The URL can be used to link to this page

NOI Package Cross and Spring Street.pdfwpaform3.doc • rev. 6/28/2016 Page 1 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Note: Before completing this form consult your local Conservation Commission regarding any municipal bylaw or ordinance. A. General Information 1. Project Location (Note: electronic filers will click on button to locate project site): Cross Street & Spring Street a. Street Address Northampton b. City/Town 01060 c. Zip Code Latitude and Longitude: 42.3288 d. Latitude 72.6755 e. Longitude ROW f. Assessors Map/Plat Number g. Parcel /Lot Number 2. Applicant: David a. First Name Veleta b. Last Name City of Northampton DPW c. Organization 125 Locust Street d. Street Address Northampton e. City/Town MA f. State 01060 g. Zip Code 413-587-1570 x4310 i. Fax Number dveleta@northamptonma.gov j. Email Address 3. Property owner (required if different from applicant): Check if more than one owner a. First Name b. Last Name c. Organization d. Street Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email address 4. Representative (if any): a. First Name b. Last Name c. Company d. Street Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): $0 - exempt a. Total Fee Paid $0 - exempt b. State Fee Paid $0 - exempt c. City/Town Fee Paid wpaform3.doc • rev. 6/28/2016 Page 2 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town A. General Information (continued) 6. General Project Description: Roadway drainage improvements that will connect to an existing stormwater system 7a. Project Type Checklist: (Limited Project Types see Section A. 7b.) 1. Single Family Home 2. Residential Subdivision 3. Commercial/Industrial 4. Dock/Pier 5. Utilities 6. Coastal engineering Structure 7. Agriculture (e.g., cranberries, forestry) 8. Transportation 9. Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project (including Ecological Restoration 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. (See 310 CMR 10.24 and 10.53 for a complete list and description of limited project types) 10.53(3)(f) - Maintenance and improvement of existing roadways, but limited to widening less than a single lane, adding shoulders, correcting …intersections, and improving inadequate drainage systems. If the proposed activity is eligible to be treated as an Ecological Restoration Limited Project (310 CMR10.24(8), 310 CMR 10.53(4)), complete and attach Appendix A: Ecological Restoration Limited Project Checklist and Signed Certification. 8. Property recorded at the Registry of Deeds for: N/A a. County b. Certificate # (if registered land) c. Book 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. wpaform3.doc • rev. 6/28/2016 Page 3 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) For all projects affecting other Resource Areas, please attach a narrative explaining how the resource area was delineated. Resource Area Size of Proposed Alteration Proposed Replacement (if any) a. Bank 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 Resource Area Size of Proposed Alteration Proposed Replacement (if any) d. Bordering Land Subject to Flooding 1,030 1. square feet 1,030 2. square feet 3. cubic feet of flood storage lost 4. cubic feet replaced e. Isolated Land Subject to Flooding 1. square feet 2. cubic feet of flood storage lost 3. cubic feet replaced f. Riverfront Area Mill River 1. Name of Waterway (if available) - specify coastal or inland 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: 65,800 square feet 4. Proposed alteration of the Riverfront Area: 1,650 a. total square feet 1,650 b. square feet within 100 ft. 0 c. square feet between 100 ft. and 200 ft. 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) Note: for coastal riverfront areas, please complete Section B.2.f. above. wpaform3.doc • rev. 6/28/2016 Page 4 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) 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. Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. 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 2. cubic yards dredged c. Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. Coastal Beaches 1. square feet 2. cubic yards beach nourishment e. Coastal Dunes 1. square feet 2. cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement (if any) f. Coastal Banks 1. linear feet g. Rocky Intertidal Shores 1. square feet h. Salt Marshes 1. square feet 2. sq ft restoration, rehab., creation i. Land Under Salt Ponds 1. square feet 2. cubic yards dredged j. Land Containing Shellfish 1. square feet k. Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1. cubic yards dredged l. 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. square feet of BVW b. square feet of Salt Marsh 5. Project Involves Stream Crossings a. number of new stream crossings b. number of replacement stream crossings wpaform3.doc • rev. 6/28/2016 Page 5 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town C. Other Applicable Standards and Requirements This is a proposal for an Ecological Restoration Limited Project. Skip Section C and complete Appendix A: Ecological Restoration Limited Project Checklists – Required Actions (310 CMR 10.11). 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://maps.massgis.state.ma.us/PRI_EST_HAB/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 1 Rabbit Hill Road Westborough, MA 01581 Phone: (508) 389-6360 August 2018 b. Date of map 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.2.f, 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). c. Submit Supplemental Information for Endangered Species Review 1. Percentage/acreage of property to be altered: (a) within wetland Resource Area .05% / .06 ac percentage/acreage (b) outside Resource Area 0 percentage/acreage 2. Assessor’s Map or right-of-way plan of site 2. 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  Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review (see http://www.mass.gov/eea/agencies/dfg/dfw/natural-heritage/regulatory-review/). 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. 6/28/2016 Page 6 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town C. Other Applicable Standards and Requirements (cont’d) (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 “Commonwealth of Massachusetts - NHESP” 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 (f) 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.) 2. Separate MESA review ongoing. a. NHESP Tracking # b. Date submitted to NHESP 3. Separate MESA review completed. Include copy of NHESP “no Take” determination or valid Conservation & Management Permit with approved plan. 3. 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, hand delivery, or electronic delivery of NOI to either: South Shore - Cohasset to Rhode Island border, and the Cape & Islands: Division of Marine Fisheries - Southeast Marine Fisheries Station Attn: Environmental Reviewer 1213 Purchase Street – 3rd Floor New Bedford, MA 02740-6694 Email: DMF.EnvReview-South@state.ma.us North Shore - Hull to New Hampshire border: Division of Marine Fisheries - North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 Email: DMF.EnvReview-North@state.ma.us 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. wpaform3.doc • rev. 6/28/2016 Page 7 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town C. Other Applicable Standards and Requirements (cont’d) Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. 4. 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 5. 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 6. 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 7. 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: 1. Single-family house 2. Emergency road repair 3. 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 This is a proposal for an Ecological Restoration Limited Project. Skip Section D and complete Appendix A: Ecological Restoration Notice of Intent – Minimum Required Documents (310 CMR 10.12). 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. wpaform3.doc • rev. 6/28/2016 Page 8 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town D. Additional Information (cont’d) 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. Chesterfield Road, Spring Street, Main Street (Leeds) and Cross Street Paving a. Plan Title Felix Harvey, Dawn Nims, Kris Baker b. Prepared By David Veleta, P.E. c. Signed and Stamped by 3/27/2019 d. Final Revision Date 1:20 e. Scale 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 9. Attach Stormwater Report, if needed. 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 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 wpaform3.doc • rev. 6/28/2016 Page 9 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town 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 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. 1. Signature of Applicant 2. Date 3. Signature of Property Owner (if different) 4. Date 5. Signature of Representative (if any) 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. noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. A. Applicant Information 1. Location of Project: Cross Street and Spring Street a. Street Address Northampton b. City/Town c. Check number $0 (exempt) d. Fee amount 2. Applicant Mailing Address: David a. First Name Veleta b. Last Name City of Northampton DPW c. Organization 125 Locust Street d. Mailing Address Northampton e. City/Town MA f. State 01060 g. Zip Code 413-587-1570 h. Phone Number i. Fax Number dveleta@northamptonma.gov j. Email Address 3. Property Owner (if different): a. First Name b. Last Name c. Organization d. Mailing Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email Address To calculate filing fees, refer to the category fee list and examples in the instructions for filling out WPA Form 3 (Notice of Intent). B. Fees Fee should be calculated using the following process & worksheet. Please see Instructions before filling out worksheet. Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2) times the fee per category (identified in Step 3) to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50. noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 2 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 1/Type of Activity Step 2/Number of Activities Step 3/Individual Activity Fee Step 4/Subtotal Activity Fee Step 5/Total Project Fee: Step 6/Fee Payments: Total Project Fee: $0 (exempt) a. Total Fee from Step 5 State share of filing Fee: $0 b. 1/2 Total Fee less $12.50 City/Town share of filling Fee: $0 c. 1/2 Total Fee plus $12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and the city/town fee payment. To MassDEP Regional Office (see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON SPRING STREET AND CROSS STREET IN NORTHAMPTON, MASSACHUSETTS APRIL 2, 2019 DEPARTMENT OF PUBLIC WORKS 125 LOCUST STREET NORTHAMPTON, MASSACHUSETTS NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx TABLE OF CONTENTS WPA Form 3 – Notice of Intent 1 Introduction ................................................................................................................................................................ 4 2 Proposed Project ........................................................................................................................................................ 4 2.1 Wetland Impacts ............................................................................................................................................... 5 3 Alternatives Analysis ................................................................................................................................................. 6 APPENDICES A. USGS Map & Plans B. Stormwater Report C. Project Area Photos D. MESA Review application E. List of Abutters NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx WPA FORM 3 – NOTICE OF INTENT NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx 1 INTRODUCTION The City of Northampton Department of Public Works (DPW) proposes to make drainage improvements as part of a larger repaving project on two roadways – Spring Street and Cross Street. Drainage improvements include replacement of subdrains, addition of paved drainage aprons, and construction of catch basins that will tie into existing drain pipes that outfall to the Mill River. Portions of Spring Street are situated within Bordering Land Subject to Flooding and buffer areas of Bordering Vegetated Wetland and Inland Bank. The project area on Cross Street is located within Riverfront Area of the Mill River and within the 100’ buffer of Inland Bank. The Mill River is a Coldwater Fishery Resource and the Cross Street project location is situated within NHESP Priority Habitat. An application for MESA review was submitted concurrent with this Notice of Intent. 