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2025 Stormwater Pollution Prevention Plan - - 430 OSGOOD STREET
Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Stormwater Pollution Prevention Plan For: A, .� r1 0 (� h y / �r W" y� ry North Andover High School Athletic Campus Improvements Project North Andover,MA O perator(s),0Heimlich Landscaping and Construction Corp. BurlingtonTodd Heimlich 65 Woburn,MA 02801 Tel: 781-938-8988 heimlichlandscaping@gmail.com SWPPP Contact(s),0 Plainville, MA 02762 Tel: 508-723-2403 HA@NesraEng.com SWPPP Preparation Date: June 2025 Estimated Project Dates: Project Start Date: July 2025 Project Completion Date: December 2025 1 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Contents SECTION 1: SITE EVALUATION, ASSESSMENT, AND PLANNING 1 1.1 Project/Site Information 1 1.2 Contact Information/Responsible Parties 2 1.3 Nature and Sequence of Construction Activity 3 1.4 Soils, Slopes, Vegetation, and Current Drainage Patterns 5 1.5 Construction Site Estimates 6 1.6 Receiving Waters 7 1.7 Site Features and Sensitive Areas to be Protected 8 1.8 Potential Sources of Pollution 8 1.9 Endangered Species Certification 10 1.10 Historic Preservation 10 1.11 Applicable Federal, Tribal, State or Local Programs 11 1.12 Maps 11 SECTION 2: EROSION AND SEDIMENT CONTROL BMPS 13 2.1 Minimize Disturbed Area and Protect Natural Features and Soil 14 2.2 Phase Construction Activity 16 2.3 Control Stormwater Flowing onto and through the Project 17 2.4 Stabilize Soils 18 2.5 Protect Slopes 18 2.6 Protect Storm Drain Inlets 19 2.7 Establish Perimeter Controls and Sediment Barriers 20 2.8 Retain Sediment On-Site 20 2.9 Establish Stabilized Construction Exits 21 2.10 Additional BMPs 22 SECTION 3: GOOD HOUSEKEEPING BMPS 24 3.1 Material Handling and Waste Management 24 3.2 Establish Proper Building Material Staging Areas 26 3.3 Designate Washout Areas 26 3.4 Establish Proper Equipment/Vehicle Fueling and Maintenance Practices 27 3.5 Control Equipment/Vehicle Washing 27 3.6 Spill Prevention and Control Plan 28 3.7 Any Additional BMPs 28 3.8 Allowable Non-Stormwater Discharge Management 29 SECTION 4: SELECTING POST-CONSTRUCTION BMPs 30 SECTION 5: INSPECTIONS 31 5.1 Inspections 31 5.2 Delegation of Authority 33 5.3 Corrective Action Log 33 SECTION 6: RECORDKEEPING AND TRAINING 34 6.1 Recordkeeping 34 6.2 Log of Changes to the SWPPP 34 6.3 Training 35 SECTION 7: FINAL STABILIZATION 36 2 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA SECTION 8: CERTIFICATION AND NOTIFICATION 37 SWPPP APPENDICES 39 AppendixA—General Location Map Appendix B—Site Maps Appendix C—Construction General Permit Appendix D—NOI and Acknowledgement Letter from EPA/State Appendix E— Inspection Reports Template Appendix F—Corrective Action Log (or in Part 5.3) Template Appendix G—SWPPP Amendment Log (or in Part 6.2) Appendix H—Subcontractor Certifications/Agreements Appendix I —Grading and Stabilization Activities Log (or in Part 6.1) Appendix J —Training Log Appendix K— Delegation of Authority Appendix L—Additional Information (i.e., Endangered Species and Historic Preservation Documentation, Soil Report) 3 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA SECTION 1 : SITE EVALUATION, ASSESSMENT, AND PLANNING 1.1 Project/Site Information Instructions: In this section,you can gather some basic site information that will be helpful to you later when you file for permit coverage. For more information, see Developing Your Stormwater Pollution Prevention Plan:A SWPPP Guide for Construction Sites(also known as the SWPPP Guide), Chapter 2 Detailed information on determining your site's latitude and longitude can be found at www.epa.gov/npdes/stormwater/latlong Project/Site Name: North Andover High School Athletic Campus Improvements Project Street/Location: City: North Andover State: MA ZIP Code: 01845 County or Similar Subdivision: Essex Latitude/Longitude (Use one of three possible formats, and specify method) Latitude: Longitude: 1. '__"N (degrees, minutes, seconds) I. '-- -- __" W(degrees, minutes, seconds) 2. 0N (degrees, minutes, decimal) 2. ' W (degrees, minutes, decimal) 3. 3. 71.11654'W (decimal) Method for determining latitude/longitude: ❑ USGS topographic map (specify scale: ) ❑ EPA Web site ❑ GPS 0 Other(please specify): Is the project located in Indian country? ❑ Yes ❑x No If yes, name of Reservation, or if not part of a Reservation, indicate "not applicable." Is this project considered a federal facility? ❑ Yes ❑x No NPDES project or permit tracking number*: MAR1005TQ (Activez T *(This is the unique identifying number assigned to your project by your permitting authority after you have applied for coverage under the appropriate National Pollutant Discharge Elimination System (NPDES) construction general permit.) 