multi units,detached 0.40-0 60 Multi units,attached 0.60-0.75 Suburban 0.25-0.40 Residential(0.5 ha(1.2 ac)lots or more) 0.30-0.45 Apartment dwelling areas 0.50-0.70 Industrial: Light areas 0.50-0.80 Heavy areas 0.60-0.90 Parks,cemeteries 0.10-0.25 Playgrounds 0.20-0.40 Railroad yard areas 0.20-0.40 Unimproved areas 0.10-0.30 Source:Hydrology,Federal Highway Administration,HEC No. 19, 1984 October 2000 ConnDOT Drainage Manual SOWN se O a 7-0� ale Sot� 6z()&U&at 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �r�dsoR-CO TELEPHONE (860) 644-2511 February 21, 2014 Certified#7011 1570 0000 6336 2912 Andrew Krar, P.E. Design Professionals 425 Sullivan Avenue South Windsor, CT 06074 RE: Appl. #14-02P—Folsom Construction, 595 Nutmeg Rd North Dear Mr. Krar: At the February 19, 2914 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl. #14-02P — Folsom Construction — 595 Nutmeg Rd North — Inland Wetland/Conservation Commission application for construction of an industrial building, equipment storage yard; stormwater structures, and associated utilities on property located westerly of Nutmeg Rd North. Industrial (1) Zone, with the 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 application 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 February 19, 2019. It is the Ian down er(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. Bonds shall be collected in the amount of $5,000 to ensure adequate erosion and sediment controls are constructed and maintained through the construction process; and, $10,000 for the installation of the proposed stormwater structures. 5. The plan also to include the addition of a hydrodynamic separator on the catchbasin on Lot#2. 6. All approvals required must be obtained and submitted prior to any activity on the site. 7. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCY/CONSERVATION COMMISSION Barbara Kelly,Vice Chairperson J cc: Town Planneri Chief Building Official v MEMORANDUM To: Michele Lipe,Town Planner Jeff Folger, Sr Environmental Planner From: Jeffrey Doolittle, Town Engineer Robert Grillo, Project Engineer Date: 2/25/14 RE: Application 14-02P— Folsom 595 Nutmeg Road N Engineering has reviewed the revised site plan received on 2/20/14 for the above site and has the following comments: 1. The lower outlet orifice in the detention basin outlet structure was changed to 3" diameter. The drainage report needs to be revised to provide the proposed peak discharge for the various storms using a 3" lower orifice. The proposed peak discharges shall be no greater than the existing discharges from the site. 2. The detail for the detention basin outlet structure (sheet D-1) should show the overall trash rack dimensions. 3. The plan shows the roof drains for the lot 1 building discharging to grade, which may create slippery ice conditions on the pavement near the garage doors. Consider piping the roof leaders to nearby catch basins or stilling basins. 4. Curb stops should be installed at the ends of the parking spaces before the flush sidewalk in front of the proposed building on Lot 2. 5. Install a 2 foot wide stone strip (2"-6" stone) as a level spreader/erosion control measure for stormwater flow on the north side of the paved parking areas on Lot 2 where there is no curb. 6. The detail for the rip rap swale outlet (sheet D-2) from the 3 stilling basins to the brook needs to show rip rap on filter fabric all the way up both sides of these swales, so the sides of these swales do not erode. 7. Show all the dimensions of the Infiltration Swale on sheet D-3. Label the depth of the topsoil in this swale. I suggest a 2 foot wide apron of 2"-6" stone be added on the side of the swale by the operations yard to catch any sediment and debris before it gets into this swale. 8. On Sheet LA-1 the 90' dimension (E-W) of the proposed building on Lot 1 does not agree with the scaled building dimension. 1 r 9. On Sheet GR-1 the note for the 2' Riprap Swale on Lot 2 does not appear to be needed. 10.The Town must be able to access the existing Drainage Easement on the southern edge of the proposed Lot 2 to inspect and maintain the storm drainage pipe and outFall there. This easement needs to be kept clear of any structures, dumpster pads, lights, filling or grading and plantings that may interfere with Town use of and access to this area, as stated in the easement. 11.An oil separator tank should be shown if there are any floor drains in the garage area of the building on lot 1 and be connected to the sanitary sewer, as approved by the WPCA. 12.An application must be made to the WPCA for their review and approval of the new sanitary sewer connection on both lots 1 and 2. Please contact either of us if you have any questions. 1 2 Appl #14-02P, Folsom Construction Site Plans 2/25/14 Planning Department Report 1. Request for approval of a site plan modification for Lot#1 to add a 18,014 sq ft industrial building; and a site plan of development for Lot #2 to add 8,425 sq ft industrial building and associated parking, on property located at 595 and 591 Nutmeg Road North, I zone �.Z("3 &,- 2. This site is the former Waldo Brothers site and had an industrial building that collapsed during the winter of 2011. A lot has now cut out through the "free split" provision along Nutmeg Road North. The new lot is 1.4 acres and meets all the requirements for an industrial lot. The property will be 591 Nutmeg Road North. 