2 PROPOSED PROJECT The overall project consists of repaving Cross Street from Bliss Street to Florence Road (650 lf) and repaving portions of Spring Street from Dimock Street to Colonel Lavallee Lane and from Meadow Street to Pine Street (5,900 lf). Ongoing drainage issues along both of these roads has led to deteriorated pavement conditions and so the DPW proposes to add several drainage structures along the roads and to replace subsurface drains beneath Spring Street. A new subdrain, drainline and two catch basins are proposed along Cross Street. In accordance with 310 CMR 10.02 (2)(b)(2)(p) and Category II of the DPW’s General Order of Conditions for Routine Maintenance and Repair Activities, minor activities including, “Pavement repair, resurfacing, and reclamation of existing roadways within the right-of-way configuration provided that the roadway and shoulders are not widened, no staging or stockpiling of materials, all disturbed road shoulders are stabilized within 72 hours of completion of the resurfacing or reclamation, and no work on the drainage system is performed, other than adjustments and/or repairs to respective structures within the roadway” are not otherwise subject to the WPA regulations. Additionally, this General Order of Conditions exempts some work within Riverfront and Buffer Zone areas including: the removal and replacement of signs and repair and replacement of curbing. While some of the proposed work is exempt from filing a Notice of Intent, several proposed activities require either notification to the Northampton Conservation Commission or filing of a Notice of Intent. The replacement of subdrains under Spring Street and the construction of a new subdrain on Cross Street requires the DPW to notify the Conservation Commission under Category V of the General Order of Conditions. Installation of new rock aprons within RFA and replacement of subdrains on Spring Street also requires notification and approval from the Conservation Commission. The following proposed work requires filing a Notice of Intent: installation of catch basins within Bordering Land Subject to Flooding on Spring Street and construction of catch basins, addition of shoulders and installation of a drainline within Riverfront Area on Cross Street. This project qualifies as a “Limited Project” according to 310 CMR 10.53(3)(f) for the “maintenance and improvement of existing public roadways, but limited to widening less than a single lane, adding shoulders, correcting substandard intersections, and improving inadequate drainage systems.” Therefore, the project does not need to fully comply with the General Performance Standards in 310 CMR 10.54 through 10.58 and 10.60. Currently, stormwater treatment features are absent from Cross Street and are insufficient to effectively drain water from portions of Spring Street. As a result, water tends to pond in the roadway and eventually flows overland towards the Mill River and its tributaries. This ponding causes damage to the pavement over time NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx through freeze and thaw cycles and also presents a public safety risk to drivers as they try to avoid potholes and icy spots. This project proposes to add hooded, deep-sump catch basins on Cross Street and Spring Street in order to improve road drainage, and subsequently, to maintain good pavement conditions. The catch basins will also yield an improvement to water quality in the Mill River by pre-treating the road runoff before it reaches the river. The catch basins will be installed within the paved surface area of the roadway and will connect to existing drainlines that outfall to the Mill River. On Spring Street, existing 6” subdrains will be replaced at a higher elevation along both sides of the road and will tie into existing and proposed catch basins. On Cross Street, a single 6” subdrain is proposed that will tie into a new catch basin, which will connect to a new 12” drainline that flows to an existing outfall near the Mill River. New crushed stone shoulders are also proposed for Cross Street and shoulders along Spring Street will be excavated and regraded. 2.1 WETLAND IMPACTS Bordering vegetated wetland (BVW) resource areas were delineated in the field by DPW Sr. Environmental Scientist Johanna Stacy in March 2019. Bordering Land Subject to Flooding was delineated using FEMA Flood Insurance Rate Maps. Riverfront Area and Priority Habitat for Endangered Species boundaries were derived from MassGIS datalayers. Spring Street The southern portion of the Spring Street project area is situated within Bordering Land Subject to Flooding. In the northern part of the project, Spring Street crosses two tributaries to the Mill River; thus some of the proposed work falls within Riverfront Area of these tributaries as well as buffer areas to bordering vegetated wetlands and Inland Bank associated with these waterbodies. Proposed work includes construction of 2,100 lf of subdrain within the roadway – 1,280 lf of which falls within Riverfront Area and 821 lf falls within BLSF buffer. Approximately 160 sf of land within BVW buffer and Riverfront Area will be altered to create paved aprons. Installation of catch basins within Bordering Land Subject to Flooding would alter 50 sf. Table 1. Summary of Wetland Impacts (Spring Street) Resource Alteration Replication Bordering Land Subject to Flooding (BLSF) 1,030 sf 1,030 sf (in situ) Bordering Vegetated Wetland (BVW) 0sf 0sf Bordering Vegetated Wetland (Buffer) 160 sf 0 sf Riverfront Area 160 sf 0 sf (in situ) Impacts to Bordering Land Subject to Flooding – Catch basins installed within BLSF will not remove flood storage capacity, and are expected to improve water quality by providing stormwater pre-treatment for roadway discharges to the Mill River. Impacts to Riverfront Area - Construction of the subdrain will occur within the roadway and constitutes redevelopment of this area. The proposed paved aprons are designed to direct roadway runoff towards rock fill, which will slow the water and reduce erosion and stream sedimentation to nearby tributaries. Cross Street Cross Street runs parallel to the Mill River, and as such, is situated within Riverfront Area and partially within the 100’ buffer of Inland Bank. The Cross Street project includes 29,500 sf of Riverfront Area. Most of the proposed work will take place within the paved roadway, but approximately 300sf will occur outside of the NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx roadway. Work proposed within the roadway and within Riverfront Area includes construction of 350 lf of 6” subdrain, construction of 190 lf of a 12” drainline and addition of crushed stone shoulders on the north side of the road. The project also proposes to add four new catch basins within the roadway. Stormwater from the catch basins will flow through the new drain line to an existing drainline that outfalls towards the Mill River. These resource areas along with the Priority Habitat for Endangered Species boundary are shown on the Project Plan in Appendix A. The wetland impacts are summarized in Table 2. Total resource area impacts include 1,200 sf (RFA) for the addition of gravel shoulders and 300sf in RFA for new drainlines and manholes outside the paved roadway. Table 2. Summary of Wetland Impacts (Cross Street) Resource Alteration Replication Riverfront Area 1,500 sf 1,500 sf (in situ) As the Inland Bank buffer zone overlaps with the Riverfront Area, the proposed work is required to meet the performance standards for Riverfront Area (per 310 CMR 10.58(4)(a)). Most work taking place within the Riverfront Area constitutes redevelopment per 10.58(5) as the repaving, drainline and subdrain installation will occur within the paved roadway. As such, the proposed work is required to improve the existing conditions on site. The new shoulder is designed to slow runoff from the road and remove sediment from this runoff. The drainage work is expected to improve water quality on the site by adding stormwater pre- treatment (catch basins) to an area where runoff is currently not treated at all. Construction taking place outside of the roadway includes addition of a crushed stone shoulder on the north side of the roadway and installation of a manhole cover. The crushed stone shoulder is also designed to slow and provide treatment of road runoff. 3 ALTERNATIVES ANALYSIS Given that the existing road layout traverses several resource areas, road maintenance and construction activities have the potential to affect wetland resources. This impact has primarily been minimized by limiting work to the road right-of-way and proposing to install stormwater features with small footprints. Catch basins are typically located every 200-250’ along a road. Currently, on Spring Street, catch basins are spaced over 450’ apart and the roadway is flat; both factors hinder roadway drainage. The proposed hooded, deep sump catch basins will serve to drain the roadway and to provide more treatment of road runoff that currently exists on the site. At Cross Street, the proposed catch basins will provide better stormwater treatment for runoff draining to the Mill River. These drainage features also reduce impacts to resource areas due to their small footprints and location within already disturbed areas. NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx APPENDIX A USGS MAP & PROJECT PLANS NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx APPENDIX B STORMWATER REPORT NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx STORMWATER REPORT This project has been designed to minimize impacts to stormwater runoff and to improve water quality post- development. As a redevelopment project, it is only required to meet Standards 2, 3, and pretreatment and structural best management practices for Standard 4, 5 and 6 to the maximum extent possible. Standard 1: (Does not apply.) Standard 2: Post-development peak discharge rates do not exceed pre-development peak discharge rates. No change to impervious area is proposed. Discharge rates are expected to remain the same. Standard 3: Loss of annual recharge to groundwater shall be eliminated or minimized through the use of infiltration measures. No additional loss of groundwater recharge is anticipated from this project. Standard 4: Stormwater management systems shall be designed to remove 80% of the average post-construction load of Total Suspended Solids (TSS). Proposed construction is not expected to increase TSS load. The addition of deep sump catch basins along Spring Street and Cross Street will provide improved stormwater treatment over existing conditions. Standard 5: Land uses with higher pollution potential loads shall reduce discharge from such land uses to the maximum extent possible. No new land uses with higher pollution potential are proposed. Standard 6: Stormwater discharges near or to any critical area require the use of the specific source control and pollution prevention measures as provided in the Massachusetts Stormwater Handbook. The Mill River is a Coldwater Fishery. Hooded, deep sump catch basins are considered acceptable pre-treatment practices for this resource. Standard 7: (Does not apply) Standard 8: (Does not apply) Standard 9: (Does not apply) Standard 10: (Does not apply) NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx APPENDIX C PHOTOS OF PROJECT AREA NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx CROSS STEET PHOTOS View of road ponding on Cross Street (facing west). View of Cross Street facing west. NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx SPRING STREET PHOTOS View of Spring Street from #17 Spring St. (facing Northwest) View of ponding along Spring Street from #17 Spring Street. (facing Northwest) NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx APPENDIX D MESA REVIEW INFORMATION NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx APPENDIX E LIST OF ABUTTERS NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx LIST OF ABUTTERS (Cross Street) 21 Bliss Street (23C-041-001) Ian & Melissa Premo 21 Bliss Street Florence, MA 01062 14 Cross Street (22D-082-001) Paul Scagel 14 Cross Street Florence, MA 01062 24 Cross Street (22D-079-001) Joseph Renkowic 24 Cross Street Florence, MA 01062 0 Florence Road (Mass Electric) (22D-091-001) Massachusetts Electric Company c/o Property Tax Department 40 Sylvan Rd Waltham, MA 02451 LIST OF ABUTTERS (SPRING STREET) 40 Spring Street (22B-057-001) Douglas & Amy Andrew 40 Spring Street Florence, MA 01062 35 Spring Street Elie & Mary Lizee 35 Spring Street Florence, MA 01062 17 Spring Street Elks #997 c/o Mike O’Brien 17 Spring Street Florence, MA 01062 24 Spring Street Robert Properties LLC c/o North American Capital Corp 510 Broad Hollow Rd #205 Melville, NY 11747 NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON SPRING STREET AND CROSS STREET IN NORTHAMPTON, MASSACHUSETTS APRIL 2, 2019 DEPARTMENT OF PUBLIC WORKS 125 LOCUST STREET NORTHAMPTON, MASSACHUSETTS NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx TABLE OF CONTENTS WPA Form 3 – Notice of Intent 1 Introduction ................................................................................................................................................................ 