1 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 1.2 Contact Information/Responsible Parties Instructions: List the operator(s), project managers, stormwater contact(s), and person or organization that prepared the SWPPP. Indicate respective responsibilities, where appropriate. Also, list subcontractors expected to work on-site. Notify subcontractors of stormwater requirements applicable to their work. See SWPPP Guide, Chapter 2.13. Operator(s): Heimlich Landscaping and Construction Corp. Todd Heimlich 65 Burlington Street Woburn, MA 02801 Tel: 781-938-8988 heimlichlandscapingggmail.com SWPPP Contact(s): Nesra Engineering, LLC Hip Aguilera, ACS, CSI, CSL, HIC, RISC I I I Washington St. Plainville, MA 02762 Tel: 508-723-2403 HAkNesraEng.com This SWPPP was Prepared by: Nesra Engineering, LLC Hip Aguilera, ACS, CSI, CSL, HIC, RISC I I I Washington St. Plainville, MA 02762 Tel: 508-723-2403 HAkNesraEng.com Subcontractor(s): T.B.P. Emergency 24-Hour Contact: Company Name: Heimlich Landscaping and Construction Corp. Contact: Todd Heimlich Tel: 781-938-8988 Email: heimlichlandscapingggmail.com 2 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 1.3 Nature and Sequence of Construction Activity Instructions: Briefly describe the nature of the construction activity and approximate time frames(one or more paragraphs, depending on the nature and complexity of the project). For more information, see SWPPP Guide, Chapter 3.A. Describe the general scope of the work for the project, major phases of construction, etc: Scope of work.includes: • Construction fencing and temporary and permanent erosion/sediment control measures. See G002 Erosion Control Notes, Drawings, and Order of Conditions (OOC). • Inlet protection at all catch basins. • Site preparation and earthwork. • Excess soil to be properly stockpiled, erosion control measures applied to stabilize, and or removed from site as needed. • Remove and properly dispose all structures, asphalt, fencing, and other items directly called out in the Drawings and Contract Documents. See CO11, C012, and C013 specifically. • Perform utility work, including drainage, electrical (as needed), etc. as specified in the Drawings and Contract Documents. • Installation of slot drainage system collector pipes, etc. around the field. • Installation of pavement surfacing, including bituminous concrete paving for walkways, courts, and selected alternates (where applicable), etc. • Install all athletic structures and appurtenances. • Place topsoil, fertilizing, and seeding, etc. as indicated in the Drawings and Contract Documents. • Inspect and maintain grading, erosion control and sediment control practices as outlined in the Order of Conditions (OOC) and Drawings (See Appendix L). • Maintenance of all erosion and sediment control components and installation of additional erosion and sediment control components shall be an ongoing practice and in strict accordance with the contract specifications and OOC. I IWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIF/AIUId/dlffPlPlU///4/U/NAIUIU/U//l!//U/UlffulU(U//l4/U/NIIWAIFIIIUINIV Operations & Maintenance Requirements • Inspection Frequency: o Inspect erosion controls weekly and within 24 hours after storms > 0.5 inches. o Continue erosion monitoring, especially during heavy rains (> 1 inch). • Plan Adjustments: o Modify sediment/erosion control plans as directed by the engineer, town representative, and/or Conservation. • Housekeeping: o Keep site clean prevent debris, litter, and building materials from entering wetlands or waterways. 3 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA • Documentation: o Maintain current copies of plans and erosion control documents on-site throughout construction. Major phases of construction include.- • Start of Construction.- July 2025 • Completion Date.- December 2025 0 Prl*or To Construcflon. • Mobilization: Site access and construction entrance will be installed, stabilized, and maintained to prevent tracking or flowing of sediment. • Sediment/Erosion Control.- Contractor to follow the Sediment Erosion Control Plan on G002� CO I I I CO 12, and CO 13 prior to work commencing. • Additionally, erosion control measures will be placed and staked. Silt socks will be installed along the entire perimeter of the tennis courts and partially along the wetlands adjacent to the shot put areas for additional erosion control. Silt socks are to be inspected at a minimum of once per week and following each storm event. Remove and replace silt socks as needed if damage occurs during the construction process. • Where applicable, tree protection fencing will be installed around trees slotted to remain on the property. Protective fencing will also be installed before the construction process begins. Other temporary and permanent erosion and sediment control measures are to be installed as earthwork proceeds and as determined necessary by the Engineer. Demolition.