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38A-099 & 102 Prince Street-Kollmorgen-Order of Conditions-2009~ ~ ~.. &~ ,~` ~ ~ ; ,~~ . ~., s ~;; ,~ ,,~ 1 v i.'F ~ aw ..~ .,yj "'~. ~z, . 4 ` ~ - ~~ . 4 hv~ff_v ,, ., _ ff }~- I __~~ Kollmorgen at Village Hill Northampton, Massachusetts Notice of Intent Prepared For: Kollmorgen Electro Optical Northampton, Massachusetts June 2009 II ~_~ ~~ 0 106-3-01 c ., June 5, 2009 ii ii i~ ~~ LI 1~ u Office of Planning and Development Northampton Conservation Commission 210 Main Street Northampton, MA 01060 Re: Notice of Intent (NOI) Kollmorgen at Village Hill Northampton, Massachusetts Dear Members of the Commission: On behalf of Kollmorgen Electro-Optical (Kollmorgen), Tighe & Bond is submitting this Notice of Intent (NOI) for the construction of a new light industrial/commercial building at the Village Hill South Campus in Northampton, Massachusetts. The new facility will serve as Kollmorgen's new world headquarters and incorporates a major employer to the Village Hill community. A copy of WPA Form 3 and City of Northampton Wetlands Application is provided on the next pages. An Order of Conditions is required for this project, as work will be taking place within the 100-foot Buffer Zone of an isolated vegetated wetland/wet meadow. This project is not subject to the provisions of the Massachusetts Wetlands Protection Act (M.G.L. c. 131, 40). We look forward to discussing this important project with the Commission at the June 28, 2009- public hearing. Should you have any questions or require additional information, please contact Daniel Rukakoski at (413) 875-1302 or me at (413) 572-3281. . Very truly yours, TIGHE & BOND, INC. Jay P. Viamari, P.E. Associate Enclosures Copy: David Graves, Kollmorgen Electro-Optical J:\0\00106\Permits\NOI\NOI cover letter.doc 53 Southampton Road Westfield, MA 01085 Tel 413.562.1600 o Fax 413.562.5317 ~ p~ ~~~ Table of Contents Tighe&Bond ~, ,,~ --~ Cover Letter WPA Form 3 -Notice of Intent j ~ City of Northampton Wetlands Application '-' Copy of NOI Conservation Commission Fee Checks r-, ~L j Appendix A -Project Narrative Section 1 Introduction '~ Section 2 Existing Environment ~~ 2.1 Methodology of Resource Area Investigations .................................... 2-1 I 2.2 Description of Wetland Resource Areas ............................................. 2-1 2.3 Rare Species ............................................................:.................... 2-1 ~! ' Section 3 Project Description 3.1 Proposed Activities ...............................................:...~...................... 3-1 i ~ ~ 3.1.1 Construction Sequence ......................................................... 3-1 ~. 3.2 Construction Period Protective Measures ........................................... 3-1 r-, 'I 3.2.1 General .............................................................................. 3-1 ............................................................................ 3.3 Restoration Plan 3-2 3.3.1 Buffer Zone ........................................................................ 3-2 Section 4 Regulatory Compliance 4.1 Massachusetts Wetlands Protection Act ............................................ 4-1 ~, . ~ I 4.2 Cit of Northam ton Wetlands Ordinance 4-1 u ~ 4.3 Stormwater Compliance ............................................................... 4-1 A endix B - Fi ures PP 9 r- Figure 1 USGS Site Locus Map l Figure 2 DEP Priority Resource Map Figure 3 NHESP Map Figure 4 FEMA Flood Zones Map r-' ~; ~ Project Drawings (Sheets 1 through 12 provided at half-scale) Appendix C -Photographs Appendix D -Stormwater Report ,~ Appendix E -Abutter Notification Information ~ List of Abutters '~ Abutter Notification Form Assessors Tax Map i ~~ ~J i - --- __ - :_JI_ '` ' _. Massachusetts Department of Environmental Protection ;Provided by nnassoEP: i~ Bureau of Resource Protection -Wetlands ~ massDEP File Number ,~ WPA Form 3 -Notice of Intent _ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Numberjj ~ ~ City/Town `-' Important: When filling out ?~ forms on the computer, use only the tab key to move your cursor - do not ~ i use the return key. ~~ tab L ~anan A. General Information 1. Project Location (Note: electronic filers will click on button to locate project site): Village at Hospital Hill Northampton a. Street Address b. City/Town Latitude and Longitude: 42.30964 38A f. Assessors Map/Plat Number 2. Applicant: David n~nan ~.. uN vvuc 72.64703 d. Latitude e. Longitude 99, 102 g. Parcel /Lot Number Graves 1__r a. First Name b. Last Name Note: Kollmorgen Electro Optical ~ Before c. Organization I completing this 347 King Street L ! form consult _ your local d. Street Address Conservation Northampton MA 01060 Commission e. City/Town f. State g. Zip Code regarding any municipal bylaw 413-586-2330 ' or ordinance. h. Phone Number i. Fax Number j. Email Address (_, 3. Property owner (required if different from applicant): ^ Check if more than one owner ,-, ~ ~ a. First Name Hospital Hill Development LLC b. Last Name `-~ c. Organization 160 Federal Street d. Street Address Boston MA 02110 e. City/Town f. State g. Zip Code r-r L, h. Phone Number i. Fax Number j. Email address 4. Representative (if any): r. i L Jay Viamari a. First Name b. Last Name Tighe & Bond U c. Company 53 Southampton Road d. Street Address ,r-~ Westfield MA 01085 '~~ e. City/Town f. State g. Zip Code 413-572-3281 413-562-5317 jpviamari@tighebond.com J--~ h. Phone Number i. Fax Number j. Email address 5. Total WPA Fee Paid (from NOI Wetlan d Fee Transmittal Form): $200 NA $200 U a. Total Fee Paid b. State Fee Paid c. City/Town Fee Paid r- j ~ __ __ wpaform3.doc • rev. 04/08/09 Page 1 of 8 ~~ ~ Provided by MassDEP: '` ~' ~ Massachusetts Department of Environmental Protection ,, i Bureau of Resource Protection -Wetlands MaseDEP File Number I ~ WPA Form 3 -Notice of Intent ' ' Document Transaction Number' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ~ City/Town A. General Information (continued) 6. General Project Description: Construction of approximate 140,000 square foot light industrial/commercial building. ~. 1~ 7a. Project Type Checklist: 1. ^ Single Family Home 3. ^ Limited Project Driveway Crossing 5. ^ Dock/Pier 7. ^ Coastal Engineering Structure 2. ^ Residential Subdivision 4. ® Commercial/Industrial 6. ^ Utilities 8. ^ Agriculture (e.g., cranberries, forestry) InI 9. ^ Transportation 10. ^ Other `lu1 7b. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? ~. ^ Yes ® No If yes, describe which limited project applies to this project: ,--, 2. Limited Project 8. Property recorded at the Registry of Deeds for: Hampshire a. County 6925 c. Book b. Certificate # (if registered land) 302 d. Page Number c'~ J B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. ® Buffer Zone Only -Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. ^ Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. For all projects affecting other Resource Area Resource Areas, please attach a a. ^ Bank narrative explaining how b. ^ Bordering Vegetated the resource Wetland area was delineated. c. ^ Land Under Waterbodies and Waterways Size of Proposed Alteration 1. linear feet 1. square feet 1. square feet 3. cubic yards dredged Proposed Replacement (if any 2. linear feet 2. square feet 2. square feet • rev. ~~ ~ Massachusetts De artment of Environmental Prote~ n p r-, Bureau of Resource Protection -Wetlands _, ~L ~ WPA .Form 3 -Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 .--, B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Resource Area ~_~ d. ^ Bordering Land Subject to Flooding e. ^ Isolated Land Subject to Flooding Size of Proposed Alteration Proposed Replacement (if any), 1. square feet 3. cubic feet of flood storage lost 2. square feet 4. cubic feet replaced 1. square feet 2. cubic feet of flood storage lost ,L Online Users: Include your j document u transaction number ~ ~ (provided on i I your receipt J page) with all supplementary information you `~ submit to the Department. r~ _ ,~~ wp~ f. ^ Riverfront Area 1. Name of Waterway (if available) 2. Width of Riverfront Area (check one):. ^ 25 ft. -Designated Densely Developed Areas only ^ 100 ft. -New agricultural projects only ^ 200 ft. -All other projects s. Total area of Riverfront Area on the site of the proposed project: a. Proposed alteration of the Riverfront Area: a. total square feet b. square feet within 100 ft. c. square feet between 100 ft. and 200 ft. s. Has an alternatives analysis been done and is it attached to this NOI? ^ Yes ^ No s. Was the lot where the activity is proposed created prior to August 1, 1996? ^ Yes ^ No 3. ^ Coastal Resource Areas: (See 310 CMR 10.25-10.35) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Resource Area Size of Proposed Alteration Proposed Replacement (if any) a. ^ Designated Port Areas Indicate size under Land Under the Ocean, below b. ^ Land Under the Ocean 1. square feet • rev. c. ^ Barrier Beach a. ^ Coastal Beaches e. ^ Coastal Dunes 2. cubic yards dredged Indicate size under Coastal Beaches and/or Coastal Dunes below 1. square feet 1. square feet Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town 3. cubic feet replaced square feet 2. cubic yards beach nourishment 2. cubic yards dune nourishment Page 3 of 8 ~ ; ~~ ~> _ Massachusetts Department of Environmental Protection '.Provides byMass°EP: ~ Bureau of Resource Protection -Wetlands MassDEP File Number ~ r WPA Form 3 -Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 - ,- City/Town ( B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) ~r Size of Proposed Alteration Proposed Replacement (if any) r~II f. ^ Coastal Banks 1. linearfeet I g. ^ Rocky Intertidal Shores 1. square feet h. ^ $alt MarSheS 1. square feet 2. sq ft restoration, rehab., creation ~-~ i. ^ Land Under Salt Ponds 1. square feet 1 ~ 2. cubic yards dredged ~. ^ Land Containing Shellfish 1. square feet L_~ I<. ^ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, i above ~( 1. cubic yards dredged j I. ^ Land Subject to `J! Coastal Storm Flowage 1. square feet 4. ^ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional `~ amount here. a. square feet of BVW b. square feet of Salt Marsh U 5. ^ Project Involves Stream Crossings a. number of new stream crossings b. number of replacement stream crossings C. Other Applicable Standards and Requirements Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review r-~ 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on .L ~ the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)? To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to IrI~II http://www.mass.gov/dfwele/dfw/nhesp/regulatory review/priority habitat/online viewer.htm. L~ a. ^ Yes ® No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 10/2008 Route 135, North Drive j j b. Date of map Westborough, MA 01581 -~ _ -'~~~ wpaform3.doc • rev. 04/08/09 Page 4 ~~~ Massachusetts Department of Environmental Protection Prov~aea by Mass°eP: ~ Bureau of Resource Protection -Wetlands ~ MassDEP File Number t ~ WPA Form 3 -Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 - - City/Town ' C. Other Applicable Standards and Requirements (cont'd) ^~ If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 (_ I CMR 10.18). To qualify for a streamlined, 30-day, MESA/Wetlands Protection Act review, please complete Section C.1.C, and include requested materials with this Notice of Intent (NOI); OR r-, complete Section C,1.d, if applicable. If MESA supplemental information is not included with the NOI, ' by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review (unless noted exceptions in Section 2 apply, see below). 1. c. Submit Supplemental Information for Endangered Species Review* 1. ^ Percentage/acreage of property to be altered: J (a) within wetland Resource Area percentage/acreage r,,l (b) outside Resource Area percentage/acreage 2. ^ Assessor's Map or right-of-way plan of site 3. ^ Project plans for entire project site, including wetland resource areas and areas outside of ~ wetlands jurisdiction, showing existing and proposed conditions, existing and proposed 1 tree/vegetation clearing line, and clearly demarcated limits of work **** '-~ (a) ^ Project description (including description of impacts outside of wetland resource area & ~_, buffer zone) (b) ^ Photographs representative of the site (c) ^ MESA filing fee (fee information available at:. '--' http://www.mass.gov/dfwele/dfw/nhesp/regulator review/mesa/mesa fee schedule.htm). Make check payable to "Natural Heritage & Endangered Species Fund" and mail to I j NHESP at above address '-' Projects altering 10 or more acres of land, also submit: I (d) ^ Vegetation cover type map of site (e) ^ Project plans showing Priority & Estimated Habitat boundaries L I OR Check One of the Followin d g . ~-~ 1. ^ Project is exempt from MESA review. L ~ Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, http://www.mass:gov/dfwele/dfw/nhesp/regulatory review/mesa/mesa exemptions.htm; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to (j 310 CMR 10.37 and 10.59.) 2. ^ Separate MESA review ongoing. a. NHESP Tracking # b. Date submitted to NHESP _ * Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review (see ~ j http://www.mass.gov/dfwele/dfw/nhesp/nhesp.htm, regulatory review tab). Priority Habitat includes habitat for state-listed plants and ~] strictly upland species not protected by the Wetlands Protection Act. ** MESA projects may not be segmented (321 CMR 10.16). The applicant must disclose full development plans even if such plans are ~, not required as part of the Notice of Intent process. wpaform3.doc • rev. 04/08/09 Page 5 of E .1 I } ~~ ~ Provided by MassDEP: ~. Massachusetts L_ artment of Environmental Prote~~~on Bureau of Resource Protection -Wetlands - - - MassDEP File Number (~ WPA Form 3 -Notice of Intent -, Document Transaction. Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 j City/Town C. Other Applicable Standards and Requirements (cont'd) s. ^ Separate MESA review completed. Include copy of NHESP "no Take" determination or valid Conservation & Management Permit with approved plan. 2. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. ® Not applicable -project is in inland resource area only b. ^ Yes ^ No If yes, include proof of mailing or hand delivery of NOI to either: South Shore - Cohasset tb Rhode Island, and the Cape & Islands: Division of Marine Fisheries - Southeast Marine Fisheries Station Attn: Environmental Reviewer 838 South Rodney French Blvd: New Bedford, MA 02744 North Shore -Hull to New Hampshire: Division of Marine Fisheries - North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? online users: a. ^ Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Include your Website for ACEC locations). Note: electronic filers click on Website. document transaction b. ACEC number (provided on 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water your receipt (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? page) with all supplementary a. ^ Yes ® NO information you submit to the 5. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Department. Restriction Act (M.G.L. c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)? a. ^ Yes ® No 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. ^ Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management ~'f Standards per 310 CMR 10.05(6)(k)-(q) and check if: ~. ^ Applying for Low Impact Development (LID) site design credits (as described in '~I(~ Stormwater Management Handbook Vol. 2, Chapter 3) 2. ® A portion of the site constitutes redevelopment ~~ ~ s. ® Proprietary BMPs are included in the Stormwater Management System. . b. ® No. Check why the project is exempt: Project not subject to WPA but has been designed to meet MAWPA Stormwater Standards ~. ^ Single-family house _~ _ I___wpatorm~s.aoc i L_ ~1 li ~ ~ ~ ~ i l;l Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 3 -Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Fees 1. ^ Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian #ribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: ' Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town ~- ~ 2. Municipal Check Number 3. Check date ~` 4. State Check Number 5. Check date ~. ~ 6. Payor name on check: First Name 7. Payor name on check: Last Name ~ ~ F. Signatures and Submittal Requirements . ~ I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I understand that ~ I the Conservation Commission will place notification of this Notice in a local newspaper at the expense of f the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a). .__~ I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the ~-~i ~ requirements of M.G.L. c. 131, § 40. Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail (return receipt requested) to all abutters within 100 feet of the property line of the project location. ;_ .~~ 2c~ ~ ~ o~ ~~ S ~ 1. re of Applic n av d Graves, Kollmorgen) 2. Date q I ~,~5 a~~ 3. Sign ure of Pr perty Owner (if different) 4. Da e ~~-av~ I ~ 6~~y a~ ~' .c~~F ~f ~'~ ~ ~ 5~' re of Re tat~(if any) (Jay P. Viamari, Tighe 8~ Bond, Inc.) 6. Date o~ ~ ~~~ ~, ~,~~,..h ~,. 6`~G ~ j ~ F ~. ~ ~" r~C~,~;,_. For Conservation Commission: rJ~s~U L~~ ~s ~~ Two copies of the completed Notice of Intent (Form 3), including supporting plans and documents, two .~r" copies of the NOI Wetland Fee Transmittal Form, and the city/town fee payment, to the Conservation ~ I~-¢~ r ~ tom- ~~ Commission by certified mail or hand delivery. ~ -~.~ pG' ~ °i~ . ~'~ For MassDEP: One copy of the completed Notice of Intent (Form 3), including supporting plans and documents, one ~~ copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP '~ ~ Regional Office (see Instructions) by certified mail or hand delivery. -'" Other: _ If the applicant has checked the "yes" box iri any part of Section C, Item 3, above, refer to that section ~~ and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. ~I ~- wpaform3.doc • rev. 04/08109 Page 8 of 8 _~_._ ... ~_ ~~ City of Northampton--Wetlands Application This form is required for all applications filed under the Northampton Wetlands Ordinance File with the Office of Planning and Development, 210 Main Street, Northampton, MA 01060 We recommend applicants consult with the Land Use and Conservation Planner (587-1263) before applying ~~ 1. Check what kind of permit you are. requesting . ^ Request for Determination of Applicability (WPA form 1) ^/ Notice of Intent (WPA form 3) ^ Abbreviated Notice of Resource Area Delineation (WPA form 4A) 2. Property Street Address: Village at Hospital Hill (Northampton State Hospital) 3. Assessors' Map and Parcel: 38A-102 Second lot (if any) Map and Parcel(s): 38A-99 Additional property description: I-IOSpltal FIIII - SOUth CampUS 4. Check the items enclosed. Your application will not be accepted if any items are missing. ^/ The appropriate completed Massachusetts DEP application http://www.mass. og v/dep/water/approvals/wwforms.htm ^/ Completed versions of this Wetlands Application ~ t .~ ^/ Nine (9) copies of the fully completed and collated application packages (forms, plans and attachments) ~ All plans folded (not rolled) and collated with each application packet ~ ^/ For Notice of Intent applications only, submit the following: Appropriate Notice of Intent Conservation Commission Fees `° http://www.northamptonma.gov/opd/uploads/listWidget/2533/opd%20fees.pdf 0/ An abutters list of all property owners within at least 100 feet of the property line of your project. Abutters lists maybe generated at www.NorthamptonMA. ov/opd (click on Database: Abutters, Permits and Historic). Computers are available at City Hall, Forbes and Lilly Libraries. ^ For Request for Determination applications, appropriate Request for Determination of Applicability Fees --~ http//www.northamptonma.gov/oopd/uploads/listWidget/2533/opd%20fees.pdf ^ For Notice of Resource Area Delineation use Notice of Intent Fee `- http://www.northamptonma.Gov/opd/uploads/listWidaetl2533/opd%20fees.pdf A #10 business envelope addressed to the applicant. ~~ 5. Provide an Existing Conditions Site Plan. Check the items shown on that plan. You may request a wai ver from submittal requirements, with a reason for the waiver request. ^ Boundary of entire lot and notation of lot area I ~ ~/ Context of adjacent lots, if necessary to show extent of wetland/Riverfront Area _ /^ Numbered wetland flags ~- ^ Existing and potential vernal pools I i ~/ 50' AND 100' wetland buffer l _ ^ Mean Annual High Water line, for Riverfront Area permits ^ 100' inner riparian zone AND 200' outer riparian zone, for Riverfront Area permits f 1 ~ ~ ~ Existing structures, impervious surfaces (ie: pavement, gravel) and lawn areas I- ~ ^/ Edge of vegetation accurately measured or surveyed ^/ Significant (8"+ Diameter Breast Height) trees within the limit of work area that are also within the 200' ~~;'~ Riverfront Area, Bordering Vegetated Wetland, or 100' wetland buffer ,' I ~/ 2' contours ^ Elevations in feet (not meters), for projects within the floodplain ,I-1 /^ Zoning setbacks i ` ^ 1:20 scale, if possible t II~ -~ ~--- - _ -. I i E i I i - ~: f r ; 6. If new work is proposed; provide a Proposed Site Plan. Check the items shown. on that plan, ~~ ' You may request a waiver$om submittal requirements, with a reason for the waiver request. 1 i [/ Grading/proposed new contours ~, ~ IIardscape (i.e.: footprint of house, driveway, walkways, terraces, etc...) ~ I ^ Any removal of vegetation and significant trees within the Riverfront Area, wetland and buffer ^ Landscaping and plantings within the Riverfront Area, wetland and wetland buffer Q Location of erosion control banier Q/ Limit of work line ~ Utility lines ^/ Stormwnter Management Form (use~DEP form,www.mass.t_,ovidep/brp/ww/wwforms.iitrn~, if required ^ Wildlife assessment if the site is in a habitat resource areabased on NII);SP maps, Northamplou Potential ~ ! and Certified Vernal Pools Map ot• otherwise required by'the Act or Ordinance, ^/ At the same scale as the Existing Conditions Site Plan ^ i For new homes in the Riverfront Area only, documentation.oftho date the lot was recorded. 7. We have provided' and requested information and believe and understand that (initial each item bel ',( ow): I Application deadline is' one calendar month prior to a public hearing: If the application is incomplete or waivers'are requested, however, the public hearing; maybe delayed; We will check for the dateand time of our public hearing of www.NorthamptonMA.~ov or in the Daily '~~ Hampshire Gaiette Legal Ads section. Such notice is posted seven`days prior to the'public hearing; The Conservation Commission may request an alternatives analysis for work proposed'wi hin the buffer zone of a wetland; __ The Conservation Commission and their representativeshavo permission to entertheproperty; _ __ All documents and plans submitted are inthe public domain and may be copiedfreely in any form; and _ _ The City: will record Orders. of Conditions and Order of Resource Area Delineations at the Hampshire _ County Registry of Deeds. 8. PLEASE CONIPI~ETE ONLY IF APPLYING FOR A NOTICE OF INTENT or ABBREVIATED NOTICE OF RESOURCE ARE DELINEATION: We certify under the pains and penalties of perjury, that PRIOR to filing this application all abutters were j I notified of this application pursuant to the requirements of M.G.L. c. 13l § ~}0. Notice must be made in writing~by handdelivery or certified mail (return-receipt requested) to all abutters within 100 feet of the property. line of the project location. C~ Applicant (print or type): DaVld GPaV@S' Applicant Signaturc~~~~~1~~ / ~' ~Q ', ~ Address: 347 Kil1g Street Applicant Phone:. 413-586-2330 --- Owner (print or type): Hospital Hill Development LLC Owner Signahire: ~~ C h '-- ~x `j~- ~~L Address: 106 Fed@faL Str@t?t, BOStOt1, MA Owner Phonei ~ / 7 - 33U 2000 - Date submitted: 5/2$/09 Lk~c" t- ~ ~ ~ F fie,:, s ~` `J'` ~-~-~=..~1- ~y f _ ~Qn.SGV I a h m.< < . 6,~ F,-,-,..~.d%~,. crY c~ l ~„ (~ ~, ~s ~~ ~ ~~ n ~ I ~ ~ - Tighe&Bond ~~ - Section 1 1 Introduction This Notice of Intent (NOI) is being submitted on behalf Kollmorgen Electo Optical ~ (Kollmorgen) for a development project on the South Campus of Village Hill. The ~_ proposed project consists of the construction of an approximate 140,000 square foot light industrial building to house Kollmorgen's world headquarters. The project area is located within the former Northampton State Hospital south campus between Chapel, ~_1 Prince, Earle, Grove and Laurel Streets. A USGS Site Locus (Figure 1), DEP Priority Resource Map (Figure 2)., Orthophotograph (Figure 3) and FEMA Flood Zones Map (Figure 4), which illustrate the project location '~--~ and surrounding physical and environmental features, are provided in Appendix B. A half-scale set of project drawings is also provided in Appendix B. Kollmorgen has been headquartered on King Street in Northampton since 1951. They have outgrown their existing facility and need to expand. The proposed 140,000 square foot building has been designed and sited to accomplish many community goals, including a sustainable design approach and the incorporation of a major employer into the Village Hill community. The location of the building on the South Campus provides easy access to public transportation and the multi-use trail as well as providing a visually appealing terminus to Village Hill Road. The building is sited to maintain views of the mountain ridgeline to the south and east from Village Hill Road, and many specimen trees from the former state hospital campus have been .preserved. Sustainable construction and design techniques, as defined by LEEDTM, such as siting the building for maximum solar gain and daylighting and the use of rain gardens for stormwater infiltration have been incorporated into the project. A portion of the project is sited within the 50-foot and 100-foot Buffer Zone of an isolated vegetated wetland (wet meadow). As such the project is subject to jurisdiction _ under the City of Northampton Wetlands Ordinance. The project is not subject to 1 jurisdiction under the Massachusetts Wetlands Protection Act (M.G.L. c. 131, 40). The -1 construction of a stormwater detention basin within the Buffer Zone will be completed in accordance with an existing Order of Conditions (MADEP 246-537). f ~. rJ Notice of Intent -Kollmorgen at Village Hill (Northampton, MA) -~ ~ ~ - -~ T' he&Bond ~9 ~l Section 2 Existing Environment This section provides a site description and resource area characterization for the project n area. Land use in the general vicinity of the project area was determined based on ~ l direct observations made during data collection site visits and a review of information available through the Massachusetts Geographic Information System (MassGIS) and ~~ Natural Resources Conservation Service (NRCS). The site is located at the former Northampton State Hospital South Campus. Buildings formerly located on the site have been demolished. The Village Hill North Campus is situated on the opposite side of Prince Street to the north. Residential properties are - located along Chapel Street to the north and Laurel Street to the west. Rural residential and undeveloped properties are located along Grove Street to the south followed by a former railroad embankment, the Mill River and light industrial/commercial properties ~__ along South Street. Mixed light industrial/commercial, residential and undeveloped properties are located along Earle Street to the east. The site is zoned as Planned ~ ~ Village. Soils on the subject property have been mapped as Belgrade and Boxford silt loams (moderately well drained) and Hinckley loamy'sands (excessively drained). 2.1 Methodology of Resource Area Investigations Wetland resource areas were originally delineated in 2003 as part of the original Notice of Intent filed for the Village at Hospital Hill project. Wetland areas associated with the subject property were revisited in October 2008 as part of the South Campus infrastructure improvements along Grove Street. LJ 2.2 Description of Wetland Resource Areas i~~ Portions of the proposed project are located within the 100-foot Buffer Zone of an isolated vegetated wetland/wet meadow. The hydrology in this area appears to- be driven by surficial runoff towards the southeast and a high groundwater table. Dominant vegetation consists of reed canary grass (Pha/aris arundinacea). Soils in this location consist of dark grayish brown silty loam to fine sandy loam, with redoximorphic features within six inches of the surface. ~ This wetland is subject protection as an isolated wetland under the City of Northampton ~-~ Wetlands Ordinance. Isolated wetlands are not jurisdictional under the Wetlands Protection Act (M.G.L. c. 131, 40) J 2.3 Rare Species ~'~ The Massachusetts Natural Heritage and Endangered Species Program (NHESP) Atlas ~ (October 1, 2008) and MassGIS online (October 2008), were consulted during the preparation of this NOI. According to these sources, the project area is not located -~ within the limits of mapped Priority Habitats of Rare Species or Estimated Habitats of Rare Wildlife. ,J Notice of Intent - Kollmorgen at Village Hill (Northampton, MA) 2-1 ~~ ~ l_~ _ Tighe&Bond ~1 Section 3 ~~ Project Description ~~ 3.1 Proposed Activities ~~ The project entails the construction of a new two-story 140,000 square foot light industrial building to house Kollmorgen's world headquarters. The building will be +,~ accompanied by a 485 space parking lot and dense grade stone fire access road. The ~ j building has been designed and sited to accomplish many community goals, including a sustainable design approach and the incorporation of a major employer into the Village ~ Hill community. Sustainable construction and design techniques, as defined by LEEDTM, such as siting the building for maximum solar gain and daylighting and the use or rain I- ~ gardens for stormwater infiltration have been incorporated into the project. stormwater detention basins to treat runoff generated from impervious areas have been designed and' permitted by others and are not included as part of this Notice of Intent. ~~ 3.1.1 Construction Sequence ~._~ The final sequence of construction will be determined by the selected contractor. The anticipated construction sequence includes the following: ,-~ ~J • Install sedimentation and erosion controls/protective measures • Remove vegetation as required, complete site grading I`~'I L.J • Construct stormwater detention basin • Construct retaining wall on southwest side of site I~ • Initiate construction of new 140,000 square foot building • Construct rain gardens • Install site landscaping • Complete site paving/fire access road ~_. • Remove protective measures upon receipt of authorization from the Conservation Commission 3.2 Construction Period Protective Measures ~+ 3.2.1 General Wetland resource areas at the site will be protected by haybales and/or silt fence. These _ protective measures will be placed to restrict the Contractor to the areas necessary to ~,~ ~ conduct the work and will define the limits of work. The locations of these barriers are ~ ! illustrated on the project drawings provided in Appendix B of this document. Typical details are also provided in the project drawings. In addition: The Contractor will be required to maintain a reserve supply of haybales andjor silt fence on-site to make repairs, as necessary. -~ Notice of Intent - Kollmorgen at Village Hill (Northampton, MA) 3-1 ~~ 'i~ \ ? _ _: Section 3 Project Description Tighe&Bond ~, ~~ Protective measures will be inspected after significant precipitation events and repaired, as necessary. The following general measures will be employed to minimize impacts adjacent to - resource areas during construction: • Erosion controls will be installed as shown on the plans prior to work adjacent to wetland resource areas. • Erosion controls will be removed and properly disposed following Conservation Commission authorization. ~- 3.3 Restoration Plan ~ l The Restoration Plan presented in this section describes the actions proposed to stabilize disturbed areas upon the completion of construction. 3.3.1 Buffer Zone Areas disturbed/regraded within the regulated Buffer Zone will be seeded with an erosion control mix for dry sites (New England Wetland Plants, Inc.. (NEWP) New England Erosion Control/Restoration Mix for Dry Sites or equivalent). If necessary the area will be mulched to provide stabilization until vegetation is established. A summary of species included in this mix is presented in Table 3-1. t_) TABLE 3-1 New England Erosion Control/Restoration Mix for Dry Sites Common Name Scientific Name Indicator Status I ~ Upland Bent grass Agrostis perennans FACU Rough Agrostis scabra FAC Bentgrass/Ticklegrass Blue Grama Bouteloua gracilis -- J~ Canada Wild Rye Elymus canadensis FACU+ Creeping Red Fescue Festuca rubra FACU Annual Ryegrass Lolium multiflorum (naturalized) =_ Perrenial Ryegrass Lolium perenne (naturalized) f-1 Little Bluestem Schizachyrium scoparium FACU Indian Grass Sorghastrum nutans UPL j--~ According to NEWP, best results can be achieved by seeding in either spring or fall. Late L spring and summer seeding will benefit from a light (i.e: less than one inch thick) mulching of straw to conserve moisture. The mix comes with a recommended application rate of 35 pounds; per acre (or 1,245 square feet per pound). The mix may be applied by hydro-seeding, by mechanical spreader, or on small sites it can be spread ~- by hand. The planting of trees and shrubs within the Buffer Zone is not proposed to preserve the open meadow nature and viewshed provided from the building to the southeast. Notice of Intent - Kollmorgen at Village Hill (Northampton, MA) 3-2 _j Tighe&Bond -7 i ~ Section 4 Regulatory Compliance This section summarizes the project's relationship to and compliance with pertinent " local, state and Federal regulations. 