4 2 Proposed Project ........................................................................................................................................................ 4 2.1 Wetland Impacts ............................................................................................................................................... 5 3 Alternatives Analysis ................................................................................................................................................. 6 APPENDICES A. USGS Map & Plans B. Stormwater Report C. Project Area Photos D. MESA Review application E. List of Abutters NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx WPA FORM 3 – NOTICE OF INTENT wpaform3.doc • rev. 6/28/2016 Page 1 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Note: Before completing this form consult your local Conservation Commission regarding any municipal bylaw or ordinance. A. General Information 1. Project Location (Note: electronic filers will click on button to locate project site): Cross Street & Spring Street a. Street Address Northampton b. City/Town 01060 c. Zip Code Latitude and Longitude: 42.3288 d. Latitude 72.6755 e. Longitude ROW f. Assessors Map/Plat Number g. Parcel /Lot Number 2. Applicant: David a. First Name Veleta b. Last Name City of Northampton DPW c. Organization 125 Locust Street d. Street Address Northampton e. City/Town MA f. State 01060 g. Zip Code 413-587-1570 x4310 i. Fax Number dveleta@northamptonma.gov j. Email Address 3. Property owner (required if different from applicant):Check if more than one owner a. First Name b. Last Name c. Organization d. Street Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email address 4. Representative (if any): a. First Name b. Last Name c. Company d. Street Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): $0 - exempt a. Total Fee Paid $0 - exempt b. State Fee Paid $0 - exempt c. City/Town Fee Paid wpaform3.doc • rev. 6/28/2016 Page 2 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town A. General Information (continued) 6. General Project Description: Roadway drainage improvements that will connect to an existing stormwater system 7a. Project Type Checklist: (Limited Project Types see Section A. 7b.) 1.Single Family Home 2.Residential Subdivision 3.Commercial/Industrial 4.Dock/Pier 5.Utilities 6. Coastal engineering Structure 7.Agriculture (e.g., cranberries, forestry) 8.Transportation 9.Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project (including Ecological Restoration 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. (See 310 CMR 10.24 and 10.53 for a complete list and description of limited project types) 10.53(3)(f) - Maintenance and improvement of existing roadways, but limited to widening less than a single lane, adding shoulders, correcting …intersections, and improving inadequate drainage systems. If the proposed activity is eligible to be treated as an Ecological Restoration Limited Project (310 CMR10.24(8), 310 CMR 10.53(4)), complete and attach Appendix A: Ecological Restoration Limited Project Checklist and Signed Certification. 8. Property recorded at the Registry of Deeds for: N/A a. County b. Certificate # (if registered land) c. Book 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. wpaform3.doc • rev. 6/28/2016 Page 3 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) For all projects affecting other Resource Areas, please attach a narrative explaining how the resource area was delineated. Resource Area Size of Proposed Alteration Proposed Replacement (if any) a.Bank 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 Resource Area Size of Proposed Alteration Proposed Replacement (if any) d.Bordering Land Subject to Flooding 1,030 1. square feet 1,030 2. square feet 3. cubic feet of flood storage lost 4. cubic feet replaced e.Isolated Land Subject to Flooding 1. square feet 2. cubic feet of flood storage lost 3. cubic feet replaced f. Riverfront Area Mill River 1. Name of Waterway (if available) - specify coastal or inland 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:65,800 square feet 4.Proposed alteration of the Riverfront Area: 1,650 a. total square feet 1,650 b. square feet within 100 ft. 0 c. square feet between 100 ft. and 200 ft. 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) Note: for coastal riverfront areas, please complete Section B.2.f. above. wpaform3.doc • rev. 6/28/2016 Page 4 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) 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. Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. 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 2. cubic yards dredged c.Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d.Coastal Beaches 1. square feet 2. cubic yards beach nourishment e.Coastal Dunes 1. square feet 2. cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement (if any) f. Coastal Banks 1. linear feet g.Rocky Intertidal Shores 1. square feet h.Salt Marshes 1. square feet 2. sq ft restoration, rehab., creation i. Land Under Salt Ponds 1. square feet 2. cubic yards dredged j. Land Containing Shellfish 1. square feet k.Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1. cubic yards dredged l. 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. square feet of BVW b. square feet of Salt Marsh 5.Project Involves Stream Crossings a. number of new stream crossings b. number of replacement stream crossings wpaform3.doc • rev. 6/28/2016 Page 5 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town C. Other Applicable Standards and Requirements This is a proposal for an Ecological Restoration Limited Project. Skip Section C and complete Appendix A: Ecological Restoration Limited Project Checklists – Required Actions (310 CMR 10.11). 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://maps.massgis.state.ma.us/PRI_EST_HAB/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 1 Rabbit Hill Road Westborough, MA 01581 Phone: (508) 389-6360 August 2018 b. Date of map 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.2.f, 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). c.Submit Supplemental Information for Endangered Species Review 1.Percentage/acreage of property to be altered: (a) within wetland Resource Area .05% / .06 ac percentage/acreage (b) outside Resource Area 0 percentage/acreage 2.Assessor’s Map or right-of-way plan of site 2.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  Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review (see http://www.mass.gov/eea/agencies/dfg/dfw/natural-heritage/regulatory-review/). 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. 6/28/2016 Page 6 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town C. Other Applicable Standards and Requirements (cont’d) (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 “Commonwealth of Massachusetts - NHESP” 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 (f) 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.) 2. Separate MESA review ongoing. a. NHESP Tracking #b. Date submitted to NHESP 3.Separate MESA review completed. Include copy of NHESP “no Take” determination or valid Conservation & Management Permit with approved plan. 3. 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, hand delivery, or electronic delivery of NOI to either: South Shore - Cohasset to Rhode Island border, and the Cape & Islands: Division of Marine Fisheries - Southeast Marine Fisheries Station Attn: Environmental Reviewer 1213 Purchase Street – 3rd Floor New Bedford, MA 02740-6694 Email: DMF.EnvReview-South@state.ma.us North Shore - Hull to New Hampshire border: Division of Marine Fisheries - North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 Email: DMF.EnvReview-North@state.ma.us 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. wpaform3.doc • rev. 6/28/2016 Page 7 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town C. Other Applicable Standards and Requirements (cont’d) Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. 4. 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 5. 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 6. 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 7. 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: 1.Single-family house 2.Emergency road repair 3.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 This is a proposal for an Ecological Restoration Limited Project. Skip Section D and complete Appendix A: Ecological Restoration Notice of Intent – Minimum Required Documents (310 CMR 10.12). 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. wpaform3.doc • rev. 6/28/2016 Page 8 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town D. Additional Information (cont’d) 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. Chesterfield Road, Spring Street, Main Street (Leeds) and Cross Street Paving a. Plan Title Felix Harvey, Dawn Nims, Kris Baker b. Prepared By David Veleta, P.E. c. Signed and Stamped by 3/27/2019 d. Final Revision Date 1:20 e. Scale 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 9.Attach Stormwater Report, if needed. 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 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 wpaform3.doc • rev. 6/28/2016 Page 9 of 9 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 Provided by MassDEP: MassDEP File Number Document Transaction Number Northampton City/Town 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 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. 1. Signature of Applicant 2. Date 3. Signature of Property Owner (if different)4. Date 5. Signature of Representative (if any)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. noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. A. Applicant Information 1. Location of Project: Cross Street and Spring Street a. Street Address Northampton b. City/Town c. Check number $0 (exempt) d. Fee amount 2. Applicant Mailing Address: David a. First Name Veleta b. Last Name City of Northampton DPW c. Organization 125 Locust Street d. Mailing Address Northampton e. City/Town MA f. State 01060 g. Zip Code 413-587-1570 h. Phone Number i. Fax Number dveleta@northamptonma.gov j. Email Address 3. Property Owner (if different): a. First Name b. Last Name c. Organization d. Mailing Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email Address To calculate filing fees, refer to the category fee list and examples in the instructions for filling out WPA Form 3 (Notice of Intent). B. Fees Fee should be calculated using the following process & worksheet. Please see Instructions before filling out worksheet. Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2) times the fee per category (identified in Step 3) to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50. noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 2 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 1/Type of Activity Step 2/Number of Activities Step 3/Individual Activity Fee Step 4/Subtotal Activity Fee Step 5/Total Project Fee: Step 6/Fee Payments: Total Project Fee: $0 (exempt) a. Total Fee from Step 5 State share of filing Fee: $0 b. 1/2 Total Fee less $12.50 City/Town share of filling Fee: $0 c. 1/2 Total Fee plus $12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and the city/town fee payment. To MassDEP Regional Office (see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx 1 INTRODUCTION The City of Northampton Department of Public Works (DPW) proposes to make drainage improvements as part of a larger repaving project on two roadways – Spring Street and Cross Street. Drainage improvements include replacement of subdrains, addition of paved drainage aprons, and construction of catch basins that will tie into existing drain pipes that outfall to the Mill River. Portions of Spring Street are situated within Bordering Land Subject to Flooding and buffer areas of Bordering Vegetated Wetland and Inland Bank. The project area on Cross Street is located within Riverfront Area of the Mill River and within the 100’ buffer of Inland Bank. The Mill River is a Coldwater Fishery Resource and the Cross Street project location is situated within NHESP Priority Habitat. An application for MESA review was submitted concurrent with this Notice of Intent. 2 PROPOSED PROJECT The overall project consists of repaving Cross Street from Bliss Street to Florence Road (650 lf) and repaving portions of Spring Street from Dimock Street to Colonel Lavallee Lane and from Meadow Street to Pine Street (5,900 lf). Ongoing drainage issues along both of these roads has led to deteriorated pavement conditions and so the DPW proposes to add several drainage structures along the roads and to replace subsurface drains beneath Spring Street. A new subdrain, drainline and two catch basins are proposed along Cross Street. In accordance with 310 CMR 10.02 (2)(b)(2)(p) and Category II of the DPW’s General Order of Conditions for Routine Maintenance and Repair Activities, minor activities including, “Pavement repair, resurfacing, and reclamation of existing roadways within the right-of-way configuration provided that the roadway and shoulders are not widened, no staging or stockpiling of materials, all disturbed road shoulders are stabilized within 72 hours of completion of the resurfacing or reclamation, and no work on the drainage system is performed, other than adjustments and/or repairs to respective structures within the roadway” are not otherwise subject to the WPA regulations. Additionally, this General Order of Conditions exempts some work within Riverfront and Buffer Zone areas including: the removal and replacement of signs and repair and replacement of curbing. While some of the proposed work is exempt from filing a Notice of Intent, several proposed activities require either notification to the Northampton Conservation Commission or filing of a Notice of Intent. The replacement of subdrains under Spring Street and the construction of a new subdrain on Cross Street requires the DPW to notify the Conservation Commission under Category V of the General Order of Conditions. Installation of new rock aprons within RFA and replacement of subdrains on Spring Street also requires notification and approval from the Conservation Commission. The following proposed work requires filing a Notice of Intent: installation of catch basins within Bordering Land Subject to Flooding on Spring Street and construction of catch basins, addition of shoulders and installation of a drainline within Riverfront Area on Cross Street. This project qualifies as a “Limited Project” according to 310 CMR 10.53(3)(f) for the “maintenance and improvement of existing public roadways, but limited to widening less than a single lane, adding shoulders, correcting substandard intersections, and improving inadequate drainage systems.” Therefore, the project does not need to fully comply with the General Performance Standards in 310 CMR 10.54 through 10.58 and 10.60. Currently, stormwater treatment features are absent from Cross Street and are insufficient to effectively drain water from portions of Spring Street. As a result, water tends to pond in the roadway and eventually flows overland towards the Mill River and its tributaries. This ponding causes damage to the pavement over time NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx through freeze and thaw cycles and also presents a public safety risk to drivers as they try to avoid potholes and icy spots. This project proposes to add hooded, deep-sump catch basins on Cross Street and Spring Street in order to improve road drainage, and subsequently, to maintain good pavement conditions. The catch basins will also yield an improvement to water quality in the Mill River by pre-treating the road runoff before it reaches the river. The catch basins will be installed within the paved surface area of the roadway and will connect to existing drainlines that outfall to the Mill River. On Spring Street, existing 6” subdrains will be replaced at a higher elevation along both sides of the road and will tie into existing and proposed catch basins. On Cross Street, a single 6” subdrain is proposed that will tie into a new catch basin, which will connect to a new 12” drainline that flows to an existing outfall near the Mill River. New crushed stone shoulders are also proposed for Cross Street and shoulders along Spring Street will be excavated and regraded. 2.1 WETLAND IMPACTS Bordering vegetated wetland (BVW) resource areas were delineated in the field by DPW Sr. Environmental Scientist Johanna Stacy in March 2019. Bordering Land Subject to Flooding was delineated using FEMA Flood Insurance Rate Maps. Riverfront Area and Priority Habitat for Endangered Species boundaries were derived from MassGIS datalayers. Spring Street The southern portion of the Spring Street project area is situated within Bordering Land Subject to Flooding. In the northern part of the project, Spring Street crosses two tributaries to the Mill River; thus some of the proposed work falls within Riverfront Area of these tributaries as well as buffer areas to bordering vegetated wetlands and Inland Bank associated with these waterbodies. Proposed work includes construction of 2,100 lf of subdrain within the roadway – 1,280 lf of which falls within Riverfront Area and 821 lf falls within BLSF buffer. Approximately 160 sf of land within BVW buffer and Riverfront Area will be altered to create paved aprons. Installation of catch basins within Bordering Land Subject to Flooding would alter 50 sf. Table 1. Summary of Wetland Impacts (Spring Street) Resource Alteration Replication Bordering Land Subject to Flooding (BLSF) 1,030 sf 1,030 sf (in situ) Bordering Vegetated Wetland (BVW) 0sf 0sf Bordering Vegetated Wetland (Buffer) 160 sf 0 sf Riverfront Area 160 sf 0 sf (in situ) Impacts to Bordering Land Subject to Flooding – Catch basins installed within BLSF will not remove flood storage capacity, and are expected to improve water quality by providing stormwater pre-treatment for roadway discharges to the Mill River. Impacts to Riverfront Area - Construction of the subdrain will occur within the roadway and constitutes redevelopment of this area. The proposed paved aprons are designed to direct roadway runoff towards rock fill, which will slow the water and reduce erosion and stream sedimentation to nearby tributaries. Cross Street Cross Street runs parallel to the Mill River, and as such, is situated within Riverfront Area and partially within the 100’ buffer of Inland Bank. The Cross Street project includes 29,500 sf of Riverfront Area. Most of the proposed work will take place within the paved roadway, but approximately 300sf will occur outside of the NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx roadway. Work proposed within the roadway and within Riverfront Area includes construction of 350 lf of 6” subdrain, construction of 190 lf of a 12” drainline and addition of crushed stone shoulders on the north side of the road. The project also proposes to add four new catch basins within the roadway. Stormwater from the catch basins will flow through the new drain line to an existing drainline that outfalls towards the Mill River. These resource areas along with the Priority Habitat for Endangered Species boundary are shown on the Project Plan in Appendix A. The wetland impacts are summarized in Table 2. Total resource area impacts include 1,200 sf (RFA) for the addition of gravel shoulders and 300sf in RFA for new drainlines and manholes outside the paved roadway. Table 2. Summary of Wetland Impacts (Cross Street) Resource Alteration Replication Riverfront Area 1,500 sf 1,500 sf (in situ) As the Inland Bank buffer zone overlaps with the Riverfront Area, the proposed work is required to meet the performance standards for Riverfront Area (per 310 CMR 10.58(4)(a)). Most work taking place within the Riverfront Area constitutes redevelopment per 10.58(5) as the repaving, drainline and subdrain installation will occur within the paved roadway. As such, the proposed work is required to improve the existing conditions on site. The new shoulder is designed to slow runoff from the road and remove sediment from this runoff. The drainage work is expected to improve water quality on the site by adding stormwater pre- treatment (catch basins) to an area where runoff is currently not treated at all. Construction taking place outside of the roadway includes addition of a crushed stone shoulder on the north side of the roadway and installation of a manhole cover. The crushed stone shoulder is also designed to slow and provide treatment of road runoff. 3 ALTERNATIVES ANALYSIS Given that the existing road layout traverses several resource areas, road maintenance and construction activities have the potential to affect wetland resources. This impact has primarily been minimized by limiting work to the road right-of-way and proposing to install stormwater features with small footprints. Catch basins are typically located every 200-250’ along a road. Currently, on Spring Street, catch basins are spaced over 450’ apart and the roadway is flat; both factors hinder roadway drainage. The proposed hooded, deep sump catch basins will serve to drain the roadway and to provide more treatment of road runoff that currently exists on the site. At Cross Street, the proposed catch basins will provide better stormwater treatment for runoff draining to the Mill River. These drainage features also reduce impacts to resource areas due to their small footprints and location within already disturbed areas. A no-build alternative exists where the road would be repaved and no work on the drainage systems would take place. This alternative would mean that no additional sediment mitigation would be added and the existing subsurface drainage issues would continue, resulting in a shortened pavement life span and continued driver safety issues as potholes develop and ice and water accumulate on the roadway. For these reasons, this is not the preferred alternative. NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx APPENDIX A USGS MAP & PROJECT PLANS I 1:9,600RF = Cross Street Pavement & Drain Improvements, Notice of IntentMassachusetts NHESP StatusCity of NorthamptonDepartment of Public Works 0 500 1,000 Feet NHESP Priority Habitats of Rare Species Parcel boundary Cross Street Pavement & Drain Improvements CHESTERFIELD ROAD STA 0+00 TO 43+50 SPRING STREET 0+35 TO 46+45; 63+95 TO 77+19 CROSS STREET 0+00 TO 6+35 MAIN ST - LEEDS 0+00 TO 5+35 NORTHAMPTON, MASSACHUSETTS INDEX OF SHEETS THE HONORABLE DAVID J. NARKEWICZ MAYOR NO. DESCRIPTION COVER SHEET G-1 CONSTRUCTION NOTES AND LEGEND C-1 CHESTERFIELD ROAD STA 0+00 TO STA 10+75 C-2 CHESTERFIELD ROAD STA 10+75 TO STA 20+75 C-3 CHESTERFIELD ROAD STA 20+75TO STA 32+75 C-4 CHESTERFIELD ROAD STA 32+75 TO STA 43+50 C-5 CHESTERFIELD ROAD STA 43+50 TO STA 45+00 C-6 SPRING STREET STA 0+35 TO 11+78 C-7 SPRING STREET STA 11+78 TO 23+39 C-8 SPRING STREET STA 23+39 TO 35+04 C-9 SPRING STREET STA 35+04 TO 46+45 C-10 SPRING STREET STA 63+95 TO 73+47 C-11 SPRING STREET STA 73+47 TO 77+19 C-12 MAIN STREET (LEEDS) STA 0+00 TO 5+35 C-13 CROSS STREET STA 0+00 TO 6+35 D-1 DETAILS D-2 DETAILS D-3 DETAILS BID SET MARCH 27, 2019 CONTRACTS 2019 CHESTERFIELD ROAD, SPRING STREET, MAIN STREET (LEEDS) & CROSS STREET PAVING DEPARTMENT OF PUBLIC WORKS DONNA LASCALEIA, DIRECTOR DAVID VELETA, P.E., CITY ENGINEER DEPARTMENT OF PUBLIC WORKS 125 LOCUST STREET NORTHAMPTON, MA 01060 413-587-1570 FAX 413-587-1576 GENERAL NOTES: 1. THE CONTRACTOR MUST SUBMIT A COMPLETE NOTICE OF INTENT TO EPA WHICH INCLUDES A STORMWATER POLLUTION PREVENTION PLAN (SWPPP). A COMPLETE COPY OF THE EPA-SWPPP SHALL BE SUBMITTED TO THE NORTHAMPTON DPW PRIOR TO THE NOTICE TO PROCEED. ADDITIONAL REQUIREMENTS FOR STORMWATER POLLUTION PREVENTION ARE PROVIDED IN THE PROJECT SPECIFICATIONS (INCLUDING A WETLANDS ORDER OF CONDITIONS, IF ANY) AND WITHIN THESE PLANS; SEE "EROSION AND SEDIMENTATION CONTROL" ON THIS SHEET. 