- • Work includes selective demolition, including but not limited to the removal of existing asphalt, fencing, shot put areas, concrete pavement, tennis courts, and other amenities specified in the Drawings. • Strip, remove, and stockpile grass and topsoil as indicated on the Demolition sheets. For topsoil stockpiled on site, associated erosion control measures, like mulch, are to be installed. Excess soil material from site will be removed and disposed as indicated on the Drawings. • Unless otherwise specified as items to be reused, salvaged, reinstalled, or retained as the Owner's property, all demolished materials shall become the property of the Contractor and shall be promptly removed from the site. The Contractor is responsible for their further disposition, ensuring full compliance with all applicable disposal regulations. What is the function of the construction activity? ❑ Residential ❑ Commercial ❑ Industrial ❑ Road Construction ❑ Linear Utility ❑x Other(please specify): Track Events, Baseball Field, and Tennis Court Improvements Estimated Project Start Date: July 2025 Estimated Project Completion Date: December 2025 4 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 1.4 Soils, Slopes, Vegetation, and Current Drainage Patterns Instructions: Describe the existing soil conditions at the construction site including soil types, slopes and slope lengths, drainage patterns, and other topographic features that might affect erosion and sediment control. Also, note any historic site contamination evident from existing site features and known past usage of the site. This information should also be included on your site maps(See SWPPP Guide, Chapter 3.C.). For more information, see SWPPP Guide, Chapter 3.A. Soil type(s): According to USDA Natural Resources Conservation Services Web Soil Survey and National Cooperative Soil Survey the site consists of approximately of: 6A Scarboro mucky fine sandy loam, 0 to 3 percent slopes Map Unit Setting • National map unit symbol:2svky • Elevation:0 to 1,320 feet • Mean annual precipitation:36 to 71 inches • Mean annual air temperature:39 to 55 degrees F • Frost-free period: 140 to 250 days • Farmland classification: Not prime farmland Map Unit Composition • Scarboro and similar soils:80 percent • Minor components:20 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Scarboro Setting • Landform:Drainageways, outwash deltas, outwash terraces, depressions • Landform position (two-dimensional):Toeslope • Landform position (three-dimensional):B as slope, tread, dip • Down-slope shape:Concave • Across-slope shape:Concave • Parent material.-Sandy glaciofluvial deposits derived from schist and/or sandy glaciofluvial deposits derived from gneiss and/or sandy glaciofluvial deposits derived from granite Typical profile • Oe - 0 to 3 inches: mucky peat • A -3 to 11 inches: mucky fine sandy loam • Cg1 - 11 to 21 inches:sand • Cg2-21 to 65 inches:gravelly coarse sand Properties and qualities • Slope:0 to 3 percent • Depth to restrictive feature:More than 80 inches • Drainage c/ass:Very poorly drained • Runoff class: Negligible • Capacity of the most limiting layer to transmit water(Ksat):Moderately high to high (1.42 to 14.17 i n/h r) • Depth to water tab/e:About 0 to 2 inches 5 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA • Frequency of flooding:None • Frequency of ponding:Frequent • Maximum salinity:Nonsaline (0.0 to 1.9 mmhos/cm) • Available water supply, 0 to 60 inches: Low (about 4.7 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated):5w • Hydrologic Soil Group:A/D • Ecological site: F 144AY031 MA-Very Wet Outwash • Hydric soil rating:Yes Minor Components Swansea • Percent of map unit:10 percent • Landform:Bogs, swamps • Landform position (three-dimensional):D i p • Down-slope shape:Concave • Across-slope shape:Concave • Hydric soil rating:Yes Wareham • Percent of map unit:5 percent • Landform:Depressions • Down-slope shape:Concave • Across-slope shape:Concave • Hydric soil rating:Yes Walpole • Percent of map unit:5 percent • Landform:Deltas, depressions, outwash terraces, depressions, outwash plains • Landform position (two-dimensional):Toeslope • Landform position (three-dimensional):Tread, talf, dip • Down-slope shape:Concave • Across-slope shape:Concave • Hydric soil rating:Yes 30A Raynham silt loam, 0 to 3 percent slopes Map Unit Setting • National map unit symbol:vjg9 • Elevation:50 to 500 feet • Mean annual precipitation:45 to 54 inches • Mean annual air temperature:43 to 54 degrees F • Frost-free period: 145 to 240 days • Farmland classification: Not prime farmland Map Unit Composition • Raynham and similar soils:75 percent • Minor components:25 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Raynham Setting • Landform:Depressions • Landform position (two-dimensional):Toeslope 6 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA • Landform position (three-dimensional):D i p • Down-slope shape:Concave • Across-slope shape:Concave • Parent material:Soft coarse-silty lacustrine deposits Typical profile • H1 - 0 to 10 inches:silt loam • H2- 10 to 27 inches:very fine sandy loam • H3-27 to 60 inches:very fine sandy loam Properties and qualities • Slope:0 to 1 percent • Depth to restrictive feature:More than 80 inches • Drainage class:Poorly drained • Capacity of the most limiting layer to transmit water(Ksat):Moderately