4.1 Massachusetts Wetlands Protection Act As the project is being conducted within the Buffer Zone of an isolated wetland the proposed work is not subject to the provisions of the Massachusetts Wetlands Protection Act. I 4.2 City of Northampton Wetlands Ordinance The project is subject to the provisions of the Northampton Wetlands Ordinance as activities will occur within 100 feet of an isolated vegetated wetland/wet meadow. The majority of the project, including the entire building footprint, has been sited outside of the regulated 100-foot Buffer Zone. Site work associated with the construction of a dense grade stone fire access road to the rear of the building, and a concrete block retaining wall. to the southwest of the proposed building will fall within the regulated Buffer Zone. These activities, including associated limited grading, will result in approximately 9,750 square feet of impacts to the 100-foot Buffer Zone. Approximately 1,216 square feet of impacts will fall within 50 feet of the isolated wetland area. No impacts associated with the development project will fall within 30 feet of the wetland boundary. In accordance City of Northampton Wetlands Ordinance at § 337-10 B., for areas zoned as Planned Village the .Conservation Commission waives any of the performance standards that are over and above state law with the exception of the setback requirements in Table 1. In accordance with Table 1, the setback requirements for this project are 10 feet from jurisdictional wetland areas. No work is proposed within the 10-foot No-Encroachment Zone. It should be noted that activities associated with the construction of a stormwater detention basin will also occur within the regulated Buffer Zone of this isolated wetland. An Order of Conditions has already been obtained for this portion of the proposed work. 4.3 stormwater Compliance The project has been designed to meet the Design Criteria established by the ~ Northampton Planning Board Regulations. A stormwater design report and accompanying discharge permit application have been submitted to the Northampton ~~~ De artment of Public Works. Ana roved ermit is antici ated to be issued rior to the p pp p p p ,__I public hearing for this application. A copy of the stormwater Report and permit application are included in Appendix D. ~_~ J : \O\00106\Permits\NOI\Report.doc Il ~j Notice of Intent - Kollmorgen at Village Hill (Northampton, MA) 4-1 ~- I ~> ~ ' T' he&Bond ~9 I~ ~~ I, _ .I I~ t_. {~ LI Appendix B Figures ~~ ~~ ~~ ~l V:1Proj eds\O\O0106\us gs. mxd _-____.-_ --- J:\O\00106\GIS=POFS\usgs.pdf-_.._.._.---- ._.__.._-- ------. .____.-.- -----...------.-------.----._ _ -----0=01 n /, ._ ~ ID Oc' ~ ~A (n. Eq O 3 _ ~ ~ y s CK S F ~.: pF L_l ~ ' _ c s ~ ~ Q'~~ <v P~ 9 f -~ 15 Ill f S 4 ~-"~, - O ~ ~~ - ~ `N - ~ a ~. ~~~~ -- ~ ST yx _ :mod. /`~ ire c 5:. ',k5, r ~~,,I,f ',~ .,~2 - ~ ;.^:,-t~ ._.. +iF • air . `_ ~. I 4 ~ ~ ~~~ ~. -' '. ~ Q ,; vy~ of ._~ (• r, -.~ .a •. ~ l #- . ~ N STRE r• ~ lr. 'r;;. I ~.~ ~~ , ~~ .i, t ?~' I, ~ ) . ~ 4 _ ~~~ NHESP Certified Vernal Pools ~ Public Surrace Water Supply (PSWS) © Community Public WalerSUpply-Surface Water 0 Fresh Water Non-Forested Wetland © Community Public WalerSupply -Groundwater I-_'_'~sl Salt Water Wetland Non-Community Non Transient Public Water Supply ~ Waterbodies n ® Non-Community Transient Public Water Supply O Major Drainage Basin (-J Non-Potential Drinking Water Source Area -High Yield Q Sub Drainage Basin Non-Potential Drinking Water Source Area -Medium Yield ~ Dmited Access Highway ® Potentially Productive Medium Yield Aquifer ~ Multi-Lane Highway, NOT Limited Access ~~ Potentially Productive High Yield Aquifer Other Numbered Highway I" " EPA Oesignaled Sole Source Aquifer _ _ Major Road-Collector ® DEP Approved Wellhead Protection Area (Zone II) Minor Street or Road ~/\~~~~~/\) Town Boundary V V ® DEP Interim Wellhead Protection Area (IWPA) ----~ County Boundary ® NHESP Priority Habitats for Rare Species O quad Sheet Boundary ® NHESPEstimaledHabitatsforRareWildlife ------ Track or Trail 8 Public Surface WaterSupptyProlectlonArea(ZoneA) ~-~+-~+ Train 1:25,000 ® Protected and Recreational Open Space ~--~ Powedine 0 2,000 ® Area of Critical Environmental Coneern (ACEC) Pipeline ® Solid Waste Landfill - - Aquaducl Feet r V:1Projecls\O\00106\gis.mxd J:\0100106\GIS-PDFS\gis.pdf ~ SITE LOCATION C 5 ~~~1iJi d FIGURE 2 PRIORITY RESOURCE MAP Kollmorgen Electro-Optical Village Hill Northamtpon, Massachusetts Tighe&Bond May 2009 Data source: Office of Geographic and Environmental Information (MassGIS), Commonwealth of Massachusetts Executive Office of Environmental Affairs. Circles Indicate 500-foot and half-mile radii. Data valid as of April 2009. 0-0106 -. .. . ,.~ ! l 11~. ~. ~.. ~ ~ b„ > i ~ ~' ! W ~ ~"• yet ~.: r ~!1 ar''' i. ~ ~I K~ n'r ~, ' )),I~I ~ ~~.4' . ~~ ~ I l , 1~7. 1 F'~K _ t V'~ _ * l •.,.4 .J . ~'}4y. r. ~,~e({ J<' '1 t, 1 f ~ ~S ,~~ ~.' 3' :.'~ ~; ~ ° ': _ { -~ " .PRINCE ST ~~ ~~ SITE LOCATION ~~,~-~"'~''~ ~ ~ ~~ " i Fart ~ ,~.pe ,~' •-.r_.r"q,,~ s ~•`Y' , 0~ s "~- ~,~, r,, ~... s A ~ , r ~..a. M t ,y*~°° §r .,,may ° O , - ' f ,~~5''r µ' it ~+ ~" ,,,. .c ~:. ~ ~ . l~ ~ ! ~t~ ~ ~ ~ ~ . ~' ~ ~~~ ~ 7 ~ ' ~~ • ' is r _ f F 0 ' ? X +~~. ' G :, a y i r ~.: .a ~((~ _ '~' g~ ti s, J ~; - ~~ 1'_ r ~.~ ~~ -.f ~~ ~ ,: r ~` r m 1 ~i SP`~r ~ y+ ~ Id ~~ ~ ~ -~. ~\-, f iii` J~. , t S ,. lr .a ~.'.Is~,~t ..• ,. ..' J .. .. .. +r ;. '°-~~ ~ ..~ .-. .- ~ v .. ~; ~yl . - ,.. ,4 x~ ,y. ,. \ , s ~ Legend FIGURE 3 ~ NHESP Certified Vernal Pools NHESP NHESP Priority Habitats Kolimor en Electro-O tical ® for Rare Species g p NHESP Estimated Habitats Village Hill ® for Rare Wildlife ~ Northampton, Massachusetts 0 200 1:2400 ® ~ Tighe&Bond Feet ~ Based on MassGIS Color Orthophotography (April 2005) May 2009 Orthophoto Sheet ID # 109894 - ~-- V:\Projects\0\00106\nhesp.mxd J:\0\00106\GIS-PDFS\nhesp.pdf ~I r"- J` -~ y i J' r u ! - O s ~y s. _ :.~ ~,~1 v5 ~~~ ~~wrf' a• ~ rA ~~ ~ ~.s ', V', . I' .. - It ~ , ' Y-v~;`'Ya ,. ! I ~ tip. 5 ~, ~: - ~r ;~- -'~ t ~ ``~ 'J 3dr Giria~~ J ` '~ ~ ` ~, , ` SITE LOCATION s... Q_,~-tee:. ~ r'~ S `-! ,``- 1M~~ t~ ~ - 11i~~~~~~ ~ i ~ ~~ s r ~ }. ` `, @ ;~ ~ lsi O~ ~r _ ~ .f~ Imo.,,..- -ti[r .. I 1 ~. ~ •. ~ J ,~'( / I~,~ ~{ I I{~~, ~t'`^ti. r; !I~ 'I ~I tr~n -~ ~' ~!6 i ~ ~,'Y /` , ' ~ ~rrr + ~ ~ r,~ i 'r` ~ ~ ~.,r~ L~~ , r;: ~C4 ~ ~ o, +~"l} ~ •'J Jf. "'ems '~- ;fl Q w.« ~ ~''t 1'~i . ~:i~ 'I :£.;- _ ~ _: ,.' Ill _ ~ r~ f l~~ ~~ ~ +lR~ w '~ y1 t'•,' ''~ yt ~ ti '-~,-_ ~. ti, 'I ' ,c~ k`~ ~/~~. ~, echo ~.MOad?a `~ ~: ~ ~ s~- ~"~ ~ `;~-„ 1~_JI c~'``.~ sy~ off r; s ;rr -. I. r L ~ ~ ~ r \ .+~ ~~'~ ~ r.r I` ••¢ f1 t' ~-'-. ?:~'~ ( F'~ ~ tic 1'`,~. r.. .'~ FIGURE 4 Legend FEMA 0 100 Year Flood Plain 0 soo near Flood Plain Kollmorgen Electro-Optical Village Hill 1:25,000 ~ Northampton, Massachusetts 0 2,00o Tighe&~ond ~ ~, Feet May 2009 - V:\Projects\O\00106\fema.mxd J:\0\00106\GIS-PDFS\fema.pdf f~ I I ll ~~IiEET N0. TITLE n 1 COVER SHEET ~_ 2 EXISTING CONDITIONS PLAN 3 SITE LAYOUT PLAN _ { 4 SITE UTILITY PLAN ~, 5 GRADING AND DRAINAGE PLAN 6 DETAILS-1 7 DETAILS-2 8 DETAILS-3 9A PLANTING PLAN (BY CAROL R JOHNSON ASSOCIATES 1NC.) 9B PLANTING DETAILS (BY CAROL R JOHNSON ASSOCIATES INC.) 10 BIORETENTION DETAILS '`~ 11 TRAFFIC FLOW PLAN ~ 12 ' PHOTOMETRIC PLAN ))! ~{ Ma;~ °~ ~I~~~y1 i Ml p '~~^ I I r~:4i ~/ ~ I ~ E ~ ~ _ a \ A ~ ;1 • ~ p `~ Held ~,T ~ 1 ~ r.. ~,,. !r ~~ a I a~ ..~~ ~ '~ 1 V~~r I~ ~ ~ r~s'fl~~'~ ,: /~ ~f" 1! ~ ~F ' .' , I 1 N I .1 K"~~~r-.1~„~ ~~~~~ ~~"i"ll~~ ~ ~ ~'~1~ SCIt I'.. ~ 2 ! r; r tY IL ; ~ ~I~ ~u Y M bryv~t6 /~ if ~~~I~I~ t yr\~ i io ,~! ~`i!, N } i ~ } 1' ~ I , . c ~ Fel y .5 ~~ t ~ i c J 1 n ta~~ ~ ~ y p! ` .~ ,~ ~ 1~~,- I i '~-~ ~ t y ~`, ~~ a 31...1 ,~t'~1~~1^-.. kr ~/. ! ~ r \~~ ~~ ~ ~{</ ~:~ I11~,~yf~P\.~~'~~~~4`,f(rr~t~'~fGa~~t ,>,~~J~~l'`Q~y+~}~,~') I~~ ..~~~~e~~~ ^';t ~^yf 1~¢ ~(~"~\sl''-C `,.~ I){ l~^~`~~~I./~/~ ~ ~~t,TSVs 4 y~~ ~4, ~ .y ii ~'j~~ll)lI'~~-'~ I'~'~ `~; 1 ,~~J'~;~prv'~~, ~~'~ ~_ I~~l(>V~~ ~~-v ~~j,, :,~ f J't j i .l J 1` ~. ~ ~ • .-~ ~~ Aihie(;c '~ a _ t 0~~ i„\ V.. f... i Al? ~~ III ~i V~FI~ ~I c~lC,y/^~'{: ~1N~It VI ~ -. } ~ - /~ ~ , ~~i ~ l ll `` ~~`' ~ `, rYr I ;~~~b1 a qa~ '~ ~.~ .r . ~ L..;, ils'In.`ti _ a5~ I Tllr :` ~ ~ _ ~ k }t~L~f '. 1i ~1~~1j} ~~~~f 1I~t'~'°4 *,~~ rlli.3 }f~ ~ ~, ~® ~~ i~~, 1'n `~l~ Ji~~•~ ~Il ,~~~~~I)J~t~~ I ' ~°?~~1~ ~~~I't~~/I ~y4~I~F V :~~ ~~ 4 ,'"~l i j,ry' . ~.r "" '~ ~ u_~. PROJECT a h t vl ~ Jy~ y j~~~~""N.- ~r ~ s' 7 j 01 ~' !~ ~~ ~ } l~ ~~a ~/ ~ i(~ Rq~~ ,.`'o~/~i~_ y f%_~ LOCATION ~:,~ I~ ~~c ~,) pins, ~ ~ ~t ~ :~ rf ~' 1 S ) ~'[IYP`h r v@: ~ ~,~ ~~ ~ji .ll`~f, 4i~' I1II Y, ~~ . 5~~~',.~\~`~ f Iw~ ,~I' ,`~\ ~r 1j ~, ~ i 1 Il ~. ;APPROVED BY THE CITY OF NORTHAMPTON ' CERT FY THAT THE lu TICENO F APP OVAL OF THIS 'PPLANNING BOARD: ', i PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED °`-DATE: AND RECORDED AT THIS OFFICE AND' NO NOTICE OF h APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER RECEIPT AND RECORDING OF SAID ~ -' CHAIRPERSON: NOTICE. el DATE: { __ CHAIRPERSON• LOCUS PLAN SCALE:1"=1,000` ®V~INER K®LLMORGEN ELECTRO-OPTICAL, INC. 347 KING STREET NORTHAMPTON, MA 01060 . I DEVELOPER.:. ®°CONNELL DEVELOPMENT ;GROUP 480 HAMPDEN STREET HOLYOKE, MA 01040 ARCHITECT EARGMANN, HEND~RIE~ ~~ ARCHET~"PE, INC. 300 A STREET BOSTON, MA 02210 I . ENGINEER i ~ Consulting Engineers 53 SOUTHAMPTON ROAD 1NESTFIEI:D, MA 01085 , fN OF Ng8S9 `4PLlP CF ldgff' ~; gANCISJ. ~ ~ i JO5EPIIP 9~ 'i HOEY III ~ ~ VIMNgI.Jq. w+ CIVIL 'o CIVIL ~ YO ~ ~ +S/ p LE PV ~ ~'/' d ~~ SF~I l - _-- -- ___ . , _ _- -, ~., .. ._ : fvELGPMENT LLC ;; , s _ ._ ~y ro ~, r / uvesalelD, Ivlassacnuseas / / rr ° DEVELOPMENT ~u, J` HOSPITAL HILL i D ~ ,t~ / 1~ / ~/ ~ ~ ~Q~~~i.; \ ~1 ' (413) 562-1600 1 `l~~ DEl'fLOPMfNT LLC ,...:r~55~ / ,/1,!- ~~''TT~ ~ +'. % J. ~.~ - __- 1 3^~ i i/ , / -' t'l/,ice i~ ~Y_~ ~ ~`~C % ~' J~ ,~~ ~w www.tighebond.com • ,.r i.7 ~. ~ S ~- , / , ~ /' : ~ ~l `._ m .. ~ / ,tea i n _,y.. 0 crtNr. Nao ~_ ur aap '"~ ~a..~ ~ ~VA~ I I " /~ /I! ~V~1 1 C'~ r~~1 ~,q3 G / J ~ 1 ~~ 1 ~ ~ ~u SIO ors. N/F r , - PRiNOE STR E1 - ~_~J\,- 13?:9,0~ \ N82- ~2~ I~ ~ "~I ~i 'llll r~%` \, }1~N ~~ 3 61 NORTHAMPTON /~ xsw~ ~~ `1 °rz'^\N82'g^2 \ ~ ,, I ~~ ?IN I,IIIII~NI~~I ! 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NORTHAMPTON J rQ"" // /'j%;1 ~;(yD; I ! /r.r ~%'~., /• f. , HOUSINGAUTHORITYr .L~1 /, ry^y' //I~ /~ / ~l , yt ; i ~ / r,,~ / r , ~ Q; ,,v l ~ n ZONING DISTRICT y' ; ~ ~ / ~ ,a BOUNDARY )~_ `~, \ mSmRYtro°c '4t~ ~~ 11~~` F~ F-~~ yam'.- ;' -,/ r. 1 ; ;'/_/ ."rr r ; ~~ ,`~ll~; l ~'- / iectro-Optical ~ / /, / E ,-' N/F \..Y ~ 1 0?' ~ \ (~" F c~ ~ / r / ~ x ' n° ' ~ -(J 0) ' ~, ~ f PCUDRIfR, )HOMAS " 1(A.: \\ y~/ ! _ ,- ~~~, ~• / / / , r u / !' ~ ~+)./ ~ty~/ / a~ /' ~ j \ R. & ELIZABETH \ --.~ r,1i'~ ~'¢,._-; ~ ~ S~ ~~~ / /~ j ,/' `1~II / ' ~ / ~ / ~/ II p 1 1 d1 ~} '_ ~..^ _/j '; ' I / /`•r,/'t ~ 1 I;l ,'i' '~/;~~~~ ^~, IA jI i Urban ~, ~> > ~ ~ w f;:;-::_~~~, ~ _~ ~ ~ , ~ /ILLDYCL~ , i(~ /`""~ l~ `~° ,~ Residential ~ I ~ ,~ s~-~~5~"~~,.',,-~-\,~'~ -!~~ ~,' ,!~~ ,,o ,; ~;' ~~-' I /~ ,~?'/, ~- GI 1 , \,, , , ~ ; , / ~r, ~ Village Hill, y B 1 ~ 1 ~ ; I ~j~~„ .1 ~ ~a~, .~r; -- ---?-=' ' ~ ' /~,~ ~'~:'~ /!~~ "~„~,;' / ~' ~ c<l~ ,d ~;~• / ~ .Northampton, i _ , A'. ~ ~ ~~ ' ` __ _,. 1 1 ~, 'I. -/ ,. ~;a~,~ ~ _,eo~ ,` ~ Ss /` -,h>,••.M•"~/^~~ ~,~ ' achusetts ~ / \ 1 \\ ~. i ~'~ •,`' ~ ~, c: '~, 'o, ~ General / ~ Mass McCUTCHEON,~ t 1 %-/~ '~ / Jr~' / r r~)` \ ~~ /- ! r / '/%!•,~.;'`; ~ ~~'4.1 ~' / r' ~ / Indust r / DAVID J. 1 / -/ ~1" 6,Q,~. /F;'/ ~ / /Jd'C'~'~ .\\ / °~ ,,~ ;,~: `c ~~'~,IL`// ~ , 'J ,,,, \ 1 / \~r ~5 ~ HOSPfTA,L H1LL / t~ - ~-~ -_ ,~ I • / / ~'`GJ~ 1 I N ~' r ,' , ~~(' ; / a-1z ~ ~ ' 7 ~ i ~ o ,f ~' ~% ' ~;c r SITE PLAN APPROVAL DfVfLOPMEN#f LLC,. ,AU ~ ~ , ` ~~~ ~ ~ ~Ct ^ ~ ` ~:J~9 /~' (:?,. //, ~ ~ ~/ , /~~ '~ I r ,/ Itrnd° ; ~ •f^ ~,~ /'LO~Dc"a' ~ ~ ~' cOi t '`\~.,,,~' / /~• // ~-=- N/F / NOT fOR CONSTRUCI'fON ,I /N/F .1 \ i / / i ° / % t I,L fi F' ~ E Oa _ J / / ! / MASSACHUSETTS / ~~ \, PARKER (P 11 ~, \ ~ / / / ~ ~ ~/ / ; urE~ ~' \ 3. ~~J " \ ~~ ~ ^~ •.., ,. ~(~ %~'~.- _ _. r `yo ~~ /, ~~ - /~~, ~~. / ~, ,\ / , / / ~ `y ~~ / _~ /~ ` / r / ~/ ; ELECTRIC COMPANY r 1ESLEY A/- 1 1~ ~ _. ~` ' '/ ~ ~J~2 ! / / ( ~ "~' ~ / / - ~ / b._ / r^ r / ,% , ._.--~ - WE NE, `. N, .,-'-' I / /~ / rsi, ~ ''~ ~\~- __ ~ ~~/ -~% ~/J"t~,..~ /'/GJ \''/ 4' ' ° / ~\ \ / _ ~ ~ / 1 , ~ BARBARA J/' 1~'- --._ l\ / // ~ ~J/ ~ Ji / I -- 'fi`r-!~ ~~~ . '~~f ~...~~// J~ fy.F - A;'''..'C ~ j;i~~A~\GO ~ r ' COT--/"'"~ ) 'rs.--- a',' i 1 c !Z -/ / ! /,~./ / , %,6~• ~' - 1 !'`^ / HOSPITAL HILL ~`" J a"'~``;~, E~~q ' / / 1 ~, N/F U1 ~ 1 - ~-. ,~ r% //l i ;/ ; I r-ra--__'.__.---." l~ri.. ~ Jl OFVfLOPMENT"LLC ~ i f ~'' ~ 5 5~ r l 1 ST. LAURENCE, , 1 _ \~. / ! !' / ! O ~1 r - - - ~ s,- _„ 16a~IJ°.r /' /J \~ / ~ v,/ y yE~°hl/ I r ' /' c sro7me snevlwnrPROVnuaPUCanoN - 1 JANICE D. ' ~ % ~l~,t-a, ~ OI f ~ > i 150 ~ / ~~~' J 6 . I , ~.i. ~ 1 /_~ .r`• 1~, •. // ! 1 / DO_I~',I ~~ - ~ a`QJ'tr/ / ~,~~ i/ f///J ° O'~ '~/ N/F .. s 424N9155UE0-1NOMi550EVElOP4'EMRENRV I ', , ~ _. _ _ _ ; ,~ ~ , ~I .: , ' ,, , \ /' Q, - / ,/' //1 'CONPI 01 n 4110N9 1SWmF0R A1F550EVEtDPb@MPEVkN /~ \ / I ' / ~;~ ~, / f^E~. _. N/F ~ ~ ,~ 'y,/~• /~ 5~ ASSOCIATED, INC. ._1 ~ \~,r ,' i I i ~, OI j~s /~:.' CITY Ob OI Q:% k ,\( ~ • //` ! e~ ~. lass ona Oc:aApYw I ^t" 1 1 ~ 01 ~ ~ -• r NORTHAMPTON G ~j /'ti ~//` ~~ NOTES ', PkOJECTNO. P010B ~' ~ 1 _„- J - l 214 SIOPY G ' N/F i , a_a, Uj , I vrcacawtmvc~~ ~ `' /%' ~ ' y~'r /,%,/ 1. THIS PLAN WAS COMPILED USING A PLAN SEf ', DRaWNBY: JMM7MP ~i 1 ' ZUCHOWSKl, .~.;, 1 , ~ \ ` i' 1 I :~ . ,' , ~s° I t . . /ii ~ r! // ,; `.'~ ~1-~1 ~ I ED{NARD S & JUDITH A. , r I I ~ ! _ /~ / ~ //yr. , ,J r, / TITLED °iHE VILLAGE AT HOSPITAL HILL PHASE , N89°2~1'3.4°1W' ,' F ; _ _ ~~/~~ J , ,//fC i I, I I I 265.58 u~ ~I`: '` ~? (' ~°" ~ ''/ / /T 60 0 30 60 120 ONE DEFlNITIVE SUBDIVISION" DATED NOVEMBER 2D, CHECNEO: JPV ~ 2003 AND REVISED APRIL 30, 2D04 PREPARED BY ` ApPROVEOSY: pJH ___-_-___ ~ ~ ` - -^• °•~ ' ~ _ BEALS AND THOMAS, INC. AND A PRELIMINARY z ~ iEX I ~_~--~ a_2 ~au~Yill„~ \- ~ ~ - - PLAN TITLED °LOT DIVISION" PREPARED BY ~_~-~- ,,.- ,,, , . „~~„ -„~-.--+-..r „~.. ~-""'-----_ SCALE: 1" - 60' ./ • SHERMAN & FREDRYK DATED AUGUST 12, 2008. 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'\ir ir1 ~ Mkl-15' i\1. -T'I. \ ?, 1 r ~.,I: I, ..~.: I I :I, I I ,\ , / /J1. 9.1 ,_ _ _\ ...(. , l L \r. l,~'.\,~ /,,. ~~ ~~iCB-14 ;>. s: / \ \r 2 RGP \ \ fl. --,ol. y'/1',I 1'.:1: ; I 1 \• r, ', ..~;.i /f! i " ° I ! 11 \.. \ i ~\1%r ../`. 1° r1 ~ ,/'199. r :. -9~89y '\ ~+ i~ '~T`01.07 \JII - ,,t1~ :;I ~. / 'f f. ./;, ! / `~r / ' 'rl'i , 1 y .-%1 ~_J _ 6•' ~i./, ~ / 12" RcP x \ ~ ~ ` ~ . ,`\ Y 1 ~r o I /1 I I;' 1 : '/.' I , . ~. l / y ~ --~ .~ / 1, I or ~ \ ~/ > /1 L ~ 9~ ~~ / ®0.9% "/ .,* n ~ 1 ~ 1 \ 1\ \ ~ ' ~ .Q -~ j' ~.1 rn I ~ ' t. i l> . l .:. /"' 1 f // / / ~ ` -i /l I J ,; 3`OxtN .~4rs~ 'li ,/. t' \ rt /\~~ i~ 1'\/ RC ~_~. 1 T' \ t Q. -: i' _f, \ ~ 1, / .1 / a a .i I~ ~ \ ~\lirl C /\ \ i1 \ ~ ,~/1 \ 00.7%. ~ \ C~ 1 `. ,: \>~ ~\( \ N. ~ / 1 . f , r / / -~//l // .a° HOeCW ~; - v,.1 /\ \/' - ' /\ ~ 19 ,. <¢,. \ ~\ \, ~ . \ i it/1 \ ~. J .~- i ~ / I I ...,., I j ~ -7 f ~ r/_ / ':.i> / ~,: r /'.Ir". fi 1' o ~ ~: CIVIL., .. ~ ,- - ., ~ 1 a an ..\, \ ''!I i .t it I, I f i r. / ! '/ No.. fl t ! ~1f 1 Y / / 1\~ ~1 1 11/ ~ / ~ ' MH-B 1.' `':\\i' i ~ ' 1 _I'' 1 1 : r / "a ' i ~ / 1 ~ 1 Y /~ ~\ ~%{0/\ ` / `T' ~ ~ / s. $~y~~a~" ;;t \i \,i i' \. c .~1.. , / , ,8; X. , GRAVEC•;FILTER :I~ I ' l I/ , J / :. ~ ! / 1 o? . ~.^ i 0 / / / 1 /' ~r\ I' ,\ C ~ i~ 1 :~~it;"4.;, ' % 19 .\~ \ ~ i " ~ ( '' 'rS,TRIP ENVELOPEDi IN' l 1. , J ! l ° o0 1 t i /\ / ( __ 1 ~ /' ..\~ ~'.~1 B-91. :: F' a .~fis '/ ,~\'` J~ ~! : \\ / ~ I ! '.;NON-~QVE~;GEQTER711rE ~ . \ \ \ / ` ~ / . / , I. i / ,,p ~. " ,. \ .\ ~, J 1 / ° >,. ^; $"\.a.:: ;i1 >\ ~r ': '. ...' 1 `. ` i "1 .:.: l ! ,,.~'r ' D: BERM \ \ \ ~.. ~ / ,i.'I,. 1 1 Vi / ~ _ ,~ r /.\ 1 _ :1, ., ., : .:.:. L~,: ;4'G : `, -: : ~., 1 . V /~, . ~ \ / \ /' ~~ .~ , , LO TED, BEHIN : 1 d \ I / \ \' / ~, ~1-6 r ,- w ~,~ .?, 1.. \. 12 RCP. t , ~ ~/ , ~ \\ ,~ ~\ ~ .~l\ ''i 'l„, 1`/ ~ ~' 1 \/. 12iR ~ r \ x~ 1:r,~ \.~ ~.' 01.4% 1 / \ '/: ~, J/,.