3. The site plan modification proposal for 595 Nutmeg Road north includes the construction of a 15,000 square feet industrial building including approximately 4,000 sf of office space. There will continue to use be a single access off of Nutmeg Road North for the site. At full build, the maximum impervious coverage allowed is 65%, 34% proposed. Proposed building height is 2 stories feet; 40 feet allowed. Front yard setback is about 290+ feet, 35 feet required. The parking requirement for this building is 39 spaces, 21 have been provided with an additional 18 spaces shown in reserve. 4. There are overhead doors are shown along both the northerly and southerly side of the building. There are outdoor storage areas proposed on the site plan to the rear of the building for equipment storage as well as bins set up for material storage. In addition, the westerly part of the site will be cleared and will be used as an "operations yard' for the storage of construction materials, pipes, trailers, and material stockpiles. 5. It is the applicant's intent to screen materials to be used in site construction. The materials screened will not be sold from the site. A+-JA . ,t&u� 14,- 6. The second site plan proposed is for a 8,425 sf industrial building with approximately 2400 sf of office space. There will be a single access off of Nutmeg Road North for the site. At full build, the maximum impervious coverage allowed is 65%, 35.4% proposed. Proposed building height is less that the 40 feet allowed. Front yard setback is about 80 feet, 35 feet required. The parking requirement for this building is 20 spaces, 20 spaces have been provided. 7. New site lighting will consist of full cutoff light poles in the parking area, 25 foot in height, as well as building mounted lighting. — ,j et*�Zlr r(k_L� 8. Signage proposed at either site must meet the zoning requirements for free standing signs and building signs in industrial zones. There is no signage proposed at this time for the second building. 9. Architectural and Design Review Committee reviewed this site on January 9. They were satisfied with the proposal as presented. 10. There are regulated wetlands that affect both lots. The applicant received IWA/CC approval with modifications on February 19, with a $5,000 bond for erosion & sediment control and a $10,000 bond for the installation of the stormwater system. 11. The site is served by public water and sewer. Water Pollution Control Authority approval is required for the sewer connections. 12. The Fire Marshal has reviewed the plan and has no comments. 13. As indicated by the applicant's representatives, the site is currently being used for storage of material as well as construction equipment. Typically a site would not be occupied and used until such time as an as-built is filed and a CO is granted for the building. If this application is approved, the planning department has no further modifications to request. �v V 2 �O*N Sf4 O 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 sox-co TELEPHONE (860) 644-2511 CERTIFIED MAIL7011 1570 000 6337 4441 February 28, 2014 Andrew J. Krar, P.E. Design Professionals, Inc. 425 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Krar: Re: Appl. 14-02P, Folsom Construction Site Plan of Development and Modification We are pleased to advise you that the Planning & Zoning Commission voted on February 25, 2014 to approve with modifications the above referenced application. This approval is for a site plan modification for Lot #1 to add a 18,014 sf industrial building and outdoor storage areas; and a site plan of development for Lot #2 to 8,425 sf industrial building and associated parking, on property located at 595 and 591 Nutmeg Road North, I zone, as shown on plans prepared by Design Professionals, Inc. dated 11/12/13 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$5,000 for erosion and sedimentation control and $10,000 for stormwater structures. 4. A landscape bond in the amount of$5000 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. If a State Traffic Commission certificate is required, no building permits will be issued until the _certificate_has_ been issued(per CGS §14-311). 13. Engineering comments dated 2/25/14 must be incorporated into the final plans. 14. The three proposed evergreens along the northerly side of the drive should be shifted westward to avoid being in the direct path of snow removal. 15. All outdoor activities must be screened from the public way in accordance with Section 2.11. If the equipment on the western part of the site is visible form Route 5, additional landscaping may be _ required. 16. No retail or wholesale sales of materials, other than incidental sales, are permitted from the site. Black and white transparent mylars of Sheets # LA-1 with the above modifications, together with three blueprint 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 within 30 days 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, Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal �ylN Se t � 4 � 07 0 m � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 so -co TELEPHONE (860) 644-2511 February 8, 2019 Design Professionals, Inc. Peter DeMallie 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl. 14-02P, Folsom Construction Site Plan of Development and Modification, 591 and 595 Nutmeg Road We are pleased to advise you that the Planning & Zoning Commission voted on February 5, 2019 to grant a five year extension to the site plan of development and site plan modification approval originally granted on February 25, 2014 to Folsom Construction, to be known as Waldo Brothers Company, 202 Southhampton Street, Boston, MA 02118. This approval is subject to all previous approval modifications in the letter dated February 28, 2014 as follows: This approval is for a site plan modification for Lot #1 to add a 18,014 sf industrial building and outdoor storage areas; and a site plan of development for Lot #2 to 8,425 sf industrial building and associated parking, on property located at 595 and 591 Nutmeg Road North, I zone, as shown on plans prepared by Design Professionals, Inc. dated 11/12/13 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$5,000 for erosion and sedimentation control and $10,000 for stormwater structures. 