low to moderately high (0.06 to 0.20 i n/h r) • Depth to water table:About 6 to 30 inches • Frequency of flooding:None Frequency of ponding:None • Calcium carbonate, maximum content:5 percent • Available water supply, 0 to 60 inches: High (about 11.7 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated): 3w • Hydrologic Soil Group:C/D • Ecological site: F 144AY019 N H -Wet La ke P I a i n • Hydric soil rating:Yes Minor Components Belgrade • Percent of map unit:10 percent • Hydric soil rating: No Birdsall • Percent of map unit:5 percent • Landform:Depressions • Hydric soil rating:Yes Walpole variant • Percent of map unit:5 percent • Landform:Terraces • Hydric soil rating:Yes Amostown • Percent of map unit:5 percent • Hydric soil rating: No 32A Wareham loamy sand, 0 to 3 percent slopes Map Unit Setting • National map unit symbol:vjxp • Elevation: 100 to 1,000 feet • Mean annual precipitation:45 to 54 inches • Mean annual air temperature:43 to 54 degrees F • Frost-free period: 145 to 240 days • Farmland classification: Not prime farmland 7 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Map Unit Composition • Wareham and similar soils:85 percent • Minor components:15 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wareham Setting • Landform:Terraces • Landform position (two-dimensionsl):Toeslope • Landform position (three-dimensional):T read • Down-slope shape:Concave • Across-slope shape:Concave • Parent material:Loose sandy glaciofluvial deposits Typical profile • H1 - 0 to 10 inches: loamy sand • H2- 10 to 17 inches: loamy sand • H3- 17 to 32 inches:sand • H4-32 to 60 inches:stratified sand to fine sand Properties and qualities • Slope:0 to 3 percent • Depth to restrictive feature:More than 80 inches • Drainage class:Poorly drained • Capacity of the most limiting layer to transmit water(Ksat):High to very high (6.00 to 20.00 i n/h r) • Depth to water table:About 4 to 18 inches • Frequency of flooding:None • Frequency of ponding:None • Available water supply, 0 to 60 inches: Low (about 4.4 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated):4w • Hydrologic Soil Group:A/D • Ecological site: F 144AY028 MA- Wet O utwash • Hydric soil rating:Yes Minor Components Scarboro • Percent of map unit:15 percent • Landform:Terraces • Hydric soil rating:Yes 256A Deerfield loamy fine sand, 0 to 3 percent slopes Map Unit Setting • National map unit symbol:2xfg8 • Elevation:0 to 1,100 feet • Mean annual precipitation: 36 to 71 inches • Mean annual air temperature:39 to 55 degrees F • Frost-free period: 145 to 240 days • Farmland classification: Farmland of statewide importance Map Unit Composition • Deerfield and similar soils:85 percent 8 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA • Minor components:15 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Deerfield Setting • Landform:Outwash terraces, outwash deltas, outwash plains, kame terraces • Landform position (three-dimensional):T read • Down-slope shape:Concave, convex, linear • Across-slope shape:Convex, linear, concave • Parent material:Sandy outwash derived from granite, gneiss, and/or quartzite Typical profile • Ap- 0 to 9 inches:loamy fine sand • Bw-9 to 25 inches: loamy fine sand • BC-25 to 33 inches:fine sand • Cg-33 to 60 inches:sand Properties and qualities • Slope:0 to 3 percent • Depth to restrictive feature:More than 80 inches • Drainage c/ass:Moderately well drained • Runoff class: Negligible • Capacity of the most limiting layer to transmit water(Ksat):Moderately high to very high (1.42 to 99.90 i n/h r) • Depth to water tab/e:About 15 to 37 inches • Frequency of flooding:N o n e • Frequency of ponding:None • Maximum sa/inity:Nonsaline (0.0 to 1.9 mmhos/cm) • Sodium adsorption ratio, maximum:11.0 • Available water supply, 0 to 60 inches: Moderate (about 6.5 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated):2w • Hydrologic Soil Group:A • Ecological site: F144AY027MA- Moist Sandy Outwash • Hydric soil rating: No Minor Components Windsor • Percent of map unit:7 percent • Landform:Outwash terraces, kame terraces, outwash deltas, outwash plains • Landform position (three-dimensional):Tread • Down-slope shape:Concave, convex, linear • Across-slope shape:Convex, linear, concave • Hydric soil rating: No Wareham • Percent of map unit:5 percent • Landform:Drainageways, depressions • Down-slope shape:Concave • Across-slope shape:Concave • Hydric soil rating:Yes Sudbury • Percent of map unit:2 percent 9 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA • Landform:Outwash plains, kame terraces, outwash deltas, outwash terraces • Landform position (three-dimensional):T read • Down-slope shape:Concave, convex, linear • Across-slope shape:Convex, linear, concave • Hydric soil rating: No Ninigret • Percent of map unit:1 percent • Landform:Kame terraces, outwash plains, outwash terraces • Landform position (three-dimensional):T read • Down-slope shape:Convex, linear • Across-slope shape:Convex, concave • Hydric soil rating: No 305B Paxton fine sandy loam, 3 to 8 percent