%';~~~~/{ 'r 1 \ \\\~\y ~~'^~.~\\'1(' %I V ."~ .. \'\. ~\; ../ _~ ~ 16 \ 1/ ®2.T4 V `" .'8 \ ~ .;. : ~ ;, ~.;1 ~ 1~> r/. i.: l 1 1 ~~~ ~\ rsp' ~ ...\.:~.:. I .,:: xt', ~ ',\ -- 77 - 11".... ) 1/ r ~ ~ \ \ ~~ /'. `1 r ~: ";''~""s,. ~. :~ ~1 , V:.~ ~ :. \`i . ':C . 22 ~~ (', /. /,/°,~ / ~:.r:. , /!. / . . I ' \': \ ~~ ~ ~.y1 . p : ~/ \, ~~ /.. I B_ `ri '! 0p~~ 1 I :..: ~ :,.,1.. (1P':'~.' ~ Y .','/-l~ :~ ://" ',-i/. I ,:,~ ..\ ~\ ~ _ ~ 11, 14 w t ,','. / ~`'. 1/ /1 \/\ ),.~~~^! H- ~0~`2.7~1j.3'. . '~ /. ~ ,,- ' :c 1i 16 \% /i1 . /.' (.7 ' \ c Ij ,/y~:/ /• r / d.:' !:. \. \ \~> 1 1): ~ r 1 ?~_,,i 1 d , \ \/ /1 . 1 ;; \ I°' r r/ / . ,:. 1. , \: ~ I __.~ ;~•,. 1. ~,/_~J ~\ 12 GR r~ B 7> ° \ ', i :~_ ... ~\~ r \ K~ . .~ /~'~.i!i > / i i I I '~ I,I1 / ,, \/ \ \/ 1 .! ~% 1 1 \`> 1 \ \ ~ F : ~~ /'. l ''r:c 1 / y; / ', 1 / 1. iF.1 teorp r-_ ' J f - \ 0~ /1 ri\ r1 `~ =13 / ,u,w., ~'y \ ~. l!- /':~ 7 /.r/. 1. >/ ,. r' l,r. /.ltl'I ,,°oV Ass' %:i'- / \, %r- \ 1/ d > 33 \ ' .<' _ Y". RCP ,.: - :'.: ::-:.' ' , :', ~ 1 t ~ / i. ~ / ,. / i~/ 7- 1 .! ~ / i'-1. , / 1".1 =fir VNJR. y~ r.l ~! ~;, ~. V12RCP. .~~ /. ~~,~. : ;-'~ 0(!(;6% ~~._ ;~:; .':'.~.,,,.~ \ \~: '1 ,,, .,I <l ~ /::~ ~ j ~ '/ i ~ ~ ///~.i. a ;'..a,nL '.:.I -12 RCP ~ X05:8% \ . 1 i ;;:, 1jW/'" ~(\ 7 \\,. ~" . / ! / A l %i / ~ , // . ~/ Nd:a1`r+e .: 0 9.47 11, .. 1 ~ \ r . ~- ~ .. ;,. ~ . \ , } \ " > ~ '. l 1. ~ ;:. r J 7 ~i /! r 9 a , 1i d., .. br \' r MH=.4A. ~ ,~ ~:`':: :'r.: ,::.~ ~ :,;,,:. _~,:..~,'... ~.: :.. ;~ \i: :..., 1 \`'~ ,./ J .:-~~.... /I . - F '~~, _ ogfs: a~O,°W .i.J 1 i ` r. -- :t'.' '.' :'. ~. `:°:-' '. "' ;i:%_ t ~ ,;Gv.; °/ / 1. "~/'~~ ~/ ,. ~ /~/ ~ `fs Is 1^ ~' . 5 :,: I ,, 9 \\J -' ;: _,,., ,.. ,,;. ,,'~ I .. .J, ; /I',l ! ~j! I Ir' l , a,~' ~ 1'~:/ I uo " ~ ! 1 1 / ,.. - ,~ ,~: 1. ' / , V \ Y , ,.,, ' i ~: -. - : r / '~/ `, /_ .. .: - 6 : .: I ; ~ /; // :~ ' ~ :. •'; ,:. :. : Q' " , / k...J I / , ~~ // {., 1 ). DRAINAGE STRUCTURES \ _' !/ v ,, ., ..:... . , . . ' ° ' .. ~ . , `: ., e' H 8" GRAVEL FILLER ; ;, ~Q ... / :. \`•? . ! , r 1:1., /,/// I / / '..: ° ~ ...~... .... , : - STPIP ENVELOPED.IN:,':°• .... GS ~;' .:.., ,.. .., ., G ..'! ,.: ~~, / !/ dl _3 - 15 ~'RGP :.. - ~Q_., G. ~ y o-. / ~ ..{ ,f / ,/ CB=1 Ca t2 H ;l:: .24". RCP •:.: NoN:_4YO.VEN .GEOSEXTILE .. , ~ .:. .. ;':.:. ;:. I , 'i ~ r,t / l~ 2 RIM - 197.9.. -", ~ ---0:.1.0 ..-_ ~MH'^3 .. ._-.~._ ---: ~..: .. ,: _.. ..: :.. :.,. R: ~.. _::~,.-:. ./:'. -~ - ~- - `:._GR:. 197.5 - --..:GR. 198 - - ~-, ,®0.8% LOCrFaEDBEHIND:BERM- ..Q ,\~ 0~::.,. <.-_ ; . .; R;'- r// - /-.._ ~__., _ Kollmorgen _,~_ .... , .~ : .~ ::.^~ ... ~\).r9G ~ ~ :.:.;.. ~ ~ ,J g0. > i~ ,,..;. ! /,: .~ ,. ~~-:INV 1925•:;:.. i :INV 193.47 ..INY-1;91:5(NE,S) I ' ` . -'24" RCP'. : _ I .. _ :... ... .' .: :.,,. .: , ~ ,. ~ :'.. ,.; :,. t ~ 0 ~ ~ , .y, :. J.\,. /ii r /_ % ,/ ~ /1~ /~~ 'CB-13 : !NV - 197.82(E) ee ro- -ca 1 00.5%_ OCS-~.' '... F•.' ... ' :.. .10" DI ~. °.: ~ . ::. :.,.~, .... . ' : ;. :.. '' / '- ,',, / / . ~ ~ ', _ ~ •6R 198.2. :. - : ` - - ~. ... .. _, / i :GR~~ 197.1 :'.00:5%:15. RCP ., ',.. ~ .. _.:.^ .. i ~,1//, - ' ~ / ~ / / ' , '-.INV 194,8, '. ~ •: RIM '199.0. r ` r / , / ' / NV =.193.3 .. .01.0% ~.-` 3,:, .. .: ;.:' ~ ~.(:. _ ;. .'.', '' , , ,.. ... _ / ~ ~', r," j , r '..: .:INV-193.1(NE) - --~ _ i ,.:. ~ 14 . ,.. - . ., .; , it ~ !.. t ..I GR = 197.7 GR -'198 :, ~ s. ...'.'',:' ~> // i 1 r F l = :MH 4A191. J r. i ..INV 194.6 / ' ° WATER,OWALITY `~ r '': '.. ; :' ..:: .: .. ,:> / y / / / I / f ~ ! / 1' INV = 191.9 ;~.'- - S-i. :~. .. ~:s::' ',... .. ::,,.., '.:.., ~...:,~.;'. ..,:_ .,;','- '..y/ ii'r ~ ~/ / 1/L/. j '! ~CB-15'. 99.3..:E TRUCTURE (WG) \ :. . , , ~- '_ ~ ~ .. ' . , ~ , , y, !II ~ ,,// Cg_4 NIV T92. 1( W') I e~,a 12" RCP ,: ': / /, , , .. ,. j //i' /. , I'~ ~~ `\ :it" ' OR = 197.2. GR 198.0' '`;':INV 193!08 (NNE). .. , ...,, "010% " \ .:. ( - „. , 12. RCP. rr, , : ;. `" :.. _ ..Y~~ ~ i,' it/~i/ :r,~ Y %. ~ r„~~W l INV. 191.Z`. INV 1948 MH=5 / ~:I ~ • ... 0 0,8% . \ . I ~ 1 :' .. ; .. , :'.': ,. :..:. i' C) 1 ~ / . r I II 1;1,' _ RIM :f99.0'. 1lt ~ CB-1 : ;. ... :; ,,. ,,. '.: 196 / `' /, I !I'/~' L~ C6=5 _ _, ,:, ~ 1 /1„ . ! /.,, /~Yl 1 .,'l I. ,' • .. / :. GR - 197.7 GR 171918 INV - ;193:37 g6 - ~ / r !; / e ;. 1 / INV = 193.34 : /MH-6 ` _ .. _, _:. .:.. , _ ,-' ~ f , Illa e Hill C R-330 RL t ` _ 18~',RCP:` 1 ~ '... ~ i = i•'' ~CULTE OF 154 LF t . <: O O.O a . , :: ' ,n ~ / ! ~ 1 ( 0 P ;~. ! _ .. _ ..::.. -1 b... / / / r/ / 11 I . I ~ '% ~`.N' i ~ CB-6. _ '~ NV - 193.66: orth _. _ _<RECHARGERS IN .1. .. .. ,~ / ,: i / / J~ h. ~' ~ ,. = 97.7 011, ..' : -....:. ~ l ,'. I ~ ; ._; I !' ,r /r. I `GR. 1 I~ 181168:66,,, u _ -_ '~°`~STONE'BED. 1 ~ _--:: , . ,. '- OUTLET CONTROL :. ...:.. ;~ __- : r,m .' ~ / ;: .. j J.~ ' i ! '~ . / <.,; iNg is3.ai. _ MH 7 Massach sefts 1 , , e: =----1 ;1~=190:2& u1.. ,. _ , ' --. STRUCiURE (OCS) 1; .< ... reG' ~..... , , '.,r .. / , / ~ l: ~ / _ - _ ' NN _ ' INV,,I~`L' 191:25 . ' ~ „ .,, ° / / / r 9~ 1 / %~ 1 / . ,I / CB 19 NV 194.5: / GR 192 5 i.. •. _:___ .., _..: ...:. . _ _._ - :.:_,. ,, . 'MH 13 ~'~ r~ I ~ :/'/ j' / ,/ l / 1'/y,(l GR 71977 MH 8 ---- '=,-'... / / / . ,. ( /. / INV 189 3 .: - 90~ .. /, :, .. ,; \ ~ ,,.. ®1:0~. / , / / ~~ i%~ j ~? l /.; /!v ~ ~. INV 1x44 _RIM 19Bs: :; SITE PLAN'APPR01f ` ' 12''RCP' '• I rMe ~ / ~ / ', _ CB-20 INV 1942.6 _ ,., . ,,' ~ -~- -- .~..:.. y_... _ :.-.__. :_ _ ; ... _ _ _:./.._ , ....... / ^ ._ _ . //.:...r:.... ,__.. r ~ I / .- 1,. ,, _DOUBLE crini~' _ "NOT FOR CONSTRUCTION; •i ;. 7.: ~ ° ~, __: ~ /. ~ / .: / / I ' (I 'r CB-8 iGR 19A.2 ,'MH 1D '~ 4..- ~ __ y\ // /' / % GR 1977 RIM 1750} I /TOW=194.0 -~ ~~~' iQA. / ~. ° //~ / ~., i l i - ~NV 1909...;.. .. l l,'', _. l BOW=1920 ,. ~ ' a ~ ~ _ ~ -_, ~ . _ ,. /'° INV 0.. \ ... _ _ _ INV I _ ,_. - _ ._. _ ~-' _~ \.. ~,: MN-1A /,^~~ // / -. /~,jr / j jl `CB 21 MH 11171 - -- -- I _.~`.._:....~ is .-''" o -. _.------ /.. ../ //~'~'_,• /_ ~_'_ ---- - ---- - - -- _„ ,, _ i ~ i /~ GR~91977 GR T548 ~tIM ..1925... I. :::: _. - ..:.. _. ~ `~ .:_m ~: /_ //` / . %-.:_7:~ - ~ . i rkL\r\ INV = 194.4' =1N!! 191.6 .. _.INV --187.91(N,S,E) - -. -- _ ~ - } ,~\ I ~ 1, '. .... j-/ ~., / _~` .:, c`., .~' ,i : -.i. / ; / /... ~' /,' .r> ` I ,.-, :. / INV 189.32(W) .. ~ \ m _ _ _ r ®4" RCP / ~ CB-22 I4 :. ~. ..:. /. t /: _ .\,•, ~ A g /, /S~/ ,715%,// / ,i ,/ / AB-10 ~~ GR 1960 f' _. _,,. _ _.;CB \2 _,' ':,., _J_,_;C ,~__ '. ~. _.- • / -. ~.,,. \ ... .... v SH~~6,/ \ / ' e ./ / I GR 198:0 ~;' ~ .. ] ._-.-. ~...__ __. 1' ~\ ~ / ..,.... ~ ' ..i .. ._.. RIM 12195,0: : 1 I ...: \ .11 ~ "~ / \ .- / _'. INV = 1928 ... '::E~.6N5IW. PARI(WGL0T80RAINAGEMOUIFlCAiIONS ' , / ~ \ -_:__ o ~ 0 \ ,' NO / , ~ f 1NV - 194.8'.: - INV = 190.52 1 I l - ~° TOW=192:0 ,' v' / ~ ~ \ ' m-~ ,` ~ ! \ /r 1 F >>~ ~ / , et+taroPlraowNacEmaoiRC twos. ,.. I .._...,. L ~ 'BDW=190.0'...'_../ y.~[ ~ ~. ~ .. ~ -_ _ _ \'1 ~6 r - f ~., ''~'. ~ /' I/. / / CB-11 CB-23 MH-13 wcnnnNi .'• :,,:.,.. _...~... _ .._.~.~..,_ _.. ;:., ~-~:. '.~..--~• .. , '3 .0:/ /,, ~. ._ ~ 1 ~ ~ /. , i~ :.,GR = J95.6 ~ RIM:= 192.0. c sro?ms snEVVStorPEOVUnP- .. --- F ..._.. / e ~ ~ 3-7h ~ ~.•' POND INC / / ~ / ~ a aa4ms issued-:NOUdssoEVEEOaIJEHrAenew I ,.. .-- ` /' / ~ / ~ ,_.... - _. ._ _. _ ~ '( / . _ _ .. _ . _...,..INV =192.4.: :. ... 1194.6 - INV-= 187.25 li •. ~ ...~ _~..~.. , ~1'../ / '. \~ ". ~/ ~~ IN - 7 5 .__~~. ~ .%// .. ''A 4110N9155NEOPoH MASSOEVELOPMENiPEVk'Y! I ~. -:..: _~~. ~ / /I _;'~~.~ \\ ~ .. : ., .. -/. ~ / - , /,\ i / %..' ~i~'' ~ .~~I QS 1 . `.. RIM .141820:' raarR Uala. CesmPtion J -~_.: .:.:.:_: ,. ~-. BON 191:0;. _... _.. -_ i /~ /1 i ~ - 1 \ ~ ~. .. ..: ..: ~ ~ / -: PROJECTNO: :. 0-010e~ '~ /- - _ ~~- ~' ,/ N a/ ,.:C ~\ \~ i~ _ 1 ' ~`f / f~ /~ / VORTECH~.i000 ~GR 241969 INV 177,00 .. l ' ~/' 1' > ...:: ; '- / ~ • •. ~'~: \ \ ~ -- r / l /,~ / I 1 ._ >GR 197.8.. --._ INV 1937 ~ ~ :- FILE: OrzwirLgslO CwrenllSAeet;WR-0OtO60t . ~..._'% ~i / TDW=194.5,' /, / / ~'\/~~ 1 \\ \\. \ ~ .., ~.7~ -'/ ~ f I. .. - 'MN15..,_. . i-i'y: ~ / 80W=189:5 ' / 17 '~ , r 0 ~ ~ /~ ' (~ l/ lV / r INV - 191.35(IN & OUT) _ RIM 195.5 DRA§'MBY: SLK ': ~ ~ 1 ,, ..'' , ,j /1. / t ~ SEE DETAID - ,. .. :.. ._ ,. ,~ _. r .. ~... --- ~ ..___._ .._ ._ .- - --- - - -- ~-- U E4N. ~1 ". /.~.....:.. / r / / /~3_S / •\ SAEET6. :.~' -_.' i 1 ~ a //~J / / 1 r \ ,>- a\\ ._f. /I / ^ OCS 1 .-~ ~~OCS 3 - ' ~~ MH-16191.3 nPPROVEOeY: •FdN'.;.. ~. .'. .. i ~ / ... // /.r:~! ~~ J1 ~3\Y `) _ '. ',... :/, PROPOSED •, % ~1% /'. ) - !(\ .~ ~ t ~,!r,: / // _:i RIM - 198.0 RIM 198,2[ ; _ RIM.=. 198.2 - ' c ~: ! : ....._:.. - `__~:__-.._.-= __-_::_ BASIN-6.;,. ......_.. ,.:-..,...~,._._<-~\._..... ._r-.., _. ,Z' _.._..G.!.. _ - •~~INV~=1922 r..: / -'-- '- / _ --- __ <..-... __ ~/ _ d'~ _ -/- _-'~- 17 l _ _. !__ ......:. .~ . :. _ .. - .: - ,. / - . .. t,-1NV = 190.25 (N, OUT) ----INV- 191:4.(W,N) . .-. ' 1 . +_ f C:: _. !..__.. .~. ._., .., _. _ / ,.''~FB~ 7~1r _ _._ r-.\ ,... ._._._\ .,.. ,.. _ _ / ,.,.,,. ,., ~~/ ,_.,,t ,._r.,. , . , ~ \'s,,~. f f ) GRADING AND DRAINAGEPLAN,,., ..~ 1 1 ! / /' // -8 ! ! /t ~ ~ ~` ~\ ~ OCS-2 \~'\\~= __ // ..;/ ,~ /' ,% _ ! f ~ ~ , 1 :~ *., f / / , WEIR EC = 192.75 INV 191.45' (S-OVER WEIR ,~' \ \ ! i / ! WElI,dND t m\ ~ -\ .. ~_ ° -- . v e'' , •. "... , _ ../ \. , ... `. ! . !' "'. 14"4 ORIFICE 0190 25 - ,WEIR EL = 193.45 / / _ r ," \ \ / -- / - - /' h .. .\ A PROVED ~ ~ __-, _ - .._ __ _ ~ i RREM .^ `~ 13 _ ""~ \ ~ PROPOSE6 BASIN-6 DESIGN. AS DEPICTED IN THE P ' : - _~_ _ __ ,... _ . r / _.. .: -.:,._~... .r _.,---i_~1_ ~~-=3~ - ---- - _:._._._ _ .._._..~ _--- ----------_.- ..._ __ _ - __ .__ _ ------- OGS 2 _ SCALE: -. 7._ 40_ ,.+ \ PLANS "THE NLLAGE AT HOSPITAL HILL, PHASE ONE DEFINIiIVE ` ` "~ "" ~"~"~ '-"~-` ~'~-"T 1 -, ,:,_ ' , ; OUTLET. = 175.0 10 FOOT WIDE STONE OUTLET SUBDIVISION; NORTHAMPTON. MASSACHUSETTS,': DATED INV (2 6) 176,0 {- TW1N 6° AVC....,_ .._ _ :._._. CHANNEL OVER 6R~P. ~. NOVEMBER..2Q 2003'. AND:REVISED: APRIL.30, 2004, PREPARED WEIR (5 FL) =.978.2 SHEET S OF:' ~2 12". 15" 18" 21" 24" ' 6'' 6 6 7 7-6' B ~=9' -8 10 12'--' 14--•- } ~5" -5 5 6-6"8<4 ~~ 3' 6' 6' 6"~ 6" 6' 12 15 18' 21 24 Wt' 6 6 fi %': 7 6 8 =W2- 14 18 18' 22 2s' - C 8 12' ~ ~ 12' 16' 26' d,w 6" 6" '0' ' 12" 12" - .: GUT(ER LINE "- :._ ~ _._.. - - morge~ - Koll ~ r---~ q0 ^ ^ ~ ^ _ _ _ Electro=0etica[ ,, ~j ~ I i ~ ) ~ _.-- I -----_ -~' --~~---t-' / ~, ~ CE -SIRE€-T---`- I dwn PS 1 PG w~sxv~~rm. 1 SA ~~FD M%RASS~ , ('1~ ~T~ t.~ ~'~; PRIM ~ ~~:-.^ " 2PS .,,I v . ~c /, ~o , _.-. ~~ ~~ 1 BA ~ Ill; I . p - r~k~t.=6 - 2 SA RA I~ - ~ ,, ; RR ~ ~~`~ PLANT LEGEND' ~j e ~ {. /~ ~~~~~ RA ^~ 6~~ 8 I C ~ 1 PG I y ~l,rl7 ~~ ~~~ ~ p). ,!/ll ~ (~l !/ !~~ l~1 -'~ ~ 1 SA / /~ ~L '~ 2PS ~ v I I' I C ~ ,/ 'I ',. / 'll ` 1, I r 1 ~ - . i QA ,~ l ~~ ~ c~/ ~ ; ~ CSK ~, 1 L ~~~ 7, NS (il `~~ \ E'X 1 GR ~ f /~ ~ 1 FG ~ ~ 1 v ` 16 \ ,A¢E ~ ~crv .'~ ~~~ 0 1 AR I ~ ~ / V 31 IGC ~ 1 ~ x `.1 AR 1 ', I~~ A~ o ~i5 ~ 2 SA ,'i' aw.w ~~ 1 FG ~ .' 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Ss- ~ Sa ~ 1 JV ) fi CS N ~ ' } e ~ '~ SCSK ~ ~~ ; " ,, PV ~ SS. 1,N5 i, / ,~. ~, / ~ P. ~ ~ 2 JVC c T„ UV v, 3 JV/ -7 NS s v / / 2 AL ~ ~B~ r C ~ a1", ~,;; ~ ~ NOTE~1 `PW ~ e /; ~ v V l STMFbL TYPE DECIDUOUS TREES ALL SPECIMEN QUAUfY TREES EXISIINC TREE TO REMAIN AND DE PROTECTED O ORNAMENTAL/FLOWERING TREES ~~~ k, ~ i ~ ,dw EVERGREEN TREES ®~~ EVERGREEN SHRUBS Q O DECIDUOUS SHRUBS NATIVE GRASS SPECIES -SEE PLAN AND PLANT SCHEDULE "^""'""^"" BIOSWALE GRASSES -SEE PLAN eurr+ndlu AND PLANT SCHEDULE RAIN GARDEN PLANTS: SEE PIAIJ ~ AND PUNT SCHEDULE ,@ ^ . ,. /% ' CA ,.~ - IV ~ 3 ~. t r'.'s ~ .SEE NDT ~ - / / 1 ~ / ULv~~ / 1 JVE~~ SEE , f01GC ~ b ~ '~ ' t C ~ w ~ ~Ss JE1~ v / / 1 AR , : / ~ -~---SST UL/ DTE~1? ~~ R ~ '` N SS i'/ ~' 1 A NOTE>;4-PURNISHANDINSTALLPLANTINGSASINDICATED. 7,L ~ Ss `~ pJv ~ `' ~ ? SK ~ \ \1 ~ ,/k / % ~ SEED AREAS REMAINING WITH NATIVE GRASS SEED MIX ~ ~ r u /, $1 SEE ~ 1n 1 NS 2 eS `t~ ~^ .v^' e' ~^,1 AL i ,,, AR ~ ', / UL ~ ~ ,,,. // ; NOTE 1 I 1 BN // / v. SS ~ vl V ~~~ 7 'IGC ~ }VS 19 /l/ //~/ ~/~ /'i ~~ _ i ~ ~ 0 1'AL ~ %' 1 JV 'yv,.:, r ~ ~ r, ~ ~ tit / ~ ~' ,,, 0 4 IGC ~' , r / ~ ~/, 1 FG ; ~' /I; ~9 ~ .~~ ~ ~ ~/ /;/ muwwer `~ '~~ ,:~~. ~1L'0~ y\ ~//v/,cirri/~ 1 A V IY% ~ i ~~ rr/i. ~,~~ ~~ / r ~ ' /'~ ~;a r i/ ,~ xo~ ~ ~ ,,~r,,o^, ~,~~ /~.i, 1~ / ~% ~ ~.•'/~tr 12JV Ir ~ / //f/ 1 i s ~~/ :"' % ii ,~,1 Ihr~11 ~, /~ i~/~~ ~,~~•"~ 1111\ r, ~ i ~ % ~ ,v~ ~ 1 1 ~ '~11~~~ i'' / >'` ~ ~ ~ ~ /V > ~1 ~1t ~ t t 11 ~ i/.~ ~; 1 DR 1111`~r1n~~q ~ ~~ ~~~~~~~• I'A 11~ t,A~~ T ." NA O L /,, N9TE.~~,i, f ~ - 1 4 A•t~ d / v OD ,r ' ~ 1~ l 1l1 '~. ~ ~~EEDL C ,r UNLESS OTHERWISE .r' 1 AR- b 1 i ` ''~1~1 ~ . v ~• ~ ~~ IINOLCATEO, ALL OPEN ?- ~ 11' ~ PfiEAS ARE TO BE 1' 1~a~r ~ ~1 ~ ~~~,: ~~i °~ ~~~~~ -~ ~ ~ SEEDED wRH NATME 1 ~` ' h~ 11.1+~ ,g'~"" ~~ / / cgnss SEED MIX. _. _ ~ ^ Vh11 1111 1~r 1 t ~ ~ % NAME gR~SS , /'~ ~~ .i'1~111j~ 1'~c11 -~rz ~wx4~ ~~SEEp'MIX ~.' / / 1~ ~,, 1~ 1 ~1 1 t ~~ / / / / ~ ~..; 1\NS ~ 11~t1 ~1 11 - . _ ' ~ 1 BN - ~ i-~ r / / ~ a ~~ 0 11 1 / A ~.,~ 6JV /~, i . _ / ~ ~ /, i /1 ~/ ~ ~ ~ ~- ,gip ~\\ ,, ~~`=i-~,/_ / ~ / - /~ / l i' / h \ / i ARErA' `i ~\ ~ ~ / / r r , / ~ _ i S ~~ ., r PLANT LIST SYId. OTY. BOTANICAL NAME COMMON NAME gg DECIDUOUS SHADE TREES AR Acer mbmm Red Maple 25" cal. BN Beluk nigro River Birch 14' HT. FG Fagus grandifalia American Beech A5° cal. NS Nyssa s}lvoliw Black tupelo 25" col. QA Ouercus albs ~ While Ook 2.5° col. OR Ouercus mhra Red Oak 2.5° cal. EVERGREEN 1REE5 JV Juniperus virginiono Eastern Red Cedar 10' height JVE Juni ems vir inieno'Emerald Smlind' Emerald Sentinel Cedar 6-T heigh PG Picea louts Wnile Spruce 10' het ht PS Plnus slrobus Eastern Wnlte Pine Itl heght ORNAMENTAL TREES AL Amdanohier laevis Allegheny Shadbush - mullislem SA Sossa(ras alhidum Sassahas SHRUBS GROUNDGOVERS CA CleUra alnifolla 'Hummingbird' Hummingbird Summersweel CSK Camus seiceo Redtwig Oogwaotl IGS Ilev glabra'Shamrock' Shmnrack Compost Inkberzy IVS Ilee verlicillota 'Red Sprite Red Sprite Wnierberty RA Rhus aromalico 'Gro-Lod Gro-Low Sumac Ri Rhus lyphina Slaghnn Sumac SC Spireo corymhosa Corymbed Spires Vi l2urnum Irilohum American Crwberz ush VD Vdumum denlalum Arrowwoad Yburmm~ BIOSWALE RAINGARDEN PLANTS ANA Aster novae anglioe New England Aster GA Calomagrosfis x ocutifolia 'I(arl Foersla' Feather Reed Crass CP Cares pens}Ivanic'a Pennsylvania Sedge IV Iris verslcdar Blue Flag PV Panicum virgatum Switch Grass SS Schyzachyrium sceparium ~ Little Blue Slem Ssp SODUAGO species pnceo, n~anoralis, mgoso Goldenrod Species UL Uniclo lotitdia (ChasmonlhiVm lolifollum) Northern Seo Oots NoS Cant ~ BIOSWALE PLANTS TD BE EITHER SEED OR PLUGS. TO BE OEiER- MINED. Tighe&Bond Consulting Engineers 53 Southampton Road Weslfeld MassadhuseNs (413) 5621600 www.trghe6ond.com C R JA GMT-0.fpINWH A~SOCIAIFS INC ~~ n,wM rrAr ~~ E~ Z LO /r L V r W~ ~N 5~_ /\ a/ V W aI a0 L~ r O Z Kollmorgen Electro-Optical Village Hill, Northampton, Massachusetts cRECia:o; i¢ APPRWEa BY: PLANTING PLAN SCALE: 1" = 40' SHEET 9A OF 12 n TREE TYP. EQ. INSTALL TREE PLUMB TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED CRADE AS TO PREVIOUS EXISTING GRADE ROOT FLARE SHALL BE EXPOSED; MULCH SHOULD NOT BE WITHIN 4" DF TREE TRUNK PLACE BALL ON SUBSOIL REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON 1WINE, WIRE BASKETS, EEC.) AND DISCARD 3" BARK MULCH, AS SPECIFED DECOMPACTEO SUBGRADE EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKHLL HOLE WITH PLANING SOIL MIX AS SPECIFIED EXCAVATE SUBSOIL AS REQUIRED TO PLACE RODTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON COMPACTED OR UNDISTURBED SUBSOIL 5 DECIDUOUS TREE PLANTING SCALE: N.T.S. SHALL BE PLANTED WITH TDP IOOTBALL BEARING THE SAME dIONSHIP TD nNISHED GRADE AS 'RENOUS IXISTING GRADE. TREE 1 BE PLUMB AFTER SERLEMENT. STAPLE iHREDOED BARIf MULCH, AS CIFIED (HOLD MULCH OFF ROOT 1E) VTING SOIL MIX, PER SPECIFICATIONS L BURLAP BACK FROM TOP 1/3 OF QBALL BEFORE BACKFILLING. UNTIE E FROM TRUNK. E DRAINING ,,,.DISTURBED OR COMPACTED SUBGRADE 6 EVERGREEN TREE PLANTING SCALE: N.T.S. DECIDUOUS TREE (MULTI-STEM OR SINGLE STEM) SHRUBS CAPECOU BERM 24° BREAKS 10' O.C. ASPHALT PAVEMENT GRAVEL BORROW PLANTING MIX GRASSES/PERENNNLS 7 BIOSWALE-TYPICAL SECTION SCALE: N.T.S. CRITICAL ROOTING AREA OF -OR- DRIPLINE TREE Tighe~Bond Consulting Engineers 53 Southampton Road Westfield, Massachusetts (413)562-1600 wEw+.tighebond.com C.UMLRI~HNSONASSCCNES INC 6 FOOT HIGH CHAIN-LINK FENCE ~^^•^^- PlNflEEWI STAKED 5' OC MAXIMUM WITH ^~^~^m ^ ~ I~~^I~~+ PRESSED METAL DRIVE STAKES. ~""d""" `~'°"' HAND EXCAVATE WITHIN THIS ZONE. REMOVAL ONLY UPON APPROVAL OF LANDSCAPE ARCHITECT CRITICAL CHAIN LINK FENCE OUTSIDE OF ROOTING CRITICAL ROOTING AREA OF AREA OF THE TREE OR DRIPLINE OF TREE / ~ -OR- \ DRIPLINE OF ~ NOTE: DO NOT STORE ANY MACHINERY OR TREE MATERIALS WITHIN AREA OF THE FENCE. DO NOT DISCARD CONSTRUCTION MATERIALS OR SLURRY WITHIN WATERSHED TREE ~ OF TREES. \ ~ CALCULATE "CRITICAL ROOTING AREA" AS ~ 2.5 X TREE DIAMEEER IN INCHES = DIAMEEER s•o^MAX. OF ROOTING AREA IN FEET, OR THE DRIPLINE SPACING OF THE TREE (WHICHEVER IS GREATER). PLAN SEE PLAN FOR LOCATION. 