2. GEODETIC COORDINATES: MASSACHUSETTS MAINLAND ZONE, US SURVEY FEET, NAD83-NAVD88. GPS CONTROL POINTS WILL BE PROVIDED BY DPW PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL CONTROL POINTS AND BENCH MARKS NECESSARY FOR THE WORK. 3. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A LICENSED SURVEYOR OR ENGINEER FOR THE PROJECT LAYOUT. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING MONUMENTATION, INCLUDING PROPERTY BOUNDARY PINS, AND REPLACING THEM IN KIND AND ACCURACY IF DISTURBED. 4. PROPERTY LINES SHOWN ON THE PLANS ARE APPROXIMATE. 5. THE CONTRACTOR IS REQUIRED TO CONTACT DIGSAFE (888-344-7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK, AND OBTAIN A TRENCH PERMIT FROM THE NORTHAMPTON DPW. 6. UTILITY EMERGENCY PHONE NUMBERS: COMCAST: 888-213-0422 COLUMBIA GAS OF MASSACHUSETTS (CMA): 413-781-9200 NATIONAL GRID: 800-322-3223 VERIZON: 866-686-1195 7. UNDERGROUND UTILITY LOCATIONS WERE COMPILED FROM DPW FIELD SURVEY, RECORD DRAWINGS AND AVAILABLE UTILITY COMPANY RECORD PLANS. ALL EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS ARE OBSERVED THAT VARY SIGNIFICANTLY FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING FOR RESOLUTION OF THE CONFLICTING INFORMATION. 8. THE CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY AND SAFETY. ALL CONSTRUCTION AND EXCAVATION SHALL COMPLY WITH CURRENT OSHA STANDARDS, INCLUDING, BUT NOT LIMITED TO, THE PROVISION FOR A COMPETENT PERSON ON SITE, TRENCH SAFETY PLANS AND ANY OTHER REQUIRED DOCUMENTATION. 9. THE CONTRACTOR SHALL MATCH ALL NEW PAVEMENT AND OTHER SURFACE GRADES TO EXISTING GRADES, PROVIDING A SMOOTH, FLUSH TRANSITION. EROSION AND SEDIMENTATION CONTROL: 1.CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP). CONTRACTOR SHALL SUBMIT A COMPLETE NOTICE OF INTENT TO THE EPA FOR COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT AT LEAST 7 DAYS PRIOR TO STARTING THE WORK. IN ADDITION, A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE PROVIDED TO THE NORTHAMPTON DPW FOR REVIEW PRIOR TO THE PRE-CONSTRUCTION MEETING AND THE NOTICE TO PROCEED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STORMWATER POLLUTION PREVENTION IRRESPECTIVE OF ANY APPROVALS RECEIVED FROM THE EPA, THE CITY, OR OTHER SOURCE. THE SWPPP SHALL COMPLY WITH ALL REGULATORY REQUIREMENTS AND SHALL ALSO INCLUDE THE FOLLOWING: 2.SITE PERIMETER SEDIMENT CONTROLS SHALL INCLUDE SEDIMENT CAPTURE DEVICES INSTALLED DOWN-GRADIENT OF THE SITE WORK. SEDIMENT CAPTURE DEVICES SHALL INCLUDE, AS APPLICABLE, THE FOLLOWING: 2.1.COMPOST FILLED FILTER TUBES - SEE DETAILS, USE WHERE SPECIFIED IN APPROVED PLAN OR AS DIRECTED BY ENGINEER 2.2.STRAW WATTLES - SEE DETAILS, FOR USE WITHIN ROADSIDE DRAINAGE CHANNEL OR AS DIRECTED BY ENGINEER. 2.3.SILT FENCE - SEE DETAILS, FOR USE AS PERIMETER SEDIMENT CAPTURE IN UNPAVED AREAS AND DOWN-GRADIENT OF SOIL STOCK PILES, AND AS DIRECTED BY ENGINEER. 2.4.STRAW BALES - SEE DETAILS, FOR USE AS PERIMETER SEDIMENT CAPTURE IN UNPAVED AREAS, DOWN-GRADIENT OF SOIL STOCK PILES, AND AS DIRECTED BY ENGINEER AS A MINIMUM, THE TYPE OF SITE PERIMETER CONTROL USED SHALL BE AS INDICATED ON PLAN SHEETS OR AS DIRECTED BY ENGINEER. DIRECTION GIVEN BY CITY REPRESENTATIVE SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY TO IMPLEMENT ADDITIONAL SEDIMENT CONTROL MEASURES IF NEEDED TO CONTROL SEDIMENT MOVEMENT. 3.SOIL STOCKPILES THAT ARE NOT USED THE SAME DAY SHALL HAVE SEDIMENT CONTROLS/BARRIERS (SILT FENCE AND STRAW BALES) INSTALLED DOWN-GRADIENT OF THE STOCKPILE. STOCK PILES THAT REMAIN INACTIVE FOR MORE THAN 7 DAYS SHALL BE COVERED WITH IMPERVIOUS TARPAULIN 4.CONTROL OF SEDIMENT MOVEMENT INTO CATCH BASINS AND AREA DRAINS. FILTER FABRICS DESIGNED FOR INSERTION BELOW STANDARD ROADWAY CATCH BASIN INLETS ARE PREFERRED SEDIMENT CONTROL FOR CATCH BASIN INLETS DRAINING LESS THAN 3000-SF IMPERVIOUS (ROADWAY) AT SLOPES LESS THAN 5%; SEE DETAIL SHEETS FOR "FLAT TYPE INLET PROTECTION DETAIL". THE FOLLOWING INLET PROTECTION TYPES ARE ALSO ALLOWED AND SHALL BE USED FOR LARGER DRAINAGE AREAS OR IF REQUIRED BY ENGINEER: 4.1.STRAW BALE SEDIMENT BARRIERS: EXCAVATE A 4" DEEP TRENCH AROUND THE INLET AND MAKE THE TRENCH AS WIDE AS A STRAW BALE IN ORDER TO EMBED THE BALES PROPERLY. ORIENT THE BALES WITH THE BINDINGS AROUND THE SIDES OF THE BALES SO THE WIRE DOES NOT COME IN CONTACT WITH THE SOIL. PLACE BALES LENGTHWISE AROUND THE INLET AND PRESS THE ENDS OF ADJACENT BALES TOGETHER. DRIVE TWO 1-INCH BY 1-INCH STAKES THROUGH EACH BALE TO ANCHOR THE BALE SECURELY IN PLACE. IF NECESSARY TO DEWATER THE PONDED AREA MORE RAPIDLY, USE 3/4-INCH TO 2-INCH GRAVEL TO FILL THE VOID SPACES BETWEEN THE BALES. INSTALL GRAVEL BACKFILL AS NEEDED TO PREVENT EROSION OR FLOW AROUND THE BALES. THE TOP OF THE CATCH BASIN STRUCTURE MUST BE WELL BELOW THE DOWNSLOPE GROUND ELEVATION TO PREVENT RUNOFF FROM BYPASSING THE THE INLET. EXCAVATION OF A BASIN ADJACENT TO THE DROP INLET OR OR A TEMPORARY DIKE DOWNSLOPE OF THE STRUCTURE MAY BE NECESSARY. 4.2.SILT FENCE SEDIMENT BARRIERS: SUPPORT POSTS FOR SILT FENCE SHALL BE STEEL FENCE POSTS OR 1-INCH BY 1-INCH WOOD POSTS, A MINIMUM OF 3 FEET LONG, AT A MAXIMUM SPACING OF 3 FEET. EXCAVATE A TRENCH 4-INCHES WIDE BY 8-INCHES DEEP AND BURY THE BOTTOM OF THE SILT FENCE IN THE TRENCH. BACKFILL THE TRENCH WITH GRAVEL OR SOIL. COMPACT BACKFILL WELL. THE HEIGHT OF THE SILT FENCE SHALL BE A MAXIMUM OF 1.5 FEET MEASURED FROM THE TOP OF THE INLET. 5.SLOPE PROTECTION: EROSION CONTROL MATTING SHALL BE USED TO STABILIZE DISTURBED AND REGRADED SLOPES STEEPER THAN 2H:1V OR AS DIRECTED BY ENGINEER AND SHALL BE EAST COAST EROSION CONTROL ECSC-2, CONTECH ARMORAX, TENSAR NORTH AMERICAN GREEN P300, OR APPROVED EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6.INSPECTION AND MAINTENANCE: INSPECT THE EROSION AND SEDIMENT CONTROL MEASURES AFTER EACH RAIN EVENT AND PROMPTLY MAKE ANY NECESSARY REPAIRS. SEDIMENT SHALL BE REMOVED AFTER EACH SIGNIFICANT STORM (1-INCH IN 24 HOURS) TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN EVENT. THE REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA THAT CAN BE PERMANENTLY STABILIZED AND WILL NOT CONTRIBUTE SEDIMENT OFF SITE. IF THE GRAVEL FILTER BECOMES CLOGGED WITH SEDIMENT, IT MUST BE CAREFULLY REMOVED FROM THE INLET AND EITHER CLEANED OR REPLACED. UTILITY NOTES: 1. EXISTING UTILITIES ARE SHOWN BASED ON THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE ONLY. THE CONTRACTOR, IN ALL OPERATIONS, SHALL ANTICIPATE THE EXISTENCE OF UTILITIES THAT ARE CONSISTENT WITH LOCAL USAGE REQUIREMENTS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND NOTIFY THE APPROPRIATE UTILITY COMPANY OR AUTHORITY. 2. THE CONTRACTOR SHALL DIG TEST PITS, WHERE REQUIRED, TO VERIFY THE LOCATION OF UNDERGROUND UTILITIES AND WHEREVER PROPOSED UNDERGROUND UTILITIES MAY CROSS EXISTING UTILITIES. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE, OR COORDINATE THE RELOCATION OF, ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITY AT LEAST 3 WEEKS PRIOR TO ANY REQUIRED UTILITY RELOCATIONS. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE PROPER FUNCTIONING OF ALL UTILITIES IN THE AREAS UNDER CONSTRUCTION PRIOR TO THE TIME WHEN THE FINAL SYSTEM IS PLACED INTO SERVICE. ALL PIPES AND STRUCTURES, AND POLES WITHIN THE LIMITS OF WORK SHALL BE LEFT IN A CLEAN AND OPERABLE CONDITION AT THE COMPLETION OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES AND FOR REPAIRS THAT COMPLY WITH THE REQUIREMENTS OF THE CITY OR RESPECTIVE UTILITY COMPANY. 5. ADJUST ALL MANHOLES TO FINISH GRADE AND CATCH BASINS TO FINISHED GRADE ELEVATION MINUS 0.01'. ADJUST ALL GATE BOXES, CURB STOPS AND CLEANOUT COVERS TO FINISH GRADE. EXISTING GRANITE CURB CATCH BASIN INLET SECTIONS SHALL BE REMOVED AND RESET. 6. UTILITY TRENCHES IN ROADWAY SHALL BE PATCHED WITHIN 48 HOURS OR AS DIRECTED BY THE ENGINEER. . 7. THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND BUSINESSES OWNERS OF ANY WORK WHICH WILL AFFECT ACCESS TO THEIR PROPERTY (SUCH AS DRIVEWAYS). SAID NOTICE SHALL BE GIVEN, IN WRITING, 24 HOURS PRIOR TO THE COMMENCEMENT OF SUCH WORK. 8. PROPOSED CATCH BASIN RIM ELEVATIONS ARE LISTED AS APPROXIMATE ELEVATION ON THE PLANS, ACTUAL ELEVATIONS SHALL BE FINISHED PAVEMENT ELEVATION MINUS 0.01'. 9. ALL WATER SHUTDOWNS SHALL BE PERFORMED BY THE CITY OF NORTHAMPTON WATER DIVISION. 10. ANY WATER HYDRANT THAT IS OUT OF SERVICE SHALL BE BAGGED. THE FIRE DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF ANY HYDRANT THAT IS TO BE TAKEN OUT OF SERVICE. 11. ALL WATER SERVICES SHALL BE RENEWED TO THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER. EXISTING WATER SERVICE BOX LOCATIONS ARE APPROXIMATE ONLY. CONTRACTOR SHALL VERIFY WATER SERVICE AND GATE VALVE LOCATIONS IN THE FIELD, PROVIDE SERVICE TAPS ACCORDINGLY AND ENSURE THAT ALL SUCH BOXES ARE IN WORKING ORDER AFTER THE COMPLETION OF THE WORK, AS APPROVED BY THE WATER DIVISION. . 12. ALL WATER GATES, BENDS, CAPS TEES, PLUGS, PIPE RUNS AND BRANCHES SHALL BE RESTRAINED PER SPECIFICATION. 13. NO SPLICING OF WATER SERVICE LINES ALLOWED. IF CONTRACTOR DAMAGES WATER SERVICE LINE, THE DAMAGED LINE SHALL BE REPLACED FROM THE CORPORATION STOP AT THE MAIN TO THE CURB BOX SHUTOFF. 14. WATER AND SEWER PIPES SHALL BE SEPARATED BY A MINIMUM OF 10 FEET HORIZONTALLY AND 18 INCHES VERTICALLY WHEREVER POSSIBLE. 15. ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED. THE ENGINEER AND WATER DEPARTMENT MUST BE PRESENT FOR ALL WATER SYSTEM TESTING AND DISINFECTION. REFER TO THE SPECIFICATIONS AND DETAIL SHEETS FOR SPECIFIC REQUIREMENTS REGARDING THE ENGINEER'S INSPECTION OF WATER MAIN AND CONTRACTOR'S REPORTING AND CERTIFICATION. 16. ALL SEWER MAINS AND STRUCTURES SHALL BE LEAKAGE TESTED. THE ENGINEER MUST BE PRESENT FOR ALL TESTING. REFER TO THE SPECIFICATIONS AND DETAIL SHEETS FOR SPECIFIC REQUIREMENTS REGARDING THE ENGINEER'S INSPECTION AND CONTRACTOR'S REPORTING AND CERTIFICATION. 17. CONTRACTOR SHALL PROVIDE DEWATERING AS NEEDED TO INSTALL UNDERGROUND UTILITIES "IN THE DRY". 18.CAPPING DEAD-END WATERLINES: ALL NEW TEMPORARY AND PERMANENT DEAD-END WATERLINES SHALL BE CAPPED AND SEALED WITH MECHANICAL JOINT CAPS. 19.ABANDONMENT OF NON-PRESURIZED PIPING: EXISTING PIPELINE THAT WILL NO LONGER BE CONNECTED TO THE WATER SYSTEM SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OR SHALL BE ABANDONED IN PLACE. PIPELINE ABANDONED IN PLACE SHALL HAVE ALL OPEN ENDS SEALED WITH MASONRY AND CONCRETE PLUGS TO PREVENT THE FLOW OF GROUNDWATER THROUGH THE PIPELINE(S). 20.WATER SERVICE CONNECTIONS: SERVICE CONNECTIONS SHALL BE INSTALLED CONSISTENT WITH THE WATER SERVICE DETAIL PROVIDED ON DETAIL SHEETS. THE SERVICE BOX AND CURB STOP SHALL BE LOCATED AT THE PROPERTY LINE OR OTHER LOCATION AS REQUIRED BY THE ENGINEER. 21.THRUST BLOCKS & JOINT RESTRAINT: THRUST BLOCKS ARE REQUIRED AT ALL WATERMAIN BENDS, TEES, PLUGS/CAPS, AND HYDRANTS; SEE DETAILS. JOINT RESTRAINT IS REQUIRED (IN ADDITION TO THRUST BLOCKS) AT ALL BENDS, TEES, PLUGS/CAPS, HYDRANTS, TRANSITION FITTINGS AND VALVES. SIGN AND PAVEMENT MARKINGS: 1. ALL EXISTING TRAFFIC CONTROL SIGNS WITHIN THE LIMITS OF WORK SHALL BE MAINTAINED, PROTECTED, AND/OR REMOVED AND RESET UNLESS OTHERWISE NOTED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. ALL SIGN PANELS REMOVED FOR REPLACEMENT SHALL BE DISPOSED OF OFF-SITE OR DELIVERED TO THE DPW YARD AS REQUESTED BY THE ENGINEER. 