slopes Map Unit Setting • National map unit symbol:2t2q p • Elevation:0 to 1,570 feet • Mean annual precipitation: 36 to 71 inches • Mean annual air temperature:39 to 55 degrees F • Frost-free period: 140 to 240 days • Farmland classification:All areas are prime farmland Map Unit Composition • Paxton and similar soils:80 percent • Minor components:20 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Paxton Setting • Landform:Ground moraines, drumlins, hills • Landform position (two-dimensions/):Summit, shoulder, backslope • Landform position (three-dimensional):Nose slope, crest, side slope • Down-slope shape:Convex, linear • Across-slope shape:Convex • Parent materia/:Coarse-loamy lodgment till derived from gneiss, granite, and/or schist Typical profile • Ap - 0 to 8 inches:fine sandy loam • Bw1 - 8 to 15 inches:fine sandy loam • Bw2- 15 to 26 inches:fine sandy loam • Cd-26 to 65 inches:gravelly fine sandy loam Properties and qualities • S/ope:3 to 8 percent • Depth to restrictive feature:18 to 39 inches to densic material • Drainage class:Well drained • Runoff class: Medium • Capacity of the most limiting layer to transmit water(Ksat):Very low to moderately low(0.00 to 0.14 i n/h r) • Depth to water table:About 18 to 37 inches • Frequency of flooding:None • Frequency of ponding:None • Maximum sa/inity:Nonsaline (0.0 to 1.9 mmhos/cm) 10 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA • Available water supply, 0 to 60 inches: Low (about 3.1 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated):2s • Hydrologic Soil Group:C • Ecological site: F144AY007CT-Well Drained Dense Till Uplands • Hydric soil rating: No Minor Components Woodbridge • Percent of map unit:9 percent • Landform:Ground moraines, drumlins, hills • Landform position (two-dimensional):Summit, backslope, footslope • Landform position (three-dimensional):Side slope • Down-slope shape:Concave • Across-slope shape:Linear • Hydric soil rating: No Ridgebury • Percent of map unit:6 percent • Landform:Depressions, ground moraines, hills, drainageways • Landform position (two-dimensional):Toeslope, backslope, footslope • Landform position (three-dimensional):Base slope, head slope, dip • Down-slope shape:Concave • Across-slope shape:Concave • Hydric soil rating:Yes Charlton • Percent of map unit:5 percent • Landform:H it l s • Down-slope shape:Linear • Across-slope shape:Linear • Hydric soil rating: No 31013 Woodbridge fine sandy loam, 3 to 8 percent slopes Map Unit Setting • National map unit symbol:2t2gl • Elevation:0 to 1,470 feet • Mean annual precipitation: 36 to 71 inches • Mean annual air temperature:39 to 55 degrees F • Frost-free period: 140 to 240 days • Farmland classification:All areas are prime farmland Map Unit Composition • Woodbridge, fine sandy loam, and similar soils:82 percent • Minor components:18 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Woodbridge, Fine Sandy Loam Setting • Landform:Ground moraines, drumlins, hills • Landform position (two-dimensional):Summit, backslope, footslope • Landform position (three-dimensional):S i d e slope • Down-slope shape:Concave 11 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA • Across-slope shape:Linear • Parent material:Coarse-loamy lodgment till derived from gneiss, granite, and/or schist Typical profile • Ap - 0 to 7 inches:fine sandy loam • Bw1 - 7 to 18 inches:fine sandy loam • Bw2- 18 to 30 inches:fine sandy loam • Cd-30 to 65 inches:gravelly fine sandy loam Properties and qualities • Slope:3 to 8 percent • Depth to restrictive feature:20 to 39 inches to densic material • Drainage class:Moderately well drained • Runoff class: Medium • Capacity of the most limiting layer to transmit water(Ksat):Very low to moderately low(0.00 to 0.14 i n/h r) • Depth to water table:About 18 to 30 inches • Frequency of flooding:None • Frequency of ponding:None • Maximum salinity.Nonsaline (0.0 to 1.9 mmhos/cm) • Available water supply, 0 to 60 inches: Low (about 3.6 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated):2w • Hydrologic Soil Group:C/D • Ecological site: F144AY037MA- Moist Dense Till Uplands • Hydric soil rating: No Minor Components Paxton • Percent of map unit:10 percent • Landform:Drumlins, ground moraines, hills • Landform position (two-dimensional):Summit, shoulder, backslope • Landform position (three-dimensional):Nose slope, side slope, crest • Down-slope shape:Convex, linear • Across-slope shape:Convex • Hydric soil rating: No Ridgebury • Percent of map unit:8 percent • Landform:Depressions, ground moraines, hills, drainageways • Landform position (two-dimensional):Toeslope, backslope, footslope • Landform position (three-dimensional):Base slope, head slope, dip • Down-slope shape:Concave • Across-slope shape:Concave • Hydric soil rating:Yes 4056 Charlton fine sandy loam, 3 to 8 percent slopes Map Unit Setting • National map unit symbol:2whOn • Elevation:0 to 1,440 feet • Mean annual precipitation: 36 to 71 inches • Mean annual air temperature:39 to 55 degrees F 12 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA • Frost-free period: 140 to 240 days • Farmland classification:All areas are prime farmland Map Unit Composition • Charlton and similar soils:85 percent • Minor components:15 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Charlton Setting • Landform:Ridges, ground moraines, hills • Landform position (two-dimensional):Summit, shoulder, backslope • Landform position (three-dimensional):Nose slope, side slope, crest • Down-slope shape:Convex, linear • Across-slope shape:Convex • Parent materia/:Coarse-loamy melt-out till derived from granite, gneiss, and/or schist Typical profile • Ap- 0 to 7 inches:fine sandy loam • Bw- 7 to 22 inches:gravelly fine sandy loam • C-22 to 65 inches:gravelly fine sandy loam Properties and qualities • S/ope:3 to 8 percent • Depth to restrictive feature:More than 80 inches • Drainage class:Well drained • Runoff class: Low • Capacity of the most limiting layer to transmit water(Ksat):Moderately low to high (0.14 to 14.17 i n/h r) • Depth to water table:More than 80 inches • Frequency of flooding:None • Frequency of ponding:None • Maximum sa/inity.Nonsaline (0.0 to 1.9 mmhos/cm) • Available water supply, 0 to 60 inches: Moderate (about 6.9 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated):2e • Hydrologic Soil Group: B • Ecological site: F144AY034CT-Well Drained Till Uplands • Hydric soil rating: No Minor Components Sutton • Percent of map unit:8 percent • Landform:Hills, ground moraines • Landform position (two-dimensional):Footslope • Landform position (three-dimensional):Base slope • Down-slope shape:Concave • Across-slope shape:Linear • Hydric soil rating: No Paxton • Percent of map unit:5 percent • Landform:Ground moraines, hills, drumlins • Landform position (two-dimensional):Summit, shoulder, backslope 13 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA • Landform position (three-dimensional):Side slope, crest • Down-slope shape:Convex, linear • Across-slope shape:Convex • Hydric soil rating: No Leicester • Percent of map unit:1 percent • Landform:Depressions, drainageways • Down-slope shape:Linear • Across-slope shape:Concave • Hydric soil rating:Yes Chatfield • Percent of map unit:1 percent • Landform:Ridges, hills • Landform position (two-dimensional):Summit, shoulder, backslope • Landform position (three-dimensional):Nose slope, side slope, crest • Down-slope shape:Convex • Across-slope shape:Linear, convex • Hydric soil rating: No 651 Udorthents, smoothed Map Unit Setting • National map unit symbol:vjwk • Elevation:0 to 3,000 feet • Mean annual precipitation:45 to 54 inches • Mean annual air temperature:43 to 54 degrees F • Frost-free period: 145 to 240 days • Farmland classification: Not prime farmland Map Unit Composition • Udorthents and similar soils:80 percent • Minor components:20 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Udorthents Setting • Parent material:Excavated and filled land loamy and/or excavated and filled land sandy and gravelly Typical profile • H1 - 0 to 6 inches:variable • H2- 6 to 60 inches:variable Properties and qualities • Slope:0 to 3 percent • Depth to restrictive feature:More than 80 inches • Capacity of the most limiting layer to transmit water(Ksat):Moderately low to very high (0.06 to 20.00 i n/h r) • Depth to water table:More than 80 inches • Frequency of flooding:None • Frequency of ponding:None Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated):6s 14 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA • Hydrologic Soil Group:A • Hydric soil rating: Unranked Minor Components Urban land • Percent of map unit:10 percent • Hydric soil rating: Unranked • Beaches • Percent of map unit:8 percent • Hydric soil rating: Unranked • Dumps • Percent of map unit:2 percent • Hydric soil rating: Unranked Current Drainage Patterns (describe current drainage patterns and note any changes dues to grading or fill activities): Based on the existing conditions mapping and the three distinct construction areas, stormwater flows in three general directions: • Stormwater near the track and the two shot put areas flows eastward, ultimately discharging into wetlands located within the 25-foot No Disturbance Zone. • Runoff from the baseball field flows generally south toward wetlands situated behind and adjacent to the dugouts. • Stormwater from the tennis courts flows predominantly west, draining into two pocket wetlands located next to the site. Vegetation: cool-seasonThe existing shot put and field areas is comprised of natural grass. These areas are lined with natural grass, primarily a mix of . Appropriate tree protection measures will be implemented for trees designated to be preserved, as indicated in the plans. Any invasive species within the limit of work will be removed. 