1 TREEISITE PROTECTION FENCING SCALE: N.T.S. NATNE SEED MIX,.SEE PLANS ~ l IA l ( l ~ t~hP t I~,,•IV,II L AND SPEC. 6 `' SCREENED LOAM, ROLLID THICKNESS, PER SPECIFlCATIONS ~ _ --_ _ _-_- I ._I I ~ -1 -~ ~-III- ~ I- ~ ~-~ ~ ~-L- COMPACTED SUBGRADE :III-III_.III_III=III_~II-I r 2 SEEDING SCALE: N.T.S. PLACE ROOT BALL 2° ABOVE SURROUNDING GRADE 3" DEPTH MULCH (PULL BACK AWAY FROM BASE OF SHRUB) EXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFlLL WITH APPROVED LOAM, PER SPECIFICATIONS Z LO /r V N~N 1i. V/ Z /O V O r O Z SEE PLAN USi FOR 00000{~' SPACING 00000 Kollmorgen -{- -{- -I- -{- -{- EDGE OF PLANT BED EleCtrO.Optical PLAN GROUNDCGVER/PERENNIAL 3" MULCH - - ~-- - - Z .. ' ,.:., '. , , N LOAM, PER SPECIFICATIONS iii i-1- ',,i-- - - ~-_I-_-_-,~- ~-I~i~i 3 GROUNDCOVER PLANTING SCALE: N.T.S. oa¢~ m O~pN 2 Z K W w ~ ''- _ ~N~U 3 ROLL BURLAP BACK FROM TOP 1/3 OF RODTBALL BEFORE BACKFILLING, UNTIE ROPE FROM TRUNK PLACE ROOTBALL ON UNDISTURBED EARTH OR COMPACTED SUDGRADE C R I A ''W^ V/ ~~/ ii. a Village Hill, Northampton, Massachusetts FILE oRAwxev: rL CHECNFD: NZ APPRDVEC BY: PLANTING DETAILS SCALE: AssHOwx SHEET 98 OF 12 4 SHRUB PLANTING SCALE: N.T.S. o! 2 ~ Qa.~Lg i I I .__-----..I ,.. ._ , - -.' .., ~ o ,- - 1-.~.~.or- - - -~ `~ Grvni~ .• ~\ i~\ :;.r r i,\ __ .(413)5 _- V ., ~ ., ph{x ~ _ -m,. ~~y 62-1600 ~'~ bond.com i ~ ~1 ~/ -= .. -~ J STR p -.~ /~~ °` `.` , 1 ) `rc~ ~-- ~ww.ffghe i ~ '~ EET I ~ `~ ~ ~~ vv 1 1 ~ 1 ,~ I ) ~ NDr~ J ~'- PRINCE ~ ° pipN £ - °n~ `\ .. ` .~~ ~ \ . I I ~ ~ - ~ < ~~ - i ! ( -,. 1~.~' -_. iatl _' .. 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T'-'IsE&Caze Nll cutoff' blues ere melnlain6d Aflerbumm ,':. -~ ~- - ~ '~~ 7 ~lay0utandNminarylevelplanpmmdebhy Holophane on.Mey27, 2009.- ~ ~ - STATISTICS - Descdplion Symbol Avg Max Min . MaxlMin AvglMin OockAlea. -F 1.Ofc ~ 4.lic 0.21c ,23.51 5.0:1 -ErAranOe Dnve--- ~~ _ _. . O:fi fc- - -~_22k- _ - ~U_tac-- - ::;220:1..' -... ...-. 60:1.::".: ' Parkin Area ~ - - 1.1 fc - 4:Ofd -01ic 4001 1101 'PerimelerSpgl' ~.I:' ~ '0.11c ' 3.9tc 0.0 fc NfA NIA M ' BLACK PAINTED LUMENS HORIZONTAL ' Ma& Daa o sc5puo ~ ~, ' GENERAL INTERIOR, POSITION .. ~ '. PROJECTNO- 0-0tOfi FABRICATED SPECULAR , ~ . FILE ~ PMlometdcPlan . PEENED ALUMINUM _,. ... __ ~ ~ .. .... _ -- ~ ~ _ ~ DRAWN BYt - ~'JMM; TMP CENTER REFLECTOR -- - ~~ --- - -- ' •- CHECKED:- -:.... 'JP4' ~ '. WITH BOTTOM "V' ~ _. APPROVED BY; FJH' SECTION AND SIDE ' REFLECTORS CLEAR ~./ ~ - ENCLOSUREIN BLACK "'" ' °'" - ' : ' ~ " ' PHOTOMETRIC PLAN ~~~ ~ " . .PAINTED CASTMEI'AL . . ~ . _ ' ,._. .: _ . . , .. ,•.: .. .~. , .:. .. :.. ~ ~.. . ~' . .. FRAM& .. :. _ ,,,, . . __..._ __ _ __ . _ - -. SCALE ---1"=40 ^ E 2 PK10DMH000XA PARKPAK.. ... .. 100W CLEARMH' 475421ES ..:9000 0.75 - 100 .SHEET ~2 ~F ~2 ~~~ , I SITE PHOTOGRAPHS KOLLMORGEN AT VILLAGE HILL Tighe&Bond Photo 1: View of former Northampton State Hospital and future Kollmorgen facility from north (04/29/2009). Photo 2: View of isolated vegetated wetland/wet meadow from southwest from proposed detention basin (05/26/2009). i~'~. SITE PHOTOGRAPHS T~ghe8cBOnd r1 L ~- '~~ n ,~ ~~-- J\O\00106\Pictures\5-26-09 ~' Y _. a~, t ~ s l yyqq.~~ z y+~' ~ d - e ~ ':i 3 : i ~ I:~~Ca. ; ~ i ~ ~. ~~~11 f. i ~ ~ ~f~ ~ ! l -' ~ ~ I !i~ i!~ ~ ~~ l ~I ~ ~ ~ r' y ~, ,~ .. :~5>,'I ,~.~i'~! f '1,?~, ~ . I , ,~ ,r',~~,(y y~- ty~~ ~:~,~ ., ~ pie q .Gk~ ; ~'~,1 ~'is~ , .r~r.~,ti~ 'i~,~8'+. -2- Photo 3: View of isolated vegetated wetland/wet meadow from west (05/26/2009). Photo 4: View of isolated vegetated wetland/wet meadow from Grove Street to south (05/26/2009). -, ~,~ i .` --... k ;:f nv~i~r 1.~1 C I ~ I ( ~ ___ :~ i"-;'_ .~ .. f• -cow - . 6 iC~ 'r7 ~ 2~f2 ~,va ~ -r YY k '. x 4~ ~ y, V' r~ i 1 _. J ,4 ~41 LJ r-~ !_ ~ r'a i ~~ ~.. 1_~ ~ ~' ~. I, ~. 1_~ J 1 ~ ,J . . ;~~ ~ r ~ r Y~ 4 i 1 `y j ` 'r`+ F +"s~ t t~+~nrsm .~ ''S' - raic i ~ s. ~~ wx~ ~ 54, '~"r1~M15~ 5 ~ 1 .. ;.:~ .fir ,r ....e~{ ~- SM1 ,t Kollmorgen Electro-Optical Project Village Hill -Northampton, MA ~~vo~~~ ~~®~~~~~ Prepared For: Kollmorgen Electro-Optical Northampton, Massachusetts May 2009 Revised May 26, 2009 Revised June 5, 2009 1~ 1' .~ .. r 19 ,.,-I. ~,1 r -~ ~.~ t 1 .r City of Northampton Dep~rtrtlant oC Pohlic works STORMWATER MANAGEMENT pEI7MIT APPLXCATXON Fee paid: ~_ Date paid: permit N: Approved ay: Approval Date: (For DPW ure only) 1. Project /Site Information project/Site Name: Kollmorf~Pn Electro-Ontieal Facility Project Street /Location: Village Hill South Campus -Prince Street Assessor's Map: 38A Parcel(s): multiyle )estimated Area to be Disturbed (fl ): 11 acres - 479, 400 s. f . Total Area of Impervious Surfaces: Existine Proposed (paved, parking, decks, roofs, etc.) (ft) 3.9 (169,000} s.f. 6.6' (287,040) s.i`. Protect ~'ype (check one) Permit Review and ]inspection Fee D Residential Site 1 unit and t-S Acres Disturbed $700 ^ Residential Site 1 unit and ater than 5 Acres Disturbed $1,100 $700 or $1 per linear foot of roadway or O Minor Residential Subdivision (1 lot and disturbing 1 to S common driveway (which ever is greater) acres of land ^ Residential Subdivision and Other Residential such as 52000 or S2 per linear foot of roadway ar common driveway (which ever is greater) Townhouse or Retirement Development (2 or more units in a common lan of develo ment Cx7 Commercial Subdivision $2000 or $2 per linear foot of roadway or common drivewa which ever is ater ^ Cornmerr;ial or Industrial Site $700 per acre. diahirhed (maximum of $5,000) ^ Land Disturbance Only (No change in site use or buildings. $100 per acre disturbed May include reconstruction of parking lots, roads, and drivewa • utili work; and lawn and iandsca in work. 2. Apptlcant Information ,_.. ' ~ Name: David Graves - lcollmor en ~~~ Address: 347 King 5t., Northampton, MA. `'~ ~ Telephone: 413-586-2330 ~- I )/-Mail• Fax: __413-586-1324 3.Owner Information (if different from Applicant) Richard Henderson -Mass Develoument: 160 Federal St., Boston, MA 02114 800-445-8030 617-451-3429 _,' 4. Certification ] herby certlt~ that the information contained herein including alt attachments [s true, accurate and complete ~ ~ to the best of my knowledge. Farther, Y great the Northampton Department of Public Works and its agents permission to enter the property to review this appl[catlon and make inspections during and,j fter ~--'' con ctfon. ~ ; Applicant's Signature Date ~ Owner's Signature. Date li rG8 ~'~'~~G~d'~~ ~xeevlio~.. of ~'kir a~~e,µc.tif- >J~ ~Z Revise 912/2007 0 w kvr G. v 4'liov. 22 S a-x '~ a ~ (' t~~s !~ ~•,~i.n O~ f~i$A ~iGr. tn1 iOU~~tSN.Or CP.r / '('J '{'l 1~ ~wryrt,~~ o F cC.n. d E` '~Li~-2 (~,Qv~Citrr~n0'ws 0.'e$LrP~(~llp'y~S !SY rr1~pYV-4flt7L~ ~ t {" F-!~' ~ . K '~tt ~ S R1rJd (-t~tc.~-~,p-r, (~ a _ ..~ ----- --- -- .- -~ 1 ~_,1 ~ ~, _ ,. , ~~ t{ 5. Application Requirements The application to the Northampton Department of Public Works (DPW) for a Stormwater Management•Permit must include submission of the following: ® Completed and Signed Stormwater Management Permit Application ® Non-Refundable Permit Review and Inspection Fee ® Operation, Maintenance, and Inspection Agreement ® Three complete copies of the Stormwater Management Plan and Erosion and Sediment Control Plan prepared by a professional engineer licensed by the Commonwealth of Massachusetts, and including the minimum documentation listed below (see the Northampton Stormwater Management Ordinance (Chapter 22, Article V) for more information): Proiect Documentation: (Check circles below indicating that you have provided the following minimum information) ~` ` ~ Identify all operators for the project site and the potions over which each operator has control. ~ All plans submitted have been prepared and stamped by a professional engineer licensed by li ~ the Commonwealth of Massachusetts The applicant has certified on the drawings that all clearing, grading, drainage, construction, ' _ and development shall be conducted in strict accordance with the plan 1-->~ ® ~ Locus map The existing zoning, and land use at the site C~ The proposed land use ,.• C~ The location of existing and proposed easements , { - ~? The location of existing and proposed utilities 1 1 ® The site's existing & proposed topography with contours at 2 foot intervals . ~ Soils investigation (by a Certified Soil Evaluator or Certified Professional Soil Scientist) r""' including borings or test pits, to a depth greater than 4 f~. below estimated seasonal ground i ~1 water for areas where construction of i~ltration practices will occur. Estimated seasonal high groundwater elevation (November to April) in areas to be used for storm water retention, detention, or infiltration (by a Certified Soil Evaluator or Certified ~ ~ `~-_ C~! Professional Soil Scientist). A description & delineation of existing stormwater conveyances, impoundments, and wetlands on or adjacent to the site or into which storm water flows. ~~ `I ® ~ l ® A delineation of 100-year flood plains, if applicable. The existing and proposed vegetation and ground surfaces with runoff coefficient for each. _ ® A drainage area map showing pre and post construction watershed boundaries, drainage area, -, ~ ~ storm water flow paths, and receiving water. A description and drawings of all components of the proposed drainage system including: - 1) the structural details for all components of the proposed drainage systems and storm water management facilities (including size, inverts, and grade); r, j " 2) all measures for the detention, retention or infiltration of water; ~ ; 3) all measures for the protection of water quality; 4) notes on drawings specifying materials to be used; construction specifications, and -~ typicals; 5) the existing and proposed site hydrology with supporting drainage calculations (including `- the 1,2,10, and 100 yearNRCS design storms); Northampton Deparhnent of Public Works Page 2 ~, 1 Stormwate r Management Permit I- ~ ~~~ ~_. r ~~ ~' ~.~ . ~'~ 6) proposed improvements including location of buildings or other structures, impervious ` ~ surfaces, and drainage facilities, if applicable; 7) location, cross sections, and profiles of all potentially impacted brooks, streams, drainage swales and their method of stabilization; and I ~ ~ 8) proposed ownership .of drainage system structures. Estimate of the total area expected to be disturbed by excavation, grading or other construction activities. ® A description and location of all measures (i.e., Best Management Practices) that will be implemented as part of the construction activity to control pollutants in storm water discharges. A description of when each control measure will be implemented in the construction schedule, which operator is responsible for the implementation of each control measure and a maintenance and inspection schedule for each control measure during construction. ~ A description of construction and waste materials expected to be stored on-site, and a description of controls to reduce pollutants from these materials including storage practices to minimize exposure of the materials to storm water, and spill prevention and response. ® Timing, schedules, and sequence of development including clearing, stripping, rough grading, construction, final grading, and vegetative stabilization. 6. Application Submission, Review, and Approval Procedures lJ' 1. Application Submittal: The application to the Northampton DPW far a Stormwater ~~~' Management Permit must be submitted prior to or concurrently with any land use permit application. Submission of an application should be made to the Northampton ~ Department of Public Works, 125 Locust St., Northampton, MA 01060. For more ~-~ information and copies of the Northampton Stormwater Ordinance visit the DPW web site at http•//www northamptonnia cov/dow/Stormwater/ or contact Doug McDonald ~ ~ at 413-587-1582 x308 or dmcdonald(u7nohodpw.ora ~..1 2. Administrative Review: 'The Northampton DPW will have 7 days from the receipt of r°, the application to review the application for administrative completeness. Incomplete ~ applications will be disapproved and returned to the applicant based on the v determination that they are administratively incomplete. i 3. Review: If the application is found to be complete, the Northampton DPW will ~,_' review the a lication and supporting documents based on the criteria set forth in the PP Northampton Stormwater Management Ordinance (Chapter 22, Article V) and will take final action within 21 days (including the 7 day administrative review period) of '~--% the receipt of a complete application unless such time is extended by agreement between the applicant and the DPW. ~,.~ i' ~ ' 4. Firial Action: The Northampton DPW's final action will be in writing and will be sent to the applicant and the appropriate City Department(s) and Board(s). Northampton Department of Public Works Page 3 i. ~ Stormwater Management Permit t_ j ~ ~~ n Table of Contents Tighe&Bond r ~. Executive Summary ~°~, ~ y 1 Registered Professional Engineer's Certification ,, r 2 Project Type 3 LID Measures 4 Standard 1: No New Untreated Discharges 5 Standard 2: Peak Rate Attenuation 6 Standard 3: Recharge 7 Standard 4: Water Quality 8 Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) 9 Standard 6: Critical Areas 10 Standard 7: Redevelopment Projects and Other Projects Subject only to the Maximum Extent Practicable 11 Standard 8: Construction Period Pollution Prevention and Erosion and Sediment Control 12 Standard 9: Operation and Maintenance Plan 13 Standard 10: Prohibition of Illicit Discharges J:\0\00106\Drainage\Stormwater Report.doc ~ _I ~~~ (Ir j .1 ,, ~~ l~ -° , ~t i i" Appendices A Massachusetts Stormwater Report Checklist B Stormwater Calculations C TSS Removal Form D NRCS Soil Types Figure and Site Soil Information E Critical Area Figure F Proprietary Structural Treatment Unit & Subsurface Detention Information G Stormwater Operations and Maintenance Plan H Erosion and Sedimentation Plan I Site Plan Approval Plan Set (Separately Bound) ~~ \` ;' Tighe&Bond Section 1 Registered Professional Engineer's Certification I have reviewed the Stormwater Report, including the soil evaluation, computations, Long-term Pollution Prevention Plan, the Construction. Period Erosion and Sedimentation Control Plan (if included), the Long-term Post-Construction Operation and Maintenance Plan, the Illicit Discharge Compliance Statement (if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated~by the Massachusetts Stormwater Handbook. I have also determined that the information presented in the Stormwater Checklist is accurate and that the information presented in the Stormwater Report accurately reflects conditions at the site as of the date of this permit application. ~~ ~~ v~~.