2. EXACT LAYOUT AND PLACEMENT OF ALL SIGNS AND THERMOPLASTIC PAINT TO MEET INTENT OF THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) GUIDELINES, & BE APPROVED BY ENGINEER. HIGH INTENSITY RETROREFLECTIVE SHEETING SHALL BE USED FOR ALL SIGNS. TREE PROTECTION: 1. TREES IN THE VICINITY OF WORK SHALL BE PROTECTED DURING CONSTRUCTION. PRIOR TO STARTING WORK, CONTRACTOR SHALL CONSULT WITH DPW ARBORIST TO DETERMINE TYPE OF PROTECTION REQUIRED FOR EACH TREE. SEE TREE PROTECTION DETAILS. PROPERTY PROTECTION: 1. LAND MONUMENTS AND PROPERTY MARKS SHALL BE CAREFULLY PROTECTED AND, IF FOUND NECESSARY TO REMOVE, THE CONTRACTOR SHALL DO SO ONLY AT THE ENGINEER'S DIRECTION AND AFTER AN AUTHORIZED AGENT HAS WITNESSED OR REFERENCED THEIR LOCATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REPLACEMENT BY PLS OF ANY PROPERTY PINS OR MONUMENTS DISTURBED DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE CAUSED BY THEIR ACTIONS ON PRIVATE PROPERTY. 3. EXISTING MAILBOXES SHALL BE PROTECTED FOR REMOVED AND RESET TO PERFORM WORK. SEQUENCE OF WORK: 1. CONTRACTOR SHALL SUBMIT A DETAILED PLAN SHOWING THE OVERALL SEQUENCE OF WORK OF EACH WORK ITEM, INCLUDING BUT NOT LIMITED TO PROPOSED SCHEDULE, SEQUENCING OF INSTALLATION OF VARIOUS COMPONENTS OF THE WORK, PROPOSED ROAD CLOSURES, AND ALTERNATE ROUTES. 2. THE SEQUENCE OF WORK SHALL ALSO DESCRIBE METHODS TO MAINTAIN PEDESTRIAN TRAFFIC FOR ALL PHASES AND TO ALL AFFECTED PROPERTIES. 3. THE CONTRACTOR SHALL SUBMIT A DETAILED TRAFFIC MANAGEMENT PLAN FOR REVIEW AND APPROVAL BY THE NORTHAMPTON DPW PRIOR TO CONDUCTING ANY SITE WORK. 4. CONTRACTOR SHALL IMPLEMENT SITE SAFETY CONTROLS AND TRAFFIC AND PEDESTRIAN MANAGEMENT PLAN PRIOR TO CONDUCTING ANY SITE WORK. DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: N/A DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 3/27/2019 GJN/DKV DEN G-1 CONSTRUCTION NOTES & LEGEND CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T DEMOLITION: 1. THE PAID LIMITS FOR MILL & OVERLAY OR RECLAIM WIDTH ARE EXISTING EDGE OF PAVEMENT AS SHOWN ON PLANS OR AS REQUIRED BY ENGINEER. ANY LOCATIONS WHERE EXISTING PAVEMENT IS WIDER THAN MILL & OVERLAY OR RECLAIM AREA, REMOVE EXISTING PAVEMENT AND LOAM & SEED AREA TO MATCH FINISHED PAVEMENT AND LOCAL GRADES. PAVEMENT OUTSIDE OF MILL & OVERLAY OR RECLAIM AREA SHALL BE PAID FOR AS UNCLASSIFIED EXCAVATION (ITEM 120.1). 2. THE PAID LIMITS FOR COLD IN PLACE [CIP] RECYCLING SHALL BE AS SHOWN ON PLANS OR AS REQUIRED BY ENGINEER. WHERE EXISTING PAVEMENT IS WIDER THAN CIP AREA, REMOVE EXISTING PAVEMENT AND GRADE SHOULDER TO MATCH FINISHED PAVEMENT AND LOCAL GRADES TO ALLOW FOR OVERLAND FLOW. PAVEMENT OUTSIDE OF CIP AREA AND BELOW CIP RECYLED PAVEMENT (4" TYP.) SHALL BE PAID FOR AS UNCLASSIFIED EXCAVATION (ITEM 120.1). 3. IN AREAS WHERE BITUMINOUS CONCRETE IS TO BE REMOVED, THE EDGE OF ANY BITUMINOUS CONCRETE TO REMAIN SHALL BE NEATLY SAWCUT PRIOR TO THE BITUMINOUS CONCRETE REMOVAL. IF THE NEATLY SAWCUT EDGE IS DAMAGED PRIOR TO FINAL PAVEMENT, IT SHALL BE NEATLY SAWCUT AGAIN AS DIRECTED BY THE ENGINEER. 4. THE CONTRACTOR, AT HIS EXPENSE, SHALL REMOVE AND DISPOSE OF ANY AND ALL MATERIALS ENCOUNTERED DURING UNCLASSIFIED EXCAVATION AND CONSTRUCTION IN ACCORDANCE WITH ALL APPLICABLE CITY OF NORTHAMPTON, STATE AND FEDERAL REGULATIONS. 5. MATERIALS TO BE REMOVED MAY INCLUDE, BUT ARE NOT LIMITED TO: BITUMINOUS PAVEMENT, CURBING, WALKS AND DRIVES; CONCRETE CURBING, WALKS AND DRIVES; CAST IRON, ASBESTOS CEMENT AND OTHER PIPING; UTILITY STRUCTURES; RUBBLE, ROCK AND UNSUITABLE MATERIAL. 6. UNLESS OTHERWISE INDICATED, ABANDONED EXISTING UTILITY LINES SHALL BE CAPPED WITH MASONRY & CONCRETE PLUGS AT THE LIMITS OF WORK. ABANDONED LINES WITHIN THE LIMITS OF WORK SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 7. UNANTICIPATED EXISTING STRUCTURES, AT THE DESCRETION OF THE ENGINEER, MAY BE ABANDONED IN PLACE, AS FOLLOWS: REMOVE THE TOP RISER SECTION; PERFORATE THE BOTTOM TO ALLOW IT TO DRAIN; ALL PIPE PENETRATIONS SHALL BE PLUGGED WITH MASONRY AND MORTAR; AND THE VOID SHALL BE BACKFILLED AND COMPACTED WITH ORDINARY BORROW. 8. SHOULDERS SHALL BE GRADED WHERE OVERLAND DRAINAGE IS OBSTRUCTED, OR NOTED ON PLANS, PER COUNTRY ROAD DETAIL (SHEET D-1), OR AS DIRECTED BY ENGINEER. LEGEND: BOUND / IRON PIPE FOUND EX EXISTING PROP PROPOSED PAVE PAVEMENTCONC CONCRETE TYP TYPICAL UNK UNKNOWNFIN FINISHED DIR DIRECTED DET DETERMINED CB CATCH BASINDMH DRAIN MANHOLE SMH SEWER MANHOLE MH MANHOLEWV WATER VALVE GV GAS VALVE F&C FRAME AND COVER F&G FRAME AND GRATER&D REMOVE AND DISCARD R&R REMOVE AND RESET R&S REMOVE AND STACKPROT PROTECT THERMO THERMOPLASTIC WCR WHEEL CHAIR RAMP MB MAILBOX ABBREVIATIONS DYCL DOUBLE YELLOW CENTER LINE (4" THERMO. + 4" SPACE + 4" THERMO.) SWCHL SOLID WHITE CHANNELIZATION LINE (8" THERMO.)SWEL SOLID WHITE EDGE LINE (4" THERMO.) SWLL SOLID WHITE LANE LINE (4" THERMO.) SWSL SOLID WHITE STOP LINE (12" THERMO.) SYCL SOLID YELLOW CENTER LINE (4" THERMO.)SYEL SOLID YELLOW EDGE LINE (4" THERMO.) WGL WHITE GORE LINE (12" THERMO.) YGL YELLOW GORE LINE (12" THERMO.) PAVEMENT MARKING ABBREVIATIONS WATER MAIN EXISTING PROPOSED SEWER MAIN STORM DRAIN GAS MAIN OVERHEAD WIRES PARCEL LINE STREET LINE EDGE OF PAVEMENT CURB OR BERM FENCE SEWER MANHOLE STORM DRAIN MANHOLE CATCH BASIN WATER SERVICE BOX SIGN HYDRANT WATER GATE UTILITY POLE / LIGHT POST STORM DRAIN EDGE OF PAVEMENT HMA CURB MAILBOX STORM DRAIN MANHOLE CATCH BASIN SIGN GUARD RAIL GRANITE CURB SEWER CLEAN OUT SUBDRAIN TEST PIT STONE WALL / RETAINING WALL GUARDRAIL FENCE GAS GATE EROSION CONTROLS FLOW ARROW WETLANDS DRAIN CHANNEL BLSF BORDERING LAND SUBJECT TO FLOODINGILSF ISOLATED LAND SUBJECT TO FLOODING BVW BORDERING VEGETATION WETLAND LUWW LAND UNDER WATER AND WATERWAYS RFA RIVERFRONT AREAVP CERTIFIED VERNAL POOLS WETLAND RESOURCE AREA ABBREVIATIONS CHESTERFIELD RD 1 1 . 5 0 ' 1 1 . 0 0 ' 1 2 3 4 5 LIMIT OF WORK STA. 0+00 R&R EX. MAILBOXES (TYP.) DRIVEWAY APRON WORK & LIMIT TO BE DETERMINED BY ENGINEER IN FIELD, EXCAV., INSTALL GRAVEL, 2" BINDER, 1-1/2" TOP (TYP.)CONC. WALKWAY SAWCUT LIMIT, EXCAV., INSTALL GRAVEL BASE, NEW CONC. WALK TO MATCH EXISTING OR AS DIR. BY ENGINEER R&D SIGN AND POST PROP. R2-1 "30 MPH" & NEW POST GRADE SHOULDER AS DIR. BY ENGINEER (SEE COUNTRY ROADWAY DETAIL) R&R SIGNS AND POST "TOWN LINE" SIGN, "WESTHAMPTON" SIGN, NORTHAMPTON" SIGN REMOVE ROCK (ITEM 144), GRADE SHOULDER AS NECESSARY OR AS DIR. BY ENGINEER (SEE COUNTRY ROADWAY DETAIL) PROTECT UTILITY POLES TO REMAIN (TYP.) PROP. CENTER CROWN STA 0+00 TO 26+00 (+/-) (SEE COUNTRY ROADWAY DETAIL) PROP. 4" SWEL - THERMO (TYP.) PROP. 4" DYCL - THERMO (TYP.) HIGH POINT (+/-) PROP. C E N T E R C R O W N STA 0+0 0 T O 2 6 + 0 0 ( + / - ) ROADW A Y D E T A I L ) R&D SIGN PROP. D3-1 "CHESTERFIELD RD" DRIVEWAY APRON WORK & LIMIT TO BE DETERMINED BY ENGINEER IN FIELD, EXCAV., INSTALL PAVEMENT OR GRAVEL AS DIR. BY ENGINEER PROT. TREE (TYP.) BEGIN 00+0 0 CHESTERFIELD RD MON T A G U E R D 5 6 7 8 9 10 ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓↓ ↑ ↑ ↑ ↑ ↓ ↓ EX. SEAM SAWCUT LIMIT OF PAVING WORK CONC. WA L K W A Y SAWCUT L I M I T , E X C A V . , INSTALL G R A V E L B A S E , NEW CON C . W A L K T O MATCH EX I S T I N G O R A S DIR. BY EN G I N E E R R&R SIGNS & POST R&R POST R&D SIGN PROP. D3-1 "CHESTERFIELD RD" PROTECT EX. GUARDRAIL (TYP.) GRADE SHOULDER AS DIR. BY ENGINEER (SEE COUNTRY ROADWAY DETAIL) REMOVE R O C K ( I T E M 1 4 4 ) , G R A D E SHOULDE R A S N E C E S S A R Y O R A S DIR. BY EN G I N E E R (SEE COU N T R Y R O A D W A Y D E T A I L ) R&D EX. HMA CURB PROP. 6" BIT. HMA CONC. CURB TYPE 2 (TYP.) R&R SIGN & POST R&R SIGN AND POST, AS DIR. BY ENGINEER R&D DAMAGED POSTS & HIGHWAY GUARD. PROP. 3 WOOD POSTS & 4 W-BEAM PANELS. (TYP.) INSTALL DENSE GRADED CRUSHED STONE FOR SHOULDERS PROP. 4" SWEL - THERMO - (TYP.) PROP. 4" DYCL - THERMO (TYP.) PAVED APRON FOR DRAINAGE MAINTAIN ROADWAY DRAINAGE TO APRON OUTLET EX. CITY BRIDGE NO. N-19-033(AMX) CONCRETE ARCH DECK REDUCE MILL DEPTH TO 1" FOR LENGTH OF BRIDGE STA 9+10 TO 9+95 (+/-) OR AS DIR. BY ENGINEER LOW POINT (+/-) STRAW WATTLE -PERIMETER PROTECTION (TYP.)STRAW WATTLE - PERIMETER PROTECTION (TYP.) PROP. CENTER CROWN STA 0+00 TO 26+00 (+/-) (SEE COUNTRY ROADWAY DETAIL) PROP. CENTER CROWN STA 0+00 TO 26+00 (+/-) R&R SIGN & POST DRIVEWAY APRON WORK & LIMIT TO BE DETERMINED BY ENGINEER IN FIELD, EXCAV., INSTALL GRAVEL, 2" BINDER, 1-1/2" TOP (TYP.) DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 20' 40'20'0'20' C-1 CHESTERFIELD ROAD STA 0+00 TO STA 10+75 3/27/2019 GJN, DKV DEN DEN CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T CHESTERFIELD R D 11 12 13 14 15 16 ↑ ↑ ↑ ↑ R&R SIGN & POST"CHESTERFIELD RD" R&R SIGN, R&D POST PROP. NEW POST PROP. SPECIAL CB INLET RIM = AS DIR. BY ENGINEER INV. OUT = EX. DRAIN INV. PROP. TEST PIT TO LOCATE EX. DRAIN LINE GRADE SHOULDER AS DIR. BY ENGINEER (SEE COUNTRY ROADWAY DETAIL) PROP. ROADSIDE STONE CHANNEL, GRADE TO SPECIAL CB INLET (SEE DETAIL) OR AS DIR. BY ENGINEER PROP. 4" SWEL - THERMO (TYP.) PROP. 4" DYCL - THERMO (TYP.) MAINTAIN DRAINAGE SWALE FLOW TO CB EX. DRAIN LINE (APPROX. LOCATION) HIGH POINT (+/-) PROP. CENTER CROWN STA 0+00 TO 26+00 (+/-) (SEE COUNTRY ROADWAY) PROP. CE N T E R C R O W N STA 0+00 T O 2 6 + 0 0 ( + / - ) (SEE COU N T R Y R O A D W A Y DETAIL) PROT. TREE (TYP.) CHESTERFIELD RD 16 17 18 19 20 21 PROP. S P E C I A L C B I N L E T RIM = A S D I R . B Y ENGINE E R INV. OU T = E X . D R A I N I N V . PROP. STONE PIPE OUTLET 487.3 (+/-) (SEE DETAIL) REGRADE FOR DRAINAGE PROP. GUARDRAIL TL-3 (SINGLE FACED) R&R E X . MAILBO X E S (TYP.) GRADE SHOULDER AS DIR. BY ENGINEER (SEE COUNTRY ROADWAY DETAIL) GRADE SHOULDER AS DIR. BY ENGINEER (SEE COUNTRY ROADWAY DETAIL) PROTECT UTILITY POLES TO REMAIN (TYP.) PROP. T E S T P I T TO LOC A T E E X . DRAIN L I N E PROP. TEST PIT TO DETERMINE CULVERT DRAIN LOCATION PROP. ROADSIDE STONE CHANNEL (SEE DETAIL) GRADE S H O U L D E R A S D I R . B Y ENGIN E E R ( S E E C O U N T R Y ROADW A Y D E T A I L ) INSTALL DENSE GRADED CRUSHED STONE UNDER GUARDRAIL PROP. R O A D S I D E S T O N E CHANN E L , G R A D E T O SPECIA L C B I N L E T (SEE D E T A I L ) OR AS D I R . B Y E N G I N E E R PROP. 4" SWEL - THERMO (TYP.) PROP. 4" DYCL - THERMO (TYP.) INSTALL NEW 10" DI DRIVEWAY CULVERT WITH STONE PIPE OUTLET/INLET (SEE DETAIL) EX. DRA I N L I N E (APPRO X . L O C A T I O N ) PROP. ROADSIDE STONE CHANNEL (SEE DETAIL)PROP. CENTER CROWN STA 0+00 TO 26+00 (+/-) (SEE COUNTRY ROADWAY DETAIL) PROP. TEST PIT TO DETERMINE CULVERT DRAIN LOCATION PROP. SPECIAL CB INLET RIM = 491.7 (+/-) INV. OUT = 488.7' LIMIT OF WORK PROT. TREES (TYP.) ROOT PROT. REQ'D (TYP.) DRIVEWAY APRON WORK & LIMIT TO BE DETERMINED BY ENGINEER IN FIELD, EXCAV., INSTALL PAVEMENT OR GRAVEL AS DIR. BY ENGINEER DRIVEWAY APRON WORK & LIMIT TO BE DETERMINED BY ENGINEER IN FIELD, EXCAV., INSTALL PAVEMENT OR GRAVEL AS DIR. BY ENGINEER MAINTAIN EX. VEGETATIVE SWALE PROT. EX. FENCE (TYP.) PROP. 6" BIT. HMA CONC. CURB TYPE 2 (TYP.) PROP. 10" DI PIPE DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 20' 40'20'0'20' C-2 CHESTERFIELD ROAD STA 10+75 TO STA 20+75 3/27/2019 GJN, DKV DEN DEN CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T CHESTE R F I E L D R D 21 22 23 24 25 26 ↑ ↑ ↑ ↑ ↑ ↑ ↑ ↑ PRO P . S T O N E P I P E O U T L E T 487. 3 ( + / - ) ( S E E D E T A I L ) REG R A D E F O R D R A I N A G E R&R EX. MAILBOXES (TYP.) GRADE SHOULDER AS DIR. BY ENGINEER (SEE COUNTRY ROADWAY DETAIL) PROP. SUPERELEVATION OF ROADWAY (SEE FLOW ARROW FOR DIRECTION) STA 26+10 TO 30+50 (+/-) TRIM OR REMOVE DEAD TREE OR AS DIRECTED BY TREE WARDEN PROP. GUARDRAIL, TL-3 (SINGLE FACED) PROP. DENSE GRADED CRUSHED STONE FOR SHOULDERS PROP. 4" SWEL - THERMO (TYP.) PROP. 4" DYCL - THERMO (TYP.) PROP. MODIFIED ROCKFILL (SEE COUNTRY ROADWAY DETAIL) COMPOST FILTER TUBE - PERIMETER CONTROL (TYP.) PROP. CENTER CROWN STA 0+00 TO 26+00 (+/-) (SEE COUNTRY ROADWAY DETAIL) PROP. SUPERELEVATION STA 26+10 TO 31+80 (+/-) R&S EX. ROCK BOULDERS DELIVER TO CITY GRAVEL BANK (SYLVESTER ROAD) GRADE SHOULDER STA 26+00 TO 30+60 (+/-) OR AS DIR. BY ENGINEER DRI V E W A Y A P R O N W O R K & LIMI T T O B E D E T E R M I N E D B Y ENG I N E E R I N F I E L D , E X C A V . , INST A L L P A V E M E N T O R G R A V E L AS D I R . B Y E N G I N E E R PROT. TREE (TYP.) PRO T . E X . F E N C E ( T Y P . ) PRO P . 6 " B I T . H M A C O N C . CUR B T Y P E 2 ( T Y P . ) PRO P . 