1.5 Construction Site Estimates Instructions: Estimate the area to be disturbed by excavation, grading, or other construction activities, including dedicated off-site borrow and fill areas. Calculate the percentage of impervious surface area before and after construction Calculate the runoff coefficients before and after construction. For more information, see SWPPP Guide, Chapter 3.A and Appendix C. The following are estimates of the construction site. Total project area: 8 acres Construction site area to be disturbed: 7 acres 15 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 1.6 Receiving Waters Instructions: List the waterbody(s)that would receive stormwater from your site, including streams, rivers, lakes, coastal waters, and wetlands. Describe each as clearly as possible, such as Mill Creek, a tributary to the Potomac River, and so on. Indicate the location of all waters, including wetlands, on the site map. Note any stream crossings, if applicable. List the storm sewer system or drainage system that stormwater from your site could discharge to and the waterbody(s)that it ultimately discharges to. For more information, see SWPPP Guide, Chapter 3.A and 3.13. Also, for more information and a list of TMDL contacts and links by state,visit www.epa.gov/npdes/stormwater/tmdl. Description of receiving waters: Stormwater on the site drains in three general directions. Runoff from the track and shot put areas flows east into nearby wetlands, while the baseball field sheds water to the south toward wetlands located behind the dugouts. Stormwater from the tennis courts generally flows wst, discharging into two pocket wetlands next to the site. Description of storm sewer systems: Proposed Storm System Modifications: • Baseball Field Area: The proposed stormwater improvements include significant upgrades to the drainage infrastructure at the baseball field. The system is designed to enhance drainage efficiency and provide pre-treatment of runoff. Stormwater from the field will infiltrate through the synthetic turf system, infill, shock pad, an existing subsurface detention basin, one inch of fine-graded aggregate stone, eight inches of base stone, and a network of 12-inch multi-flow flat panel drains. Any excess runoff will be conveyed to the outer perimeter of the field,where it will enter collector pipes and be directed off-site via a 12-inch HDPE pipe that connects to an existing manhole. • Tennis Courts and Shot Put Areas: Post-construction, stormwater flow directions will remain largely unchanged near the tennis courts and shot put areas. At the tennis courts, stormwater will flow west toward a newly constructed section of rip-rap running the entire length of the courts.Within the rip-rap, a buried 12-inch perforated HDPE pipe will provide additional compensatory storage. Excess water will continue to flow west into nearby wetlands. At the shot put areas, stormwater will continue to flow east into adjacent wetlands. • Maintenance and Inspection: o Regular maintenance and inspection of the storm sewer system will be conducted to ensure proper functioning and prevent blockages. 16 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA o Maintenance activities will include periodic cleaning of catch basins, drain manholes and removal of accumulated sediment, and inspection of pipe integrity. The maintenance schedule will comply with local regulations and industry best practices as outlined in this SWPPP and the OCC from the Conservation Commission. The proposed drainage lines and structures will help enhance the capacity and efficiency of the current stormwater system while helping mitigate sediment from entering the nearby wetlands. Description of impaired waters or waters subject to TMDLs: Other: N/A 1.7 Site Features and Sensitive Areas to be Protected Instructions: Describe unique site features including streams, stream buffers,wetlands, specimen trees, natural vegetation,steep slopes, or highly erodible soils that are to be preserved. Describe measures to protect these features. Include these features and areas on your site maps. For more information, see SWPPP Guide, Chapter 3.A and 3.6. Description of unique features that are to be preserved: A large portion of the site work is located within the I OOFT and 5 OFT buffer zones. The wetlands areas are to be protected and preserved. Describe measures to protect these features: Erosion control measures, including manner,runoff from the site. All inlets to drainage structures will be protected in a similar fabric/drainincluding filter . Contractor to follow OCC and documents located in the appendix. 