4. A landscape bond in the amount of$5000 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. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS §14-311). 13. Engineering comments dated 2/25/14 must be incorporated into the final plans. 14. The three proposed evergreens along the northerly side of the drive should be shifted westward to avoid being in the direct path of snow removal. 15. All outdoor activities must be screened from the public way in accordance with Section 2.11. If the equipment on the western part of the site is visible form Route 5, additional landscaping may be required. 16. No retail or wholesale sales of materials, other than incidental sales, are permitted from the site. Black and white transparent mylars of Sheets# LA-1 with the above modifications, together with three blueprint 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 within 30 days 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, Bart Pacekonis, Chairman PLANNING & ZONING COMMISSION BP/llz Zarambo, Lauren L. From: Peter DeMallie <PDeMallie@designprofessionalsinc.com> Sent: Wednesday,January 30, 2019 2:58 PM To: Lipe, Michele;Zarambo, Lauren L. Cc: Ben Wheeler, Suzanne Choate;Terry Tangarone; Karen Newburg; Brenda Colgan Subject: RE: PZC Application 14-02P, Folsom/Waldo Bros Site Plan, S95 & 591 Nutmeg Road North, DPI Project No. 3136 Michele & Lauren—As with the IWA extension, please change the PZC applicant name from Folsom Construction to Waldo Brothers Company, 202 Southhampton Street, Boston, MA 02118, the current property owner, on the site plan extension for 595 & 591 Nutmeg Road North.The contact there is Brenda Colgan, Tel 617-445-3000, email: bcolgan@waldobros.com. Much appreciated, Peter R. DeMallie President&Principal Design Professionals, Inc, CIVIL&TRAFFIC ENGINEERS/PLANNERS/SURVEYORS/GIS/LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,& Rhode Island P.O.Box 1167 860.291.8755 office 21 Jeffrey Drive 860.922.0920 mobile South Windsor.CT 06074 www.designprofessionalsinc.com CONFIDENTIALITY NOTICE: This e-mail message is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any unauthorized review, use,disclosure or distribution is prohibited.If you are not the intended recipient.please contact the sender by reply e-mail and destroy all copies of the original message. From: Peter DeMallie Sent: Friday,January 18, 2019 5:35 PM To: 'Lipe, Michele' <Michele.Lipe@southwindsor.org>; 'Zarambo, Lauren L.'<Lauren.Zarambo@southwindsor.org> Cc: bwheeler@dpinc.co; Suzanne Choate (schoate@designprofessionalsinc.com) <schoate@ design professionaIsinc.com>;Terry Tangarone <terry.tangarone@designprofessionalsinc.com> Subject: PZC Application 14-02P, Folsom Construction Site Plan, 595 & 591 Nutmeg Road North, DPI Project No. 3136 Michele & Lauren—On behalf of our client, I hereby request a five year extension of the PZC site plan approval for the above-referenced application, which expires on February 25, 2019. Please add it to the agenda for your next meeting. Thank you. Peter R. DeMallie President&Principal Design Professionals, Inc, CIVIL&TRAFFIC ENGINEERS/PLANNERS/SURVEYORS/GIS/LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts, & Rhode Island P.O.Box 1167 860.291.8755 office 21 Jeffrey Drive 860.922.0920 mobile South Windsor,CT 06074 www.designprofessionalsinc.com CONFIDENTIALITY NOTICE: This e-mail message is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any unauthorized review, use,disclosure or distribution is prohibited.If you are not the intended recipient,please contact the sender by reply e-mail and destroy all copies of the original message. 1 �0W N Se O S � wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 x•co TELEPHONE (860) 644 2511 February 11, 2019 Certified #70171450 0001 3280 6379 Peter DeMallie Design Professionals 21 Jeffrey Drive South Windsor, CT 06074 RE: Appl. #14-02P—Folsom Construction/Waldo Brothers, 591 and 595 Nutmeg Rd North Dear Mr. DeMallie: At the February 6, 2019 regular meeting, the Inland Wetlands Agency/Conservation Commission approved a five year permit extension for Appl. #14-02P — Folsom Construction/Waldo Brothers — 591 and 595 Nutmeg Rd North — Inland Wetland/Conservation Commission application for construction of an industrial building, equipment storage yard, stormwater structures, and associated utilities on property located westerly of Nutmeg Rd North. Industrial (1)Zone, with the original conditions as follows: 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 application 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 February 19, 2024. This is the final extension that may be granted for this application. 4. Bonds shall be collected in the amount of $5,000 to ensure adequate erosion and sediment controls are constructed and maintained through the construction process; and, $10,000 for the installation of the proposed stormwater structures. 5. The plan also is to include the addition of a hydrodynamic separator on the catchbasin on Lot#2. 6. All approvals required must be obtained and submitted prior to any activity on the site. 7. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCY/CONSERVATION COMMISSION Barbara Kelly, Chairperson cc: Town Planner, Chief Building Official