1 0 " D I P I P E CHESTER F I E L D R D 27 28 29 30 31 32 ↑ ↑ ↑ ↑↑ ↑ ↑↑ R&R SIGN & POST R&R EX. MAILBOXES (TYP.) REMOVE EX. ROCK BOULDERS, GRADE SHOULDER STA 26+00 TO 30+60 (+/-) OR AS DIR. BY ENGINEER. (TO BE PAID UNDER ITEM 144) PROP. GUARDRAIL, TL-3 (SINGLE FACED) INSTALL DENSE GRADED CRUSHED STONE FOR SHOULDERS PROP. TRANSITION TO CENTER CROWN STA 31+80 TO 33+20 (+/-) (SEE COUNTRY ROADWAY DETAIL)PROP. 4" SWEL - THERMO (TYP.) PROP. 4" DYCL - THERMO (TYP.) R&R SIGN & POST LOW POINT (+/-) COMPOST FILTER TUBE - PERIMETER CONTROL (TYP.) PROP. SUPERELEVATION OF ROADWAY STA 26+10 TO 31+80 (+/-) DRIVEWAY APRON WORK & LIMIT TO BE DETERMINED BY ENGINEER IN FIELD, EXCAV., INSTALL GRAVEL, 2" BINDER, 1-1/2" TOP (TYP.) PROP. COUNTOUR (APPROX.) PROT. TREE (TYP.) DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 20' 40'20'0'20' C-3 CHESTERFIELD ROAD STA 20+75 TO STA 32+75 3/27/2019 GJN, DKV DEN DEN CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T CHESTERFIELD RD 33 34 35 36 37 38 ↑↑ ↑ ↑ PROP. SUBDRAIN GRADE SHOULDER AS DIR. BY ENGINEER (SEE COUNTRY ROADWAY DETAIL) REGRADE CENTER CROWN FROM 32+20 TO 36+80 (+/-) (SEE COUNTRY ROADWAY DETAIL) STA 31+80 TO 33+20 (+/-) (SEE COUNTRY ROADWAY PROP. 4" SWEL - THERMO (TYP.)PROP. 4" DYCL - THERMO (TYP.) START PROP. SUBDRAIN HIGH POINT (+/-) STRAW WATTLE - PERIMETER PROTECTION (TYP.) PROP. SUPERELEVATION OF ROADWAY STA 36+80 TO 43+00 (+/-) AS SHOWN OR DIRECTED BY ENGINEER REGRADE ROADWAY TO ELIMINATE INVERTED CROWN AS DIR. BY ENGINEER STA 36+80 TO 42+50 (+/-) PROP. TEST PIT TO LOCATE CB PROP. SPECIAL CB INLET WITH SUMP (SEE DETAIL) PROP. 12" RCP DRAIN LINE PROP. 12" RCP FLARED END PROP. STONE PIE OUTLET (SEE DETAIL) LOCATION TO BE DET. BY ENGINEER. MAINTAIN EX. VEGETATIVE SWALE PROP. COUNTOURS (APPROX.) PROT. TREE (TYP.) CHESTERFIELD RD K E N N E D Y R D 39 40 41 42 43 44 ↑↑ ↑↑ ↑↑ ↑ ↑ ↑ ↑ ↓↓ PROP. SUBDRAIN RE M O V E R O C K B O U L D E R S GRA D E S H O U L D E R O R A S DIR E C T E D B Y E N G I N E E R PROP. 4" SWEL - THERMO (TYP.) PROP. 4" DYCL - THERMO (TYP.) STRAW WATTLE - PERIMETER PROTECTION (TYP.) PROP. SUPERELEVATION OF ROADWAY STA 36+80 TO 43+00 (+/-) AS SHOWN OR DIR. BY ENGINEER 51 52 53 PRO P . 1 2 - I N C H D I D R A I N PRO P . 1 2 - I N C H D I D R A I N PRO P . 1 2 - I N C H D I D R A I N PRO P . D M H S T A 5 2 + 8 1 PRO P . D M H S T A 5 0 + 5 5 PRO P . C B S T A 5 2 + 7 0 L T TES T P I T F O R P R O P . C B STA 5 3 + 0 0 R T STN D O R S P E C . C B A S DIR. B Y E N G I N E E R STR A W W A T T L E - PERI M E T E R PRO T E C T I O N ( T Y P . ) LIMI T O F A P R O N W O R K AS D I R . B Y E N G I N E E R PRO P . S U P E R E L E V A T I O N OF R O A D W A Y STA 3 6 + 8 0 T O 4 3 + 0 0 ( + / - ) AS S H O W N O R D I R . B Y ENG I N E E R BEG I N S T A 5 0 + 0 0 DRA I N A L I G N - P R O F I L E (SE E S H T C - 5 ) PRO P . SUB D R A I N PRO P . 4 " D Y C L - T H E R M O (TYP . ) PRO P . 4 " S W E L - T H E R M O (TY P . ) PER M P A V E M E N T P A T C H (SEE D E T A I L ) PRO P . C B S T A 5 0 + 0 0 DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 20' 40'20'0'20' C-4 CHESTERFIELD ROAD STA 32+75 TO STA 43+50 3/27/2019 GJN, DKV DEN DEN CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T CHEST E R F I E L D R D S Y L V E S T E R R D CHESTERFIELD R D 42 43 44 45 46 ↑ ↑ ↑ ↑ ↑↑ ↑ ↑ ↑ ↑ LIMIT OF CIR WORK STA. 45+00 (+/-) REMOVE ROCK BOULDERS GRADE SHOULDER OR AS DIRECTED BY ENGINEER 51 52 53 5 4 5 5 D R A I N A L I G N E N D 5 5 + 5 1 END 46+50 PROP. 12-INCH DI DRAIN PROP. 12-INCH DI DRAIN PROP. 12-INCH DI DRAIN PROP. STONE PIPE OUTLET 414.0 (+/-) (SEE DETAIL) REGRADE FOR DRAINAGE REGRADE CHANNEL FOR DRAINAGE (5'W X 30'L) OR AS DIR. BY ENGINEER PROP. DMH STA 53+91 PROP. DMH STA 52+81 PROP. DMH STA 50+55 ↑↑ PROP. CB STA 52+70 LT TEST PIT FOR PROP. CB STA 53+00 RT STND OR SPEC. CB AS DIR. BY ENGINEER STRAW WATTLE -PERIMETER PROTECTION (TYP.) LIMIT OF APRON WORK AS DIR. BY ENGINEER PROP. SUPERELEVATION OF ROADWAY STA 36+80 TO 43+00 (+/-) AS SHOWN OR DIR. BY ENGINEER PROT. TREE (TYP.) BEGIN STA 50+00 DRAIN ALIGN - PROFILE (SEE SHT C-5) PROP. SUBDRAIN PROP. 12-INCH DI DRAIN PROP. 4" DYCL - THERMO (TYP.) PROP. 4" SWEL - THERMO (TYP.) LOAM AND SEED PERM PAVEMENT PATCH (SEE DETAIL) PROP. CB STA 50+00 NAVD 88 BASE ELEV 410.00 420 430 410 420 430 49+95.0050+00.00 50+20.00 50+40.00 50+60.00 50+80.00 51+00.00 51+20.00 51+40.00 51+60.00 51+80.00 52+00.00 52+20.00 52+40.00 52+60.00 52+80.00 53+00.00 53+20.00 53+40.00 53+60.00 53+80.00 54+00.00 54+20.00 54+40.00 54+60.00 54+80.00 55+00.00 55+20.00 55+40.00 55+60.00 PIPE ALIGNMENT DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:1" = 4' 20' 40'20'0'20' C-5 CHESTERFIELD ROAD STA 32+75 TO STA 43+50 3/27/2019 GJN, DKV DEN DEN CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T D I M O C K S T SPRING ST LIMIT OF WORK/RECLAIM PROP. DRIVEWAY APRON TO MATCH NEW PAVEMENT(TYP.) RECLAIM ROADWAY, 24' WIDE (TYP.) FROM STA 0+35 TO STA 9+30 (+/-) R& R MB (TYP.) R& R SIGN (TYP.) EXCAVATE & REPLACE WALKWAYS IN KIND (TYP.) PROTECT TREE (TYP.) R&R ALL F&C'S. REBUILD AS DIRECTED BY ENGINEER(TYP) PROP.THERMO 4" DYCL(TYP.) PROP.THERMO 4" SWEL(TYP.) SPRING ST PROP. MODIFIED ROCK FILL PAVED APRON FOR WATERWAY PROP. LOW POINT 299.37 PROP. SUBRAIN(TYP.) PROP. DRIVEWAY APRON TO MATCH NEW PAVEMENT(TYP.) RECLAIM ROADWAY, 24' WIDE THROUGH STA 0+35 TO 9+30 (+/-) SHOULDERS EXCAVATED,6" DENSE GRADE CRUSHEDSTONE PLACED, GRADEDTO DRAIN, AS DIRECTED BYENGINEER(SEE COUNTRYROAD DETAIL) RECLAIM ROADWAY, 25' WIDE FROM STA 9+30 TO 19+60 (+/-) R& R MB (TYP.) R& R SIGN (TYP.) PROP. 6" BIT. CONC. CURB, TYPE 2,(TYP) R&R ALL F&C'S. REBUILD AS DIRECTED BY ENGINEER(TYP)PROP.THERMO 4" DYCL(TYP.) PROP.THERMO 4" SWEL(TYP.) CONNECT PROP. SUBDRAIN TO EXISTING SUBDRAIN OUTLET AT HEADWALL (TYP.) DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 20' 40'20'0'20' C-6 SPRING STREET STA 0+35 TO STA 11+78 3/27/19 GJN, DKV KMB/FH FH CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T SPRING ST PROP 6" SUBRAIN (TYP) PROP. DRIVEWAY APRON TO MATCH NEW PAVEMENT(TYP.)RECLAIM ROADWAY, 25' WIDE THROUGH STA 19+00 (APPROX.) PROP. HIGH POINT SHOULDERS EXCAVATED,6" DENSE GRADE CRUSHEDSTONE PLACED, GRADEDTO DRAIN, AS DIRECTED BYENGINEER(SEE COUNTRYROAD DETAIL) R&D EX. CURB, PROP. 6" BIT. CONC. CURB, TYPE 2,(TYP) R&R MB (TYP.) R&R ALL F&C'S REBUILD AS DIRECTED BY ENGINEER(TYP) PROP.THERMO 4" DYCL(TYP.) PROP.THERMO 4" SWEL(TYP.) SPRING ST FA I R W A Y V L G LIMIT OF WORK /RECLAIM PROP. MODIFIED ROCK FILL PROP. PAVED APRON FOR WATERWAY PROP. LOW POINT PROP. SUBDRAIN(TYP) R&D EX. CURB, PROP. 6" BIT. CONC. CURB, TYPE 2,(TYP) PROP. DRIVEWAY APRON TO MATCH NEW PAVEMENT(TYP.) SHOULDERS EXCAVATED,6" DENSE GRADE CRUSHEDSTONE PLACED, GRADEDTO DRAIN, AS DIRECTED BYENGINEER(SEE COUNTRYROAD DETAIL) R& R MB (TYP.) R& R SIGN (TYP.) PROTECT TREE (TYP.)R&R ALL F&C'S REBUILD AS DIRECTED BY ENGINEER (TYP) PROP.THERMO 4" DYCL(TYP.) PROP.THERMO 4" SWEL(TYP.)RECLAIM ROADWAY, 26' WIDE FROM STA 19+60 TO STA 46+55 (+/-) CONNECT PROP. SUBDRAIN TO EX. SUBDRAIN OUTLET AT HEADWALL (TYP.) DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 20' 40'20'0'20' C-7 SPRING STREET STA 11+78 TO STA 23+39 3/27/19 GJN, DKV KMB/FH FH CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T SPRING ST CH E S T E R F I E L D R D LIMIT OF WORK /RECLAIM PROP. SUBDRAIN(TYP) R&D EX. CURB, PROP. 6" BIT. CONC. CURB, TYPE 2, (TYP) PROP. DRIVEWAY APRON TO MATCH NEW PAVEMENT(TYP.) RECLAIM ROADWAY, 26' WIDE(TYP.) FROM STA 19+60 TO 46+55 (+/-) PROP. HMA DRIVEWAY APRON & SIDEWALK TO BE RECONSTRUCTED FOR ADA GRADING & TO MATCH NEW PAVEMENT(TYP.) CONC. WCR'S R&R MB (TYP.) R& R SIGN (TYP.) PROTECT TREE (TYP.) PROTECT TREE (TYP.) PROP. SUBDRAIN CONNECTION TO CATCH BASIN(TYP) R&R ALL F&C'S. REBUILD AS DIRECTED BY ENGINEER(TYP) PROP.THERMO 4" DYCL(TYP.) PROP.THERMO 4" SWEL(TYP.) APPROX. HIGH POINT R&R ALL F&G'S (TYP.) R&R STOP SIGN & CHEVRON SIGN AS DIRECTED BY ENGINEER 12' WIDE PAINTED, CROSSWALK (SEE DETAIL) SPRING ST PROP. SUBDRAIN(TYP) R&D EX. CURB, PROP. 6" BIT. CONC. CURB, TYPE 2, (TYP) PROP. DRIVEWAY APRON TO MATCH NEW PAVEMENT(TYP.)RECLAIM ROADWAY 26' WIDE(TYP.) PROP. HMA DRIVEWAY APRON & SIDEWALK TO BE RECONSTRUCTED FOR ADA GRADING & TO MATCH NEW PAVEMENT(TYP.) PROP. LOW POINT R&R MB (TYP.) PROP. SUBDRAIN CONNECTION TO CATCH BASIN(TYP) R&R ALL F&C'S F&G'S. REBUILD AS DIRECTED BY ENGINEER(TYP)PROP.THERMO 4" DYCL(TYP.) PROP.THERMO 4" SWEL(TYP.) DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 20' 40'20'0'20' C-8 SPRING STREET STA 23+39 TO STA 35+04 3/27/19 GJN, DKV KMB/FH FH CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T SPRING ST R&D EX. CURB, PROP. 6" BIT. CONC. CURB, TYPE 2, (TYP) PROP. DRIVEWAY APRON TO MATCH NEW PAVEMENT(TYP.) RECLAIM ROADWAY 26' WIDE(TYP.) PROP. HMA DRIVEWAY APRON & SIDEWALK TO BE RECONSTRUCTED FOR ADA GRADING & TO MATCH NEW PAVEMENT(TYP.) R& R MB (TYP.) PROP. SUBDRAIN CONNECTION TO CATCH BASIN(TYP) PROP 6" SUBDRAIN(TYP) R&R ALL F&C'S F&G'S. REBUILD AS DIRECTED BY ENGINEER(TYP) PROP.THERMO 4" DYCL(TYP.) PROP.THERMO 4" SWEL(TYP.) SPRING ST LIMIT OF WORK/RECLAIM R&D EX. CURB, PROP. 6" BIT. CONC. CURB, TYPE 2, (TYP) PROP. DRIVEWAY APRON TO MATCH NEW PAVEMENT(TYP.) RECLAIM ROADWAY, 26' WIDE(TYP.) PROP. HMA DRIVEWAY APRON & SIDEWALK TO BE RECONSTRUCTED FOR ADA GRADING & TO MATCH NEW PAVEMENT(TYP.) R& R MB (TYP.) PROP. SUBDRAIN CONNECTION TO CATCH BASIN(TYP) PROP 6" SUBDRAIN R&R ALL F&C'S F&G'S. REBUILD AS DIRECTED BY ENGINEER(TYP)PROP.THERMO 4" DYCL(TYP.) PROP.THERMO 4" SWEL(TYP.) DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 20' 40'20'0'20' C-9 SPRING STREET STA 35+04 TO STA 46+45 3/27/19 GJN, DKV KMB/FH FH CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T ME A D O W S T SPRING ST LIMIT OF WORK/RECLAIM R&D EX. CURB, PROP. 6" BIT. CONC. CURB, TYPE 2, (TYP) RECLAIM ROADWAY, 26' WIDE(TYP.) FROM STA 63+95 TO 77+19 (+/-) PROP. HMA DRIVEWAY APRON & SIDEWALK TO BE RECONSTRUCTED FOR ADA GRADING & TO MATCH NEW PAVEMENT(TYP.) PROP. SUBDRAIN CONNECTION TO CATCH BASIN(TYP) PROP 6" SUBDRAIN(TYP) ↑ ↑ ↑ ↑ R&R ALL F&C'S F&G'S. REBUILD AS DIRECTED BY ENGINEER(TYP) PROP.THERMO 4" DYCL(TYP.) PROP.THERMO 4" SWEL(TYP.) SPRING ST R&D EX. CURB, PROP. 6" BIT. CONC. CURB, TYPE 2, (TYP) RECLAIM ROADWAY, 26' WIDE (TYP.) PROP. DRIVEWAY APRON MOUNDED & TO MATCH NEW PAVEMENT(TYP.) PROP. HMA DRIVEWAY APRON & SIDEWALK TO BE RECONSTRUCTED FOR ADA GRADING & TO MATCH NEW PAVEMENT(TYP.) PROP 6" SUBDRAIN(TYP)PROP. SUBDRAIN CONNECTION TO CATCH BASIN(TYP) R&R ALL F&C'S F&G'S. REBUILD AS DIRECTED BY ENGINEER(TYP) PROP.THERMO 4" DYCL(TYP.) PROP.THERMO 4" SWEL(TYP.) DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 20' 40'20'0'20' C-10 SPRING STREET STA 63+95 TO STA 73+47 3/27/19 GJN, DKV KMB/FH FH CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T FLO R E N C E R D PIN E S T SPRING ST BEGIN TRANSTION FROM 24' WIDTH TO MEET DRIVEWAY AND PAVEMENT SEAM R&D EX. CURB, PROP. 6" BIT. CONC. CURB, TYPE 2, (TYP) RECLAIM ROADWAY, 26' WIDE(TYP) LIMIT OF WORK /RECLAIM PROP.CB'S STA75+20 (L,R) PROP. DRIVEWAY APRON MOUNDED & TO MATCH NEW PAVEMENT(TYP.) PROP 6" SUBDRAIN(TYP)PROP. SUBDRAIN CONNECTION TO CATCH BASIN(TYP) R&R ALL F&C'S F&G'S. REBUILD AS DIRECTED BY ENGINEER(TYP) PROP.THERMO 4" DYCL(TYP.) PROP.THERMO 4" SWEL(TYP.) 200' R I V E R F R O N T DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 20' 40'20'0'20' C-11 SPRING STREET STA 73+47 TO STA 77+19 3/27/19 GJN, DKV KMB/FH FH CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T MAIN S T - L E E D S 1 2 3 4 5 BEGI N + 0 0 . 0 0 END + 3 4 . 