~~~~. ,spa. ~~va~. quo. ~a~a-re Registered Professional Engineer Block and Signature ~ ~ - . ~//9 Signature, Date Kollmorgen Stormwater Report 1-1 I ; '~. Tighe&Bond Section 2 Project Type This Stormwater Report has been prepared by Tighe &Bond on behalf of the owner, Kollmorgen Electro-Optical, Inc. (Owner). The proposed project on Prince Street (Route 66) in Northampton, Massachusetts consists of a new multi-use (manufacturing and office) building, associated parking, utilities and a stormwater management system. The proposed project and all associated work is located in Northampton, Massachusetts. The site was previously developed, being apart of the former Northampton State Hospital. There were six buildings and paved parking lots on the site. The buildings and parking areas have been demolished in the recent past and the site is now a vacant lot. The site was cleared with the intent to redevelop the site. For the purpose of this report existing conditions will be represented by the previously developed site. This project is part of the larger "Planned Village" development. Some of this larger development is already constructed, including a shared detention basin (east of the site) that this project will use. There is a second detention basin (south of the site) that was designed and permitted as a part of the south campus site plan subdivision prepared by Beals and Thomas, Inc. (BTI). The basin's original design has been incorporated into the proposed project's site plan and stormwater management system. The proposed project will improve upon the existing condition of the site utilizing low impact design (LID) techniques. The stormwater collected from the site will go through the stormwater management system and be treated before being discharged. The stormwater management system will use infiltration to maximize recharge to groundwater. The proposed stormwater management system for the site includes: deep sump catch basins, manholes, stormwater treatment structures, bioretention areas, rain gardens, a subsurface detention unit, drainage piping and a new detention basin (as previously designed}. The proposed project. is considered a combination of new development and redevelopment because the existing conditions for the site included developed, impervious area. The existing site conditions included approximately 3.9 acres of impervious area, whereas the proposed site conditions include approximately 6.6 acres of new impervious area. Therefore 3.9 acres will be redevelopment and 2.7 acres will be considered new development. The total disturbed area of the site including grading and accessory work will be approximately 11 acres. In addition to the proposed project, the stormwater management designed to accommodate the future development of the small parcel the site, east of the main entry drive. Potential future uses and an area have been considered and the associated stormwater flows hay the model and calculations presented in this report. The constructi not proposed under this project; however, the associated stormwat future development are included in the design. Kollmorgen Stormwater Report system has been at the north end of associated parking e been included in ~n of this parcel is er controls for this 2-1 ,_ Tighe&Bond r1 Section 3 LID Measures j l ~ The proposed project utilizes environmentally sensitive site design and low impact ~~ `, .development techniques that significantly improve the impacts to the environment over the existing conditions. The proposed project not only reduces the peak discharge rates ~.~ from the site, but it improves the quality of the stormwater being discharged. The majority of the runoff is directed through grass channels and bioretention areas, before ~" being infiltrated or discharged from the site. While the project utilizes environmentally sensitive LID techniques, no LID Site Design Credit is being requested. As proposed, the project will not cause any disturbance in the adjacent Wetland Resource area. However, work is proposed within the 100-foot buffer zone. The buffer zone disturbance consists of grading, construction of an (unpaved) emergency fire access road, installation of stormwater piping, and installation of a stormwater outfall from the proposed basin. The proposed project maximizes the use. of the previously developed area and incorporates several existing specimen trees into the proposed site layout. Also, the proposed site includes many new native species of trees, shrubs, perennials, grasses, and ferns around the proposed parking areas, throughout the islands within the parking areas, and in front of the building where appropriate proposed impervious surfaces have been reduced in size to limit runoff and promote recharge. Kollmorgen stormwater Report 3-1 -~i ~_ Tighe&Bond ~~ Section 4 l: ~ Standard 1: No New Untreated Discharges There are no new untreated-stormwater outfalls proposed as a part of this project. This J _; project is a combination of new development and redevelopment that will improve the quality of the stormwater being discharged over that of the existing conditions. Further, ,r ~~ the proposed stormwater management system will treat the runoff collected from the j ~ impervious areas contributing to the system. ~_` The stormwater management system has been designed to yield Post Development peak ~ I discharge rates that are lower than the calculated Pre Development peak discharge rates ~ associated with a 24-hour storm event for all of the analyzed return frequencies (i.e. 1, 2, 10, 25, and 100-year storms) for the site including potential development of the ~~~ _i separate lot adjacent to Route 66 that is not included as a part of this proposed . construction of this project. The outfalls on the site have been designed to not cause erosion or scour in the wetlands or waters of the Commonwealth. Kollmorgen stormwater Report 4-1 .i n __ - Tighe&Bond 1~ Section 5 ~. Standard 2: Peak Rate Attenuation ---- J j The post-development peak discharge rates, which include the building, parking areas J ~ and potential future development of the smaller front parcel, are lower than the existing discharge rates for the 1-year, 2-year, 10-year, 25-year and 100 year 24-hour storm events. Under existing conditions, stormwater runoff from the site flows in two general j ~ directions. A portion of the runoff flows south toward the wetland and Grove Street ~~ (Design Point 4); while another portion flows toward the east, into the drainage infrastructure on Earle Street (Design Point 5). As indicated in the drainage calculations provided in Appendix B of this stormwater Management Report, the post-development peak discharge rates do not exceed the pre- development discharge rates at these two design points for the 1-year, 2-year, 10-year, and 25-year 24-hour storm events. The calculations also indicate that off-site flooding will not increase during the 100-year 24-hour storm event as a result of the proposed project. The following table summarizes the existing and proposed post-development peak discharge rates for the 1, 2, 10, 25 and 100-year, 24-hour storm events. The existing conditions peak discharge rates and the proposed South Campus site plan subdivision peak discharge rates are the same values calculated and used by BTI for previous stormwater permitting efforts associated with the South Campus. The "adjusted existing peak discharge" rates were calculated using rainfall values typical for the project location rather than the higher values previously used in BTI's existing conditions calculations. These rainfall values are consistent with those used in the post development calculations. TABLE 1 Peak Discharge Rates for DP-4 (Basin 6) BTI's Existing Adjusted BTI's Proposed Proposed Post- Return Peak Existing Peak Post-development development Peak Freq. Discharge Discharge Peak Discharge Discharge With (cfs) (cfs) (cfs) Infiltration (cfs) 1-year 3.5 3.5 3.0 2.1 2-year 7.5 5.9 5.15 3.3 10-year 18.9 17.0 18.0 14.1 25-year 24.4 23.5 22.3 21.4 100-year 37.0 34.9 36.8 33.2 Kollmorgen stormwater Report ~-1 ~~ ~~ Section 6 Standard 3: Recharge Tighe&Bond __ ~~ l TABLE 2 Peak Discharge Rates for DP-5 (Basin 5) ( BTI's Existing Adjusted BTI's Proposed Post- proposed Post- Return ,~ ; Peak Existing Peak development Peak development Peak , Freq. Discharge Discharge Discharge (cfs) Discharge (cfs) _ (cfs) (cfs) 1-year 8.74 9.1 2.3 1.3 2-year 14.6 12.6 4.0 2.1 f~ 10-year ~ 29.5 27.2 8.4 5.8 25-year " 36.4 35.0 10.5 10.2 -; ~ 100-year 51.4 48.5 17.3 12.3 As detailed in Table 1, the discharge rates for proposed Basin No. 6 south of 'the Kollmorgen facility are lower than the adjusted existing condition values and BTI's proposed peak discharge rates for the 1, 2, 10, 25 and 100-year storm events. Since the 100-year peak discharge rate is lower than the existing conditions and BTI's previously proposed peak discharge rate, therefore it is not expected to increase off-site flooding. /~ ~~ l The proposed post-development peak discharge rates in Table 1 take into account infiltration within the bioretention areas at the end of the islands in the parking lot north of the building and within the rain garden area located directly in front of the building. Credit for infiltration within the subsurface detention system west of the building was not included in the peak discharge rate calculations. While this structure will promote infiltration for the majority of the year, the necessary two-foot separation between from seasonal high groundwater is not available at all times based on test pit results, therefore, we conservatively chose to ignore the beneficial impact in the stormwater calculations. ~, i_.. ~ ~_ Table 2 shows that the proposed post development peak discharge rates from Basin No.5 are lower than the adjusted existing condition peak discharge rates and are also below the peak discharge rates currently permitted for Basin No.S. Infiltration credit was not included in the proposed peak discharge rates for this portion of the site. While there are bioretention areas on this part of the site promoting infiltration, the soils are not as conducive to infiltration, therefore to be conservative, no credit was taken in the analysis. Kollmorgen stormwater Report 5-2 ~1 ~~ ~~ Tighe&Bond ~I Section 6 Standard 3:.Recharge I ~ As described previously, the proposed Kollmorgen project is a combination of new ~~- _~ development and redevelopment (i.e. there is no change in impervious area for the redevelopment portion). The existing conditions consisted of 3.9 acres of impervious (; area and the proposed site will have 6.6 acres of impervious area, including the building (1 roof, access drives, and parking lots. The site consists of type A, B, and C soils, with the majority consisting of B and C. With a difference in impervious area between existing r and proposed conditions of 2.7 acres, the required recharge volume for the new development is 3,630 cubic feet (0.5 acres of A soils at 0.60 inches of runoff, 1.5 acres of B soils at 0.35 inches of runoff and 0.7 acres of C soils at 0.25 inches of runoff). The proposed site includes exfiltrating bioretention areas in the islands of the parking lot, in front of the building (rain garden) and east of the eastern parking lot. There is also a subsurface detention structure which will promote recharge to groundwater on the site, but as stated in the previous section, no credit has been taken for this area because the required two foot separation from seasonal high groundwater does not appear to be present throughout the entire year. The total recharge volume provided through these systems (excluding the subsurface detention structure) is 6,878 cubic feet. This greatly exceeds the required recharge volume (3,630 cubic feet) required by the new development portion of the project. This value was calculated using the static method. II ~, Kollmorgen Stormwater Report 6-1 ~ n Tighe&Bond ~_ _~ _ Section 7 1 ~ Standard 4: Water Quality The impervious area collecting TSS associated with this project consists mainly of parking lot area. TSS Removal Forms are included in Appendix C that show how 80% TSS removal is proposed to be achieved. There are several different proposed paths for the stormwater collected on the site to travel before it is discharged. The pretreatment and treatment methods used to obtain 80% TSS removal include grassed channels, gravel filter strips, bioretention areas, deep sump catch basins and a proprietary structural stormwater quality unit. The majority of the stormwater collected from the impervious areas of the site will sheet flow into islands that are designed as grassed channels which direct the stormwater to bioretention areas. These areas are designed as exfiltrating bioretention areas with a catch basin overflow for larger storm events. stormwater that enters the deep sump catch basins will be piped through a proprietary structural treatment unit before discharging to a subsurface detention system under the paved area west of the building, or in the eastern parking lot to a larger bioretention area east of the site.. The stormwater that does not infiltrate in the bioretention areas north of the building will be piped to the subsurface detention structure and then behind the building to combine with the roof runoff before being discharged to Basin-6. The stormwater that does not infiltrate in the bioretention areas east of the site associated with CB-17, CB-18, and CB- 19 will overflow into the catch basins and be discharged into existing Basin-5. The proprietary structural treatment unit proposed on the west side of the site will treat the stormwater collected from the entry drive, the northwest parking lot and the paved area west of the building. The impervious area contributing to the stormwater flows entering the treatment unit is 3.68 acres. A Vortechnics unit is proposed to treat the stormwater collected in this area before discharging it to the subsurface detention system. This unit has been sized to achieve 80% TSS removal for the required water quality volume of 0.15 acre-feet. 'This water quality volume is equal to the 0.5 inches of runoff from the 3.68 acres of contributing area. The Vortech Unit Model 3000 is capable of treating a flow of up to 4.5 CFS while achieving 80% TSS removal. The stormwater flowrate produced from a 24-hour, 2-inch storm event traveling through this unit will be approximately 2.56 CFS, which translates to treatment volume of 0.187 acre-feet. Flows above the capacity of the treatment unit will be by-passed to the detention system during larger storm events. The supporting sizing documentation is included in Appendix E of this stormwater Management Report. i~ Kollmorgen stormwater Report 7-1 O 106 -3 -01 June 5, 2009 Office of Planning and Development Northampton Conservation Commission 210 Main Street Northampton, MA 01060 Re: Notice of Intent (NOI) Kollmorgen at Village Hill Northampton, Massachusetts Dear Members of the Commission: On behalf of Kollmorgen Electro- Optical (Kollmorgen), Tighe Bond is submitting this Notice of Intent (NOI) for the construction of a new light industrial /commercial building at the Village Hill South Campus in Northampton, Massachusetts. The new facility will serve as Koilmorgen's new world headquarters and incorporates a major employer to the Village Hill community. A copy of WPA Form 3 and City of Northampton Wetlands Application, is provided on the next pages. An Order of Conditions is required for this project, as work will be taking place within. the 100 -foot Buffer Zone of an isolated vegetated wetland /wet meadow. This project is, not subject to the provisions of the Massachusetts Wetlands Protection Act (M.G.L. c. 131,.40): We look forward to discussing this important project with the Commission at the June 28, 2009 public hearing. Should you have any questions or require additional information, please contact Daniel Rukakoski at (413) 875 -1302 or me at (413) 572 -3281. Very truly yours, TIGHE BOND, INC. Jay P. Viamari, P.E. Associate Enclosures Copy: David Graves, Kollmorgen Electro- Optical J: \O \00106 \Permits \NOI \NOI cover letter.doc Tighe &Bond www.tighebond.com 53 Southampton Road Westfield, MA 01085 Tel 413.562.1600 Fax 413 -562.5317 Table of Contents Tighe &Bond Cover Letter WPA Form 3 Notice of Intent City of Northampton Wetlands Application Copy of NOI Conservation Commission Fee Checks Appendix A Project Narrative Section 1 Introduction Section 2 Existing Environment 2.1 Methodology of Resource Area Investigations 2-1 2.2 Description of Wetland Resource Areas 2 -1 2.3 Rare Species 2 -1 Section 3 Project Description 3.1 Proposed Activities 3 -1 3.1.1 Construction Sequence 3 -1 3.2 Construction Period Protective Measures 3 -1 3.2.1 General 3 =1 3.3 Restoration Plan 3 -2 3.3.1 Buffer Zone 3 -2 Section 4 Regulatory Compliance 4.1 Massachusetts Wetlands Protection Act 4 -1 4.2 City of Northampton Wetlands Ordinance 4 -1 4.3 Stormwater Compliance 4 -1 Appendix B Figures Figure 1 USGS Site Locus Map Figure 2 DEP Priority Resource Map Figure 3 NHESP Map Figure 4 FEMA Flood Zones Map Project Drawings (Sheets 1 through 12 provided at half scale) Appendix C Photographs Appendix D Stormwater Report Appendix E Abutter Notification Information List of Abutters Abutter Notification Form Assessors Tax Map fl Important: When filling out forms on the computer, use only the tab key to move your cursor do not use the return key. O NBRUn f f Note: Before completing this form consult your local Conservation Commission regarding any municipal bylaw or ordinance. Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands WPA Form 3 Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information 1. Project Location (Note: electronic filers will click on button to locate project site): Village at Hospital Hill a. Street Address Latitude and Longitude: 38A 99, 102 f. Assessors Map /Plat Number g. Parcel /Lot Number 2. Applicant: David Graves a. First Name b. Last Name Kollmorgen Electro Optical c. Organization 347 King Street d. Street Address Northampton MA e. City/Town f. State 413- 586 -2330 h. Phone Number i. Fax Number 3. Property owner (required if different from applicant): Check if more than one owner a. First Name Hospital Hill Development LLC c. Organization 160 Federal Street d. Street Address Boston e. City/Town h. Phone Number 4. Representative (if any): Jay a. First Name Tighe Bond c. Company 53 Southampton Road i. Fax Number d. Street Address Westfield e. City/Town 413- 572 -3281 413- 562 -5317 h. Phone Number i. Fax Number MA f. State a. Total Fee Paid b. State Fee Paid j. Email Address j. Email address Northampton b. City/Town 42.30964 d. Latitude b. Last Name Viamari b. Last Name j. Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): $200 NA Provided by MassDEP: $200 MassDEP File Number Document Transaction Number City/Town 01060 c. Zip Code 72.64703 e. Longitude 01060 g. Zip Code 02110 g. Zip Code MA 01085 f. State g. Zip Code jpviamari @tighebond.com c. City/Town Fee Paid wpaform3.doc rev. 04 /08/09 age fa For all projects affecting other Resource Areas, please attach a narrative explaining how the resource area was delineated. wpaform3: bd rev: 04 /08/09 Massachusetts Department of Environmental Protection Bureau of- Resource Protection Wetlands WPA Form 3 Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information (continued) Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town 6. General Project Description: Construction of approximate 140,000 square foot light industrial /commercial building. 7a. Project Type Checklist: 1. Single Family Home 2. Residential Subdivision 3. Limited Project Driveway Crossing 4. Commercial /Industrial 5. Dock/Pier 6. Utilities 7. Coastal Engineering Structure 8. Agriculture (e.g., cranberries, forestry) 9. Transportation 10. Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? 1. Yes No If yes, describe which limited project applies to this project: 2. Limited Project 8. Property recorded at the Registry of Deeds for: Hampshire a. County 6925 c. Book b. Certificate (if registered land) 302 d. Page Number B. Buffer Zone Resource Area Impacts (temporary permanent) 1. Buffer Zone Only Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. Inland Resource Areas (see 310 CMR 10.54- 10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Resource Area a. Bank Size of Proposed Alteration Proposed Replacement (if any) 1. linear feet 2. linear feet b. Bordering Vegetated Wetland 1. square feet 2. square feet c. Land Under Waterbodies and Waterways 1. square feet 2. square feet 3. cubic yards dredged Page 2 of 8 C I L n I Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. wpaform3.doc -rev: 04 /08/09_______ Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands WPA Form 3 Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Buffer Zone Resource Area Impacts (temporary permanent) (cont'd) Resource Area d. Bordering Land Subject to Flooding e. Isolated Land Subject to Flooding 1. square feet f. Riverfront Area 2. Width of Riverfront Area (check one): 25 ft. Designated Densely Developed Areas only 100 ft. New agricultural projects only 200 ft. All other projects 3. Total area of Riverfront Area on the site of the proposed project: 4. Proposed alteration of the Riverfront Area: a. total square feet 5. Has an alternatives analysis been done and is it attached to this NOI? Yes No 6. Was the lot where the activity is proposed created prior to August 1, 1996? Yes No 3. Coastal Resource Areas: (See 310 CMR 10.25- 10.35) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Resource Area a. Designated Port Areas Indicate size under Land Under the Ocean, below b. Land Under the Ocean c. Barrier Beach d. Coastal Beaches e. Coastal Dunes Provided by MassDEP: MassDEP File Number City/Town Size of Proposed Alteration Proposed Replacement (if any) 1. square feet 2. square feet 3. cubic feet of flood storage lost 4. cubic feet replaced 2. cubic feet of flood storage lost 3. cubic feet replaced 1. Name of Waterway (if available) Document Transaction Number square feet b. square feet within 100 ft. c. square feet between 100 ft. and 200 ft. Size of Proposed Alteration Proposed Replacement (if anv) 1. square feet 2. cubic yards dredged Indicate size under Coastal Beaches and /or Coastal Dunes below 1. square feet 2. cubic yards beach nourishment 1. square feet 2. cubic yards dune nourishment Page 3 of 8 L-. L j f wpaform3,doc rev: O4 /08/09 Massachusetts department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection Wetlands WPA Form 3 Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Buffer Zone Resource Area Impacts (temporary permanent) (cont'd) Size of Proposed Alteration Proposed Replacement (if any) f. Coastal Banks g. Rocky Intertidal Shores h. Salt Marshes i. Land Under Salt Ponds j. Land Containing Shellfish k. Fish Runs 10/2008 b. Date of map 1. linear feet 1. square feet 1. square feet 2. cubic yards dredged 1. cubic yards dredged a. square feet of BVW b. square feet of Salt Marsh 5. Project Involves Stream Crossings MassDEP File Number Document Transaction Number City/Town 1. square feet 2. sq ft restoration, rehab., creation 1. square feet Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and /or inland Land Under Waterbodies and Waterways, above I. Land Subject to Coastal Storm Flowage 1. square feet 4. Restoration /Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a. number of new stream crossings b. number of replacement stream crossings C. Other Applicable Standards and Requirements Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)? To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http: /www. mass .gov /dfwele /dfw /nhesp /regulatory review /priority habitat/online viewer.htm. a. Yes No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife Route 135, North Drive Westborough, MA 01581 Page 4 of 8 ii Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands WPA Form 3 Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Other Applicable Standards and Requirements (cont'd) If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18). To qualify for a streamlined, 30 -day, MESA/Wetlands Protection Act review, please complete Section C.1.C, and include requested materials with this Notice of Intent (NOI); OR complete Section C.1.d, if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review (unless noted exceptions in Section 2 apply, see below). 1. c. Submit Supplemental Information for Endangered Species Review* 1. Percentage /acreage of property to be altered: (a) within wetland Resource Area (b) outside Resource Area 2. Separate MESA review ongoing. percentage /acreage percentage /acreage Provided by MassDEP: MassDEP File Number Document Transaction Number'. City/Town 2. Assessor's Map or right -of -way plan of site 3. Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree /vegetation clearing line, and clearly demarcated limits of work (a) Project description (including description of impacts outside of wetland resource area buffer zone) (b) Photographs representative of the site (c) MESA filing fee (fee information available at:. http: /www. mass .gov /dfwele /dfw /nhesp /regulatory review /mesa /mesa fee schedule.htm). Make check payable to "Natural Heritage Endangered Species Fund" and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: (d) Vegetation cover type map of site (e) Project plans showing Priority Estimated Habitat boundaries d. OR Check One of the Following 1. Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, http: /www. mass .gov /dfwele /dfw /nhesp /regulatory review /mesa /mesa exemptions.htm; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) a. NHESP Tracking b. Date submitted to NHESP Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review (see http: /www.mass.ciov /dfwele /dfw /nhesp /nhesp.htm, regulatory review tab). Priority Habitat includes habitat for state listed plants and strictly upland species not protected by the Wetlands Protection Act. MESA projects may not be segmented (321 CMR 10.16). The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. Page 5 of 8 wpaform3:doc rev. 04/08/09---___ Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. b. Yes wpaform3.doc rev. 04/08/09 I Massachusetts L artment of Environmental Protet...on Bureau of Resource Protection Wetlands WPA Form 3 Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Other Applicable Standards and Requirements (cont'd) 3. Separate MESA review completed. Include copy of NHESP "no Take" determination or valid Conservation Management Permit with approved plan. 2. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. Not applicable project is in inland resource area only Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a. Yes No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Website for ACEC locations). Note: electronic filers click on Website. b. ACEC 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? a. Yes No 5. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L. c. 131, 40A) or the Coastal Wetlands Restriction Act (M.G.L. c. 130, 105)? a. Yes No 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k) -(q) and check if: 1. Applying for Low Impact Development (LID) site design credits (as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2. A portion of the site constitutes redevelopment 3. Proprietary BMPs are included in the Stormwater Management System. b. No. Check why the project is exempt: Project not subject to WPA but has been designed to meet MAWPA Stormwater Standards 1. Single- family house South Shore Cohasset to Rhode Island, and the Cape Islands: Division of Marine Fisheries Southeast Marine Fisheries Station Attn: Environmental Reviewer 838 South Rodney French Blvd. New Bedford, MA 02744 Provided by MassDEP: No If yes, include proof of mailing or hand delivery of NOI to either: North Shore Hull to New Hampshire: Division of Marine Fisheries North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 MassDEP File. Number Document Transaction, Number City/Town Page 6 of 8 I wpaform3.doc rev. 04/08/09 L .,1 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection Wetlands WPA Form 3 Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Other Applicable Standards and Requirements (cont'd) 2. Emergency road repair s. Small Residential Subdivision (less than or equal to 4 single family houses or less than or equal to 4 units in multi family housing project) with no discharge to Critical Areas. D. Additional Information Applicants must include the following with this Notice of Intent (NOI). See instructions for details. Online Users: Attach the document transaction number (provided on your receipt page) for any of the following information you submit to the Department. 1. USGS or other map of the area (along with a narrative description, if necessary) containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) 2. Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. 3. Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. List the titles and dates for all plans and other materials submitted with this NOI. Kollmorgen Electro Optical Village Hill a. Plan Title Tighe Bond, Inc. b. Prepared By May 2009 d. Final Revision Date Jay P. Viamari c. Signed and Stamped by 1:60 e. Scale MassDEP File Number Document Transaction Number City/Town f. Additional Plan or Document Title g. Date 5. If there is more than one property owner, please attach a list of these property owners not listed on this form. 6. Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. Attach NOI Wetland Fee Transmittal Form NA 9. Attach Stormwater Report, if needed. _Pa9e.7 -Of wpaform3.doc rev. 04/08/09 Massachusetts Department -of Environmental Protection Bureau of Resource Protection Wetlands WPA Form 3 Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Fees 1. 0 Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 2. Municipal Check Number 3. Check date 4. State Check Number 5. Check date 6. Payor name on check: First Name 7. Payor name on check: Last Name F. Signatures and Submittal Requirements 1 hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, 40. Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail (return receipt requested) to all abutters within 100 feet of the property line of the project location. 3. Sign ure of Pr axed Graves, ollmorgen) re of Representative (if any) (Jay P. Viamari, Tighe Bond, Inc.) �1 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town ‘Aa4- s res, 2. Date perty Owner (if different) 4. Da e 6. Date For Conservation Commission: Two copies of the completed Notice of Intent (Form 3), including supporting plans and documents, two copies of the NOI Wetland Fee Transmittal Form, and the city/town fee payment, to the Conservation Commission by certified mail or hand delivery. For MassDEP: One copy of the completed Notice of Intent (Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the "yes" box in any part of Section C, Item 3, above, refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. Page 8 of 8 City of Northampton Wetlands Application This form is required for all applications filed under the Northampton Wetlands Ordinance File with the Office of Planning and Development, 210 Main Street, Northampton, MA 01060 We recommend applicants consult with the Land Use and Conservation Planner (587 -1263) before applying 0 1. Check what kind of permit you are. requesting Request for Determination of Applicability (WPA form 1) Notice of Intent (WPA form 3) Abbreviated Notice of Resource Area Delineation (WPA form 4A) 2. Property Street Address: Village at Hospital Hill (Northampton State Hospital) 3. Assessors' Map and Parcel: 38A 102 Second lot (if any) Map and Parcel(s): 38A Additional property description: Hospital Hill South Campus 4. Check the items enclosed. Your application will not be accepted if any items are missing. The appropriate completed Massachusetts DEP application http://www.mass.gov/dep/water/approvals/wwfonns.htm Completed versions of this Wetlands Application Nine (9) copies of the fully completed and collated application packages (forms, plans and attachments) All plans folded (not rolled) and collated with each application packet For Notice of Intent applications only, submit the following: Appropriate Notice of Intent Conservation Commission Fees http: /www.northamptonma. gov /opd/ uploads /listW idget /2533 /opd %20fees.pdf An abutters list of all property owners within at least 100 feet of the property line of your project. Abutters lists may be generated at www.NorthamptonMA.gov /opd (click on Database: Abutters, Permits and Historic). Computers are available at City Hall, Forbes and Lilly Libraries. For Request for Determination applications, appropriate Request for Determination of Applicability Fees http: /www.northamptonma .gov /opd/uploads /listWidget /2533 /opd %20fees.pdf For Notice of Resource Area Delineation use Notice of Intent Fee http: /www.northamptonma. gov /opd/uploads /listW idget/2533 /opd %20fees.pdf A #10 business envelope addressed to the applicant. Ed 5. Provide an Existing Conditions Site Plan. Check the items shown on that plan. You may request a waiver from submittal requirements, with a reason for the waiver request. Boundary of entire lot and notation of lot area Context of adjacent lots, if necessary to show extent of wetland/Riverfront Area Numbered wetland flags Existing and potential vernal pools 50' AND 100' wetland buffer Mean Annual High Water line, for Riverfront Area permits 100' inner riparian zone AND 200' outer riparian zone, for Riverfront Area permits Existing structures, impervious surfaces (ie: pavement, gravel) and lawn areas Edge of vegetation accurately measured or surveyed Significant (8 Diameter Breast Height) trees within the limit of work area that are also within the 200' Riverfront Area, Bordering Vegetated Wetland, or 100' wetland buffer 2' contours Elevations in feet (not meters), for projects within the floodplain Zoning setbacks 1:20 scale, if possible 12 12 12 0 12 0 0 If new work is proposed, provide a Proposed Site Plan. Check the items shown on that plan, You may request a waiver from submittal requirements, with a reason for the waiver request, 0 Ei 0 Grading /proposed new contours Hardscape (i.e.: footprint of house, driveway, walkways, terraces, etc...) Any removal of vegetation and significant trees within the Riverfront Area, wetland and buffer Landscaping and plantings within the Riverfront Area, wetland and wetland buffer Location of erosion control barrier Limit of work line Utility lines Stormwater Management Form (use DEP form www.mass. ov /de /b )/ww /wwforms.htmj, if required Wildlife assessment if the site is in a habitat resource area based on NIIESP maps, Northampton Potential and Certified Vernal Pools Map or otherwise required by the Act or Ordinance. At the same scale as the Existing Conditions Site Plan For new homes in the Riverfront Area only, documentation of the date the lot was recorded. 