17 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 1.8 Potential Sources of Pollution Instructions: Identify and list all potential sources of sediment,which may reasonably be expected to affect the quality of stormwater discharges from the construction site. Identify and list all potential sources of pollution, other than sediment,which may reasonably be expected to affect the quality of stormwater discharges from the construction site. For more information, see SWPPP Guide, Chapter 3.A. Potential sources of sediment to stormwater runoff: Clearing, grading, excavation and un-stabilized areas; Paving operations, Demolition and debris disposal; Dewatering operations; Landscaping operations. Potential pollutants and sources, other than sediment, to stormwater runoff: Please see table below: Trade Name Material Stormwater Pollutants Location Pesticides(insecticides, Chlorinated hydrocarbons, Herbicides noxious weed fongicides, r r t r t , control r r t 1arsenic Fertilizer Nitrogen, rareas Asphalt Oil,petroleum distillates Concrete t chromium r foundations, slabs Curing t 1 foundations, slabs Hydraulic oil/fluids Mineral oil Leaks or broken hoses from equipment Gasoline Benzene,ethyl benzene,toluene, Secondary containment/staging area xylene,MTBE KeroseneDiesel Fuel Petroleum distillate, oil and grease, Secondary containment/staging area naphthalene,xylenes 1 oil,petroleumdistillates t t/staging area Antifreeze/coolant Ethylene1,propylene glycol, Leaks or broken hoses from heavyt l equipment Sanitary toilets Bacteria,parasites, and viruses Staging area 18 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 1.9 Endangered Species Certification Instructions: Before beginning construction, determine whether endangered or threatened species or their critical habitats are on or near your site. Adapt this section as needed for state or tribal endangered species requirements and, if applicable, document any measures deemed necessary to protect endangered or threatened species or their critical habitats. For more information on this topic, see SWPPP Guide, Chapter 3.13. Additional information on Endangered Species Act(ESA) provisions is at www.epa.gov/npdes/stormwater/esa Are endangered or threatened species and critical habitats on or near the project area? X❑Yes ❑ No See Appendix for additional information. Describe how this determination was made: The latest Natural Heritage & Endangered Species Program Atlas for Estimated and Priority Habitat of Rare Species. If yes, describe the species and/or critical habitat: See Appendix for additional information and additional requirements outlined by the Conservation Commission. If yes, describe or refer to documentation that determines the likelihood of an impact on identified species and/or habitat and the steps taken to address that impact. (Note, if species are on or near your project site, EPA strongly recommends that the site operator work closely with the appropriate field office of the U.S. Fish and Wildlife Service or National Marine Fisheries Service. For concerns related to state or tribal listing of species, please contact a state or tribal official.) As part of the permitting process, close work will be performed with local and state agencies to properly protect the area, including any signs or additional protective fencing as well as the help from a marine biologist if needed. See Appendix for additional information. 1.10 Historic Preservation Instructions: Before you begin construction,you should review federal and any applicable state, local, or tribal historic preservation laws and determine if there are historic sites on or near your project. If so,you might need to make adjustments to your construction plans or to your stormwater controls to ensure that these historic sites are not damaged. For more information, see SWPPP Guide, Chapter 3.13 or contact your state or tribal historic preservation officer. 19 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Are there any historic sites on or near the construction site? ❑ Yes 0 No Describe how this determination was made: Review of the Inventory of Historic and Archaeological Assets of the Commonwealth. If yes, describe or refer to documentation that determines the likelihood of an impact on this historic site and the steps taken to address that impact. N/A 1.11 Applicable Federal, Tribal, State or Local Programs Instructions: Note other applicable federal,tribal,state or local soil and erosion control and stormwater management requirements that apply to your construction site. The Contractor will obtain copies of any local and state regulations that are applicable to stormwater management, erosion control and pollution minimization at the job site and will comply with such regulations. The contractor will comply with all conditions of the NPDES Construction General Permit, including the conditions related to maintaining the SWPPP and evidence of compliance with the SWPPP at the job site and allow regulatory personnel access to the job site and to records in order to determine compliance. 20 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 1.12 Maps Instructions: Attach site maps. For most projects, a series of site maps is recommended. The first should show the undeveloped site and its current features. An additional map or maps should be created to show the developed site or for more complicated sites show the major phases of development. These maps should include the following: Direction(s)of stormwater flow and approximate slopes before and after major grading activities; Areas and timing of soil disturbance; Areas that will not be disturbed; Natural features to be preserved; Locations of major structural and