7 1 CIR LIMIT OF WORK. MATCH ALL GRADES AS DIR. BY ENGINEER (NOTE THIS PAGE) CIR LIMIT OF WORK. MATCH ALL GRADES AS DIR. BY ENGINEER SEE NOTE 2 R&D EX. CURB PROP. BIT CURB TYPE 2 (TYP.) ADJUST F&G TO MATCH FINISH GRADE (TYP.) R&D SIGN R&R POST PROP. R7-1 R&D SIGNS & POSTS PROP. R12-5 "9T, 14T, 21T" PROP. R7-1 PROP. NEW POST R&R SIGNS & POSTS AS DIR. BY ENGINEER R&D SIGNS & POSTS PROP. R7-1 PROP. NEW POSTS R&D SIGNS & POST PROP. R12-5 "9T, 14T, 21T" PROP. W1-2 PROP. NEW POST MAINTAIN AREA OF LOW GRADATION FOR DRAINAGE STA 105+00 (+/-) PROTECT UP & LP TO REMAIN (TYP.) ADJUST WATER GATE BOXES TO FINISH GRADE (TYP.) BIT APRON LIMIT TO BE DETERMINED BY ENGINEER IN FIELD EXCAV., INSTALL GRAVEL BASE, 2" BINDER, 1-1/2" TOP (TYP) R&R EX. MB (TYP.) PROT. EX. STONE WALL TO REMAIN PROT. EX. STONE WALL TO REMAINPROT. METAL RAILING PROT. METAL RAILING R&D SIGNS & POSTS PROP. R7-1 PROP. NEW POST STRAW WATTLE -PERIMETER PROTECTION (TYP.) ↓ ↓ ↓ ↓ ↑ ↑ PROT. TREE (TYP.) EX. CITY BRIDGE APRON (TYP.) SEE NOTE 4 APRON (TYP.) SEE NOTE 2 APRON (TYP.) SEE NOTE THIS PAGE DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:N/A 20' 40'20'0'20' C-12 MAIN STREET (LEEDS) STA 0+00 TO STA 5+35 3/27/2019 GJN, DKV DEN DEN CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T DRIVEWAY APRON WORK & LIMIT TO BE DETERMINED BY ENGINEER IN FIELD. EXCAVATE, INSTALL GRAVEL, 2" BINDER & 2" TOP (TYP.) PROP. TREE PROTECTION, AS REQUIRED (TYP.) F L O R E N C E R D CROSS ST ~MILL RIVER~ PROP. 6' WIDE CROSSWALK PROP. "T" INTERSECTION WHEELCHAIR RAMP PROP. "T" INTERSECTION WHEELCHAIR RAMP R&R EX. MAILBOX, AS NEEDED PROT. EX. SHRUBS (TYP.) PREVIOUSLY ABANDONED SMH R&D SMH, IF FOUND AS DIR. BY ENGINEERR&D EX. STREET SIGN PROP. D3-1 "CROSS ST" R&R STONE EDGING, PER ITEM 583 GRADE 8' WIDTH IN DIRECTION OF CROSSWALK TO 3% CROSS-SLOPE PROP. CB STA 4+61 RT 10' PROP. CB STA 4+61 LT 8' PROP. CB STA. 6+00 RT12' SUBDRAIN (TYP.) PROP. SUBDRAIN (TYP.) PROP. SURFACE FLOW PATH (TYP.) PROP. SURFACE FLOW PATH (TYP.) PROP. 12-INCH DI DRAIN CROSS ST RECLAIM TO EXISTING PAVEMENT WIDTH OR AS DIRECTED BY ENGINEER; PROP. TYP. ROADWAY PROFILE WITH CENTER CROWN STA. 0+00 TO STA. 1+75±; PROP. SUPERELEVATE ROADWAY STA. 1+75± TO STA. 6+35 (SEE FLOW ARROW FOR DIRECTION) AS SHOWN OR DIRECTED BY ENGINEER; LEFT SIDE OF ROADWAY PROP. TYP. DENSE GRADED CRUSHED STONE FOR SHOULDERS 2' WIDTH, RIGHT SIDE OF ROADWAY PROP TYP. LOAM AND SEED TO PAVEMENT EDGE PROP. SUBDRAIN CLEANOUT PROP. STRAW WATTLES ↑↑ ↑ ↑ ↑ ↑ ↑↑ ↑↑ ↑ ↑ ↑ ↑ PROP. DMH STA 4+66 LT 1' R&R WV CAP TO FIN. PAVEMENT (TYP.) BL I S S S T R&D PAVED SMH PROP. SMH F&C ADJUST TO FIN. PAVEMENT PROT. EX. FENCE PROT. EX. SHRUBS (TYP.) R&R SMH F&C TO FIN. PAVEMENT (TYP.) PROP. CB STA. 5+94 LT 10' PROP. DMH STA. 6+68 LT 30' PROP. CB STA. 6+00 RT12' R&R GUARDRAIL AND POSTS, AS NEEDED SUBDRAIN (TYP.) PROP. SURFACE FLOW PATH (TYP.) EX. DMH SURVEY CONTROL PT EL. = 219.78 CROSS ST PROP. 12-INCH DI DRAIN PERMANENT PATCH TRENCH PROP. 12-INCH DI DRAIN PROP. DMH STA. 6+14 LT 3' R&R GRANITE CURB, AS NEEDED PROP. STRAW WATTLES (TYP.) ↑ ↑ ↑ ↑ RECLAIM TO EXISTING PAVEMENT WIDTH OR AS DIRECTED BY ENGINEER PROP. SUPERELEVATE ROADWAY STA. 1+75± TO STA. 6+35 (SEE FLOW ARROW FOR DIRECTION) AS SHOWN OR DIRECTED BY ENGINEER; LEFT SIDE OF ROADWAY PROP. TYP. DENSE GRADED CRUSHED STONE FOR SHOULDERS 2' WIDTH, RIGHT SIDE OF ROADWAY PROP TYP. LOAM AND SEED TO PAVEMENT EDGE ↑ ↑ ↑ ↑ ↑↑ ↑ ↑ NAVD 88 BASE ELEV 210.00 211 212 213 214 215 216 217 218 219 220 210 220 4+00.00 4+20.00 4+40.00 4+60.00 4+80.00 5+00.00 5+20.00 5+40.00 5+60.00 5+80.00 6+00.00 6+20.00 6+40.00 6+60.00 6+80.00 7+00.00 DRAWN: DATE: DESIGN: CHECKED: CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NORTHAMPTON, MA. 01060 125 LOCUST STREET FAX (413) 587-1576 (413) 587-1570 SCALE: 1" = DRAWING NO. SHEET TITLE REVISIONS DATE DESCRIPTION PR O J E C T NO. VERT. SCALE:1" = 1' 20' 40'20'0'20' C-13 CROSS STREET STA 0+00 TO STA 6+35 3/27/2019 GJN, DKV KMB KMB CO N T R A C T S 2 0 1 9 CH E S T E R F I E L D R O A D , S P R I N G ST R E E T , M A I N S T R E E T ( L E E D S ) & CR O S S S T R E E T P A V I N G S T O P S P E E D L I M I T 3 0 N O P A R K I N G A N Y T I M E W E I G H T L I M I T 8 T 1 4 T 2 1 T C h e s t e r f i e l d R d D R A W N : D A T E : D E S I G N : C H E C K E D : C I T Y O F N O R T H A M P T O N D E P A R T M E N T O F P U B L I C W O R K S E N G I N E E R I N G D I V I S I O N N O R T H A M P T O N , M A . 0 1 0 6 0 1 2 5 L O C U S T S T R E E T F A X ( 4 1 3 ) 5 8 7 - 1 5 7 6 ( 4 1 3 ) 5 8 7 - 1 5 7 0 S C A L E : 1 " = D R A W I N G N O . S H E E T T I T L E R E V I S I O N S D A T E D E S C R I P T I O N PROJECTN O . V E R T . S C A L E : N T S N T S D - 1 D E T A I L S 3 / 2 7 / 2 0 1 9 G J N / D K V D E N M H C / G J N CONTRACTS 2019 CHESTERFIELD ROAD, SPRING STREET, MAIN STREET (LEEDS) & CROSS STREET 6"MIN.6" SLOT PERFORATED UNSUITABLE MATERIAL TO BE REMOVED& REPLACED WITH GRANULAR MATERIAL 3/4" CRUSHED STONE UNDISTURBEDGRANULARMATERIAL CORRUGATED PLASTIC PIPE 18" (TYP.)PATCH ROADWAYAS DIRECTED BYENGINEERTIE INTO CATCH BASIN ORDISCHARGE TO GROUND 36" TYPICAL D R A W N : D A T E : D E S I G N : C H E C K E D : C I T Y O F N O R T H A M P T O N D E P A R T M E N T O F P U B L I C W O R K S E N G I N E E R I N G D I V I S I O N N O R T H A M P T O N , M A . 0 1 0 6 0 1 2 5 L O C U S T S T R E E T F A X ( 4 1 3 ) 5 8 7 - 1 5 7 6 ( 4 1 3 ) 5 8 7 - 1 5 7 0 S C A L E : 1 " = D R A W I N G N O . S H E E T T I T L E R E V I S I O N S D A T E D E S C R I P T I O N PROJECTN O . V E R T . S C A L E : N T S N T S D - 2 D E T A I L S 3 / 2 7 / 2 0 1 9 G J N / D K V D E N M H C / G J N CONTRACTS 2019 CHESTERFIELD ROAD, SPRING STREET, MAIN STREET (LEEDS) & CROSS STREET F L O W 2 " X 2 " X 3 6 " W O O D E N S T A K E S P L A C E D 5 ' O . C . E X C E S S T U B E M A T E R I A L T O B E D R A W N I N A N D T I E D O F F T O S T A K E A T B O T H E N D S C O M P O S T F I L T E R T U B E C H E C K D A M ( 1 2 " T O 1 8 " D I A M E T E R ) S P E C I F I C A T I O N S . 2 . C H E C K D A M S H O U L D B E U S E D I N A R E A S T H A T D R A I N L E S S T H A N 2 0 , 0 0 0 S F . 3 . S E D I M E N T S H O U L D B E R E M O V E D F R O M B E H I N D C H E C K D A M O N C E T H E A C C U M U L A T E D H E I G H T H A S R E A C H E D 1 2 T H E H E I G H T O F T H E C H E C K D A M . 2" X 2" X 3 6 " W O O D E N S T A K E S P L A C E D 1 0 ' O . C . S E C T I O N P L A N COMPO S T F I L T E R T U B E OPTIONALBLOWN/PLACEDCOMPOSTARE A T O B E P R O T E C T E D WORK AREAW O R K A R E A A R E A T O B E P R O T E C T E D 2 " X 2 " X 3 6 " W O O D E N S T A K E S P L A C E D 1 0 ' O . C . C O M P O S T F I L T E R T U B E F L O W D R A W N : D A T E : D E S I G N : C H E C K E D : C I T Y O F N O R T H A M P T O N D E P A R T M E N T O F P U B L I C W O R K S E N G I N E E R I N G D I V I S I O N N O R T H A M P T O N , M A . 0 1 0 6 0 1 2 5 L O C U S T S T R E E T F A X ( 4 1 3 ) 5 8 7 - 1 5 7 6 ( 4 1 3 ) 5 8 7 - 1 5 7 0 S C A L E : 1 " = D R A W I N G N O . S H E E T T I T L E R E V I S I O N S D A T E D E S C R I P T I O N PROJECTN O . V E R T . S C A L E : N T S N T S D - 3 D E T A I L S 3 / 2 7 / 2 0 1 9 G J N / D K V D E N M H C / G J N CONTRACTS 2019 CHESTERFIELD ROAD, SPRING STREET, MAIN STREET (LEEDS) & CROSS STREET NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx APPENDIX B STORMWATER REPORT NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx STORMWATER REPORT This project has been designed to minimize impacts to stormwater runoff and to improve water quality post- development. As a redevelopment project, it is only required to meet Standards 2, 3, and pretreatment and structural best management practices for Standard 4, 5 and 6 to the maximum extent possible. Standard 1: (Does not apply.) Standard 2: Post-development peak discharge rates do not exceed pre-development peak discharge rates. No change to impervious area is proposed. Discharge rates are expected to remain the same. Standard 3: Loss of annual recharge to groundwater shall be eliminated or minimized through the use of infiltration measures. No additional loss of groundwater recharge is anticipated from this project. Standard 4: Stormwater management systems shall be designed to remove 80% of the average post-construction load of Total Suspended Solids (TSS). Proposed construction is not expected to increase TSS load. The addition of deep sump catch basins along Spring Street and Cross Street will provide improved stormwater treatment over existing conditions. Standard 5: Land uses with higher pollution potential loads shall reduce discharge from such land uses to the maximum extent possible. No new land uses with higher pollution potential are proposed. Standard 6: Stormwater discharges near or to any critical area require the use of the specific source control and pollution prevention measures as provided in the Massachusetts Stormwater Handbook. The Mill River is a Coldwater Fishery. Hooded, deep sump catch basins are considered acceptable pre-treatment practices for this resource. Standard 7: (Does not apply) Standard 8: (Does not apply) Standard 9: (Does not apply) Standard 10: (Does not apply) NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx APPENDIX C PHOTOS OF PROJECT AREA NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx CROSS STEET PHOTOS View of road ponding on Cross Street (facing west). View of Cross Street facing west. NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx SPRING STREET PHOTOS View of Spring Street from #17 Spring St. (facing Northwest) View of ponding along Spring Street from #17 Spring Street. (facing Northwest) NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx APPENDIX D MESA REVIEW INFORMATION MESA Project Review Checklist Massachusetts Endangered Species Act M.G.L. c.131A and Regulations (321 CMR 10.00) Contact Information 1)Project Location: Street Address/Location City/Town Zip Code Assessors Map/Plat Number Parcel /Lot Number 2)Applicant: First Name Last Name Company Mailing Address City/Town State Zip Code Phone Number Fax Number Email address 3)Property owner (if different from applicant): First Name Last Name Company Mailing Address City/Town State Zip Code Phone Number Fax Number Email address 4)Representative (if any): Company Contact Person First Name Contact Person Last Name Mailing Address City/Town State Zip Code Phone Number Fax Number Email address Additional Information 1.Will this project require a filing with the Conservation Commission and/or DEP?⁪No Yes 2. Has this project previously been issued a NHESP Tracking Number (either by previous NOI Submittal or MESA Information Request Form)? ⁪No ⁪Yes, if Yes -Tracking No.______________ Project Description (attach separate sheet, as needed) Please note, certain projects or activities are exempt from review, see 321 CMR 10.14. The MESA does not allow project segmentation. Your filing must reflect all anticipated work associated with the proposed project (CMR 321 10.16). _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Include the Following Information: ALL Applicants must submit: •⁪USGS map (1:24,000 or 1:25,000) with property boundary clearly outlined •⁪Project plans for entire site (including wetland Resource Areas, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work) •⁪Assessor’s map or right-of-way plan of site •⁪⁪Statement/proof that applicant is the Record Owner or that applicant is a person authorized in writing by the record owner to submit this filing •⁪Photographs representative of the site Projects altering 10 or more acres, must also submit: •⁪A vegetation cover type map of the site •⁪Project plans showing Priority Habitat boundaries The NHESP may request additional information, such as, but not limited to, species and habitat surveys, wetland reports, soil map and reports, and stormwater management reports (321 CMR 10.16). The NHESP will notify the applicant within 30 days if the materials submitted do not satisfy requirements for a filing and request submission of any missing materials (321 CMR 10.18(1)). Filing Fee, Payable to Comm. of MA - NHESP (see website for fee information) a. Total MESA Fee Paid__________ b. Acreage of Disturbance__________ c. Total Site Acreage_______ Required Signatures I hereby certify under the penalties of perjury that the foregoing MESA filing and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. Signature of Property Owner/Record Owner of Property Date Signature of Applicant (if different from Owner) Date NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx APPENDIX E LIST OF ABUTTERS NOTICE OF INTENT DRAINAGE IMPROVEMENTS ON CROSS STREET AND SPRING STREET NORTHAMPTON, MASSACHUSETTS M:\Cross Street\Paving2019\Permitting\WPA\NOI Report.docx LIST OF ABUTTERS (Cross Street) 21 Bliss Street (23C-041-001) Ian & Melissa Premo 21 Bliss Street Florence, MA 01062 14 Cross Street (22D-082-001) Paul Scagel 14 Cross Street Florence, MA 01062 24 Cross Street (22D-079-001) Joseph Renkowic 24 Cross Street Florence, MA 01062 0 Florence Road (Mass Electric) (22D-091-001) Massachusetts Electric Company c/o Property Tax Department 40 Sylvan Rd Waltham, MA 02451 LIST OF ABUTTERS (SPRING STREET) 40 Spring Street (22B-057-001) Douglas & Amy Andrew 40 Spring Street Florence, MA 01062 35 Spring Street Elie & Mary Lizee 35 Spring Street Florence, MA 01062 17 Spring Street Elks #997 c/o Mike O’Brien 17 Spring Street Florence, MA 01062 24 Spring Street Robert Properties LLC c/o North American Capital Corp 510 Broad Hollow Rd #205 Melville, NY 11747