7. We have provided and requested information and believe and understand that (initial each item below): Application deadline is one calendar month prior to a public hearing. If the application is incomplete or, waivers are requested, however, the public hearing may be delayed; We will check for the date and time of our public hearing at www.NorthamptonMA.gov or in the Daily Hampshire Gazette Legal Ads section. Such notice is posted seven days prior to the public hearing; The Conservation Commission may request an alternatives analysis for work proposed within the buffer zone of a wetland; The Conservation Commission and their representatives have permission to enter the property; All documents and plans submitted are in the public domain and may be copied freely in any form; and The City will record Orders of Conditions and Order of Resource Area Delineations at the Hampshire County Registry of Deeds. 8 PLEASE COMPLETE ONLY IF APPLYING FOR NOTICE OF INTENT or ABBREVIATED NOTICE OF RESOURCE ARE DELINEATION: We certify under the pains and penalties of perjury, that PRIOR to filing this application all abutters were notified of this application pursuant to the requirements of'M.G.L. <c. 131 40. Notice must be made in writing by hand delivery or certified mail (return receipt requested) to alI abutters within 100 feet of the property line of the project location. Applicant (print or type):. David Graves Applicant Signaturi. Address: 347 Kinq Street Applicant Phone: 413-586-2330 Owner (print or type): Hospital Hill Development LLC Owner Signature: F; 4G.- S Address: 106 Federal. Street, Boston, MA Owner Phone: /7' 330 "2000 Date submitted: 5/28/09 6‘..„ �F dT^ s ire t la ecw o(- (-L s at l� c�.h,ti, 6. (-6 k°1-- Cev d,� fie e w c� o; F o F (Le s�V E P h ay.s /,{J 1t o'- 1 c a ,,s gi. tv F 0., 'j' a U The Northampton Conservation Commission generally meets on the 2 °d and 4' Thursdays of each month in Hearing Room 18 located on the 2nd floor of City Hall, 210 Main Street Page 2 of 2 A USGS Site Locus (Figure 1), DEP Priority Resource Map (Figure 2), Orthophotograph (Figure 3) and FEMA Flood Zones Map (Figure 4), which illustrate the project location and surrounding physical and environmental features, are provided in Appendix B. A half -scale set of project drawings is also provided in Appendix B. Kollmorgen has been headquartered on King Street in Northampton since 1951. They have outgrown their existing facility and need to expand. The proposed 140,000 square foot building has been designed and sited to accomplish many community goals, including a sustainable design approach and the incorporation of a major employer into the Village Hill community. The location of the building on the South Campus provides easy access to public transportation and the multi -use trail as well as providing a visually appealing terminus to Village Hill Road. The building is sited to maintain views of the mountain ridgeline to the south and east from Village Hill Road, and many specimen trees from the former state hospital campus have been preserved. Sustainable construction and design techniques, as defined by LEED such as siting the building for maximum solar gain and daylighting and the use of rain gardens for stormwater infiltration have been incorporated into the project. Section 1 Introduction Tighe &Bond This Notice of Intent (NOI) is being submitted on behalf Kollmorgen Electo Optical (Kollmorgen) for a development project on the South Campus of Village Hill. The proposed project consists of the construction of an approximate 140,000 square foot light industrial building to house Kollmorgen's world headquarters. The project area is located within the former Northampton State Hospital south campus between Chapel, Prince, Earle, Grove and Laurel Streets. A portion of the project is sited within the 50 -foot and 100 -foot Buffer Zone of an isolated vegetated wetland (wet meadow). As such the project is subject to jurisdiction under the City of Northampton Wetlands Ordinance. The project is not subject to jurisdiction under the Massachusetts Wetlands Protection Act (M.G.L. c. 131, 40). The construction of a stormwater detention basin within the Buffer Zone will be completed in accordance with an existing Order of Conditions (MADEP 246 -537). Notice of Intent Kollmorgen at Village Hill (Northampton, MA) n Tighe &Bond Section 2 Existing Environment This section provides a site description and resource area characterization for the project area. Land use in the general vicinity of the project area was determined based on direct observations made during data collection site visits and a review of information available through the Massachusetts Geographic Information System (MassGIS) and Natural Resources Conservation Service (NRCS). The site is located at the former Northampton State Hospital South Campus. Buildings formerly located on the site have been demolished. The Village Hill North Campus is situated on the opposite side of Prince Street to the north. Residential properties are located along Chapel Street to the north and Laurel Street to the west. Rural residential and undeveloped properties are located along Grove Street to the south followed by a former railroad embankment, the Mill River and light industrial /commercial properties along South Street. Mixed light industrial /commercial, residential and undeveloped properties are located along Earle Street to the east. The site is zoned as Planned Village. Soils on the subject property have been mapped as Belgrade and Boxford silt loams (moderately well drained) and Hinckley loamy 'sands (excessively drained). Investigations 2003 as part of the original Notice Wetland areas associated with the as part of the South Campus 2.1 Methodology of Resource Area Wetland resource areas were originally delineated in of Intent filed for the Village at Hospital Hill project. subject property were revisited in October 2008 infrastructure improvements along Grove Street. 2.2 Description of Wetland Resource Areas Portions of the proposed project are located within the 100 -foot Buffer Zone of an isolated vegetated wetland /wet meadow. The hydrology in this area appears to be driven by surficial runoff towards the southeast and a high groundwater table. Dominant vegetation consists of reed canary grass (Phalaris arundinacea). Soils in this location consist of dark grayish brown silty loam to fine sandy loam, with redoximorphic features within six inches of the surface. This wetland is subject protection as an isolated wetland under the City of Northampton Wetlands Ordinance. Isolated wetlands are not jurisdictional under the Wetlands Protection Act (M.G.L. c. 131, 40). 2.3 Rare Species The Massachusetts Natural Heritage and Endangered Species Program (NHESP) Atlas (October 1, 2008) and MassGIS online (October 2008), were consulted during the preparation of this NOI. According to these sources, the project area is not located within the limits of mapped Priority Habitats of Rare Species or Estimated Habitats of Rare Wildlife. Notice of Intent Kollmorgen at Village Hill (Northampton, MA) 2 -1 Li rl L r L Section 3 Project Description Tighe &Bond 3.1 Proposed Activities The project entails the construction of a new two -story 140,000 square foot light industrial building to house Kollmorgen's world headquarters. The building will be accompanied by a 485 space parking lot and dense grade stone fire access road. The building has been designed and sited to accomplish many community goals, including a sustainable design approach and the incorporation of a major employer into the Village Hill community. Sustainable construction and design techniques, as defined by LEED such as siting the building for maximum solar gain and daylighting and the use or rain gardens for stormwater infiltration have been incorporated into the project. Stormwater detention basins to treat runoff generated from impervious areas have been designed and permitted by others and are not included as part of this Notice of Intent. 3.1.1 Construction Sequence The final sequence of construction will be determined by the selected contractor. The anticipated construction sequence includes the following: Install sedimentation and erosion controls /protective measures Remove vegetation as required, complete site grading Construct stormwater detention basin Construct retaining wall on southwest side of site Initiate construction of new 140,000 square foot building Construct rain gardens Install site landscaping Complete site paving /fire access road Remove protective measures upon receipt of authorization from the Conservation Commission 3.2 Construction Period Protective Measures 3.2.1 General Wetland resource areas at the site will be protected by haybales and /or silt fence. These protective measures will be placed to restrict the Contractor to the areas necessary to conduct the work and will define the limits of work. The locations of these barriers are illustrated on the project drawings provided in Appendix B of this document. Typical details are also provided in the project drawings. In addition: The Contractor will be required to maintain a reserve supply of haybales and /or silt fence on -site to make repairs, as necessary. Notice of Intent Kollmorgen at Village Hill (Northampton, MA) 3 -1 Section 3 Project Description Protective measures will be inspected after significant precipitation events and repaired, as necessary. The following general measures will be employed to minimize impacts adjacent to resource areas during construction: Erosion controls will be installed as shown on the plans prior to work adjacent to wetland resource areas. Erosion controls will be removed and properly disposed following Conservation Commission authorization. 3.3 Restoration Plan The Restoration Plan presented in this section describes the actions proposed to stabilize disturbed areas upon the completion of construction. 3.3.1 Buffer Zone Areas disturbed /regraded within the regulated Buffer Zone will be seeded with an erosion control mix for dry sites (New England Wetland Plants, Inc. (NEWP) New England Erosion Control /Restoration Mix for Dry Sites or equivalent). If necessary the area will be mulched to provide stabilization until vegetation is established. A summary of species included in this mix is presented in Table 3 -1. TABLE 3 -1 New England Erosion Control /Restoration Mix for Dry Sites Common Name Upland Bent grass Rough B e ntg ra ss/T i s kl e g ra ss Blue Grama Canada Wild Rye Creeping Red Fescue Annual Ryegrass (naturalized) Perrenial Ryegrass naturalized) Little Bluestem Indian Grass Scientific Name Agrostis perennans Agrostis scabra Bouteloua gracilis Elymus canadensis Festuca rubra Lolium multiflorum Lolium perenne Schizachyrium scoparium Sorghastrum nutans Indicator Status FACU FAC FACU+ FACU FACU UPL Tighe &Bond According to NEWP, best results can be achieved by seeding in either spring or fall. Late spring and summer seeding will benefit from a light (i.e. less than one inch thick) mulching of straw to conserve moisture. The mix comes with a recommended application rate of 35 pounds per acre (or 1,245 square feet per pound). The mix may be applied by hydro- seeding, by mechanical spreader, or on small sites it can be spread by hand. The planting of trees and shrubs within the Buffer Zone is not proposed to preserve the open meadow nature and viewshed provided from the building to the southeast. Notice of Intent Kollmorgen at Village Hill (Northampton, MA) 3-2 nl n 4.2 City of Northampton Wetlands Ordinance I 1 The project is subject to the provisions of the Northampton Wetlands Ordinance as activities will occur within 100 feet of an isolated vegetated wetland /wet meadow. The majority of the project, including the entire building footprint, has been sited outside of in the regulated 100 -foot Buffer Zone. Site work associated with the construction of a j 1 dense grade stone fire access road to the rear of the building, and a concrete block retaining wall to the southwest of the proposed building will fall within the regulated Buffer Zone. These activities, including associated limited grading, will result in 1 1 approximately 9,750 square feet of impacts to the 100 -foot Buffer Zone. Approximately L. 1,216 square feet of impacts will fall within 50 feet of the isolated wetland area. No impacts associated with the development project will fall within 30 feet of the wetland fl boundary. Section 4 Regulatory Compliance Tighe &Bond This section summarizes the project's relationship to and compliance with pertinent local, state and Federal regulations. 4.1 Massachusetts Wetlands Protection Act As the project is being conducted within the Buffer Zone of an isolated wetland the proposed work is not subject to the provisions of the Massachusetts Wetlands Protection Act. In accordance City of Northampton Wetlands Ordinance at 337 -10 B., for areas zoned as Planned Village the Conservation Commission waives any of the performance standards that are over and above state law with the exception of the setback requirements in Table 1. In accordance with Table 1, the setback requirements for this project are 10 feet from jurisdictional wetland areas. No work is proposed within the 10 -foot No- Encroachment Zone. It should be noted that activities associated with the construction of a stormwater detention basin will also occur within the regulated Buffer Zone of this isolated wetland. An Order of Conditions has already been obtained for this portion of the proposed work. 4.3 Stormwater Compliance The project has been designed to meet the Design Criteria established by the Northampton Planning Board Regulations. A stormwater design report and accompanying discharge permit application have been submitted to the Northampton Department of Public Works. An approved permit is anticipated to be issued prior to the public hearing for this application. A copy of the Stormwater Report and permit application are included in Appendix D. 3: \O \00106 \Permits \NOI \Report.doc Notice of Intent Kollmorgen at Village Hill (Northampton, MA) 4 -1 >p NO. TITLE 1 COVER SHEET 2 EXISTING CONDITIONS PLAN 3 SITE LAYOUT PLAN 4 SITE UTILITY PLAN 5 GRADING AND DRAINAGE PLAN 6 DETAILS -1 7 DETAILS -2 8 DETAILS -3 9A PLANTING PLAN (BY CAROL R JOHNSON ASSOCIATES INC.) 9B PLANTING DETAILS (BY CAROL R JOHNSON ASSOCIATES INC.) 10 BIORETENTION DETAILS 1 1 TRAFFIC FLOW PLAN n 12 PHOTOMETRIC PLAN APPROVED BY THE CITY OF NORTHAMPTON PLANNING BOARD: -DATE DATE: KOLLWTRGEN ELECT VILLAGE HILL. NORTHAMPTON, MASSACHUSETTS APPLICATION FOR SITE PLAN APPROVAL. MAY 2009 REVISED JUNE 2009 I, CLERK OF THE CITY OF NORTHAMPTON, HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER RECEIPT AND RECORDING OF SAID NOTICE. CHAIRPERSON LOCUS PLAN SCALE: 1 1,000' OWNER KOLLMORGEN ELECTRO- OPTICAL, INC. 347 KING STREET NORTHAMPTON, MA 01060 DEVELOPER O'CONNELL DEVELOPMENT ;GROUP 480 HAMPDEN STREET HOLYOKE, MA 01040 ARCHITECT ARGMANN, HENDRIE ARCHETYPE, INC. 300 A STREET BOSTON, MA 02210 E NGINEER Tighe&Bond Consulting Engineers 53 SOUTHAMPTON ROAD WESTFIELD, MA 01085 �JOSEPO P VIAMARL JP. CIVIL No. ame COMPLETE SET 13 SHEETS 7 1 1 1 l/i( 4I,'V OSP ELO c 71 NORTHAMPTON 1L c>/ 1/LQ7 NIF 1 1 1 r 42 I' I 3 61 STATE HOSPITAL Q 0 e-- ------t::;•- _22N 'NIF 9M d/i i 1 P 1 1 '1 B-1 5 LO L2 NIF HOSITAL HILL N/F 0 EVELOPMENT 1 1 i' 0 0 L_FU Ric IF INC. FRANK, __J vac I1&ij Residential NIF DIV CAT/ON\ INC. &Re CUT,* F PV cV MARIE —9- pro Planned Village o3o# NIF NIF ILUMENTHAL, JOSEPH /1! N/F RAY. JOAN C. d1\ hl f*//41LU\'////'' 0 0 1 j Ile NIF V/ HOSPITAL HILL DEVELOPMENT LLC RHODES, NANCY "IX NOR77 HOUSING AU77-IORITY vvestrlelo, iviassacnusetts (413) 562-1600 www.fighebond.com plCsJ.. HO CAVIL No. 41778 SlIt 0 y;Li: ,,'-;/J /i// KoHmorgen /\POUDRIERTHOMAS\ ft:N URB :'2 fl Urban 1 '1 A(LO<LL/ J 4/)7/ j Residential B Northampton, No J Village Hill, o 1 1,- N\ J_ 1 1 1 -1- 18Q General 1 Massachusefts NIF McCUTHEON 1 "(4/ j// Industry 1 7 I/ HOSPIT4L/LL /J 72 i N SITE PLAN APPROVAL j NOT FOR CONSTRUCTION U 4 y J BARBARA J 1 /F ')r1#/ j sTLAURENCE N/F C7!OO S PPROV LFUCA r oi JANICE D. z'b OCONNELLOJL ///l'. ,'ro F.N/r ASSOCIATED, INC. lb T "1' 'l NOTON N/F 1 I 3000 00/10100 1. THIS PLAN WAS COMPILED USING A PLAN SET ZUCHOWSKJ, 3 i• •_//4///2f// TITLED "THE VILLAGE AT HOSPITAL HILL PHASE 1 EDWARD S. JUDITH A 6 0 0 30 60 120 ONE DEFINITIVE SUBDIVISION" DATED NOVEMBER 20, 26558 cor.. 1 L- 2003 A 0, 2004 PREPARED BY ND REVISED APRIL 3 3-2 L4IL PLAN Th0"LOT DIVISION" PREPARED BY 60 SHERMAN FREDRYK DATED 3, U AUU 3 12, 00)3)0. ____t 0'- 2. THE BOUNDARIES OF THE PROPOSED LOT 1 PARCEL WLL 80 DEFINED IN A SUBSEQUENT N/F 32 -SUBDIVISION NIF 0/I1PTI44MPTOIO I'T 4\ 4RW,4'>/// 1 84Y STATE GAS CO. 1 A 41101091,50/000300 005S0000IOPI,I303500/000 I 1 CHECKED: JPV APPROVEDBY: FJH CONDITIONS PLAN 1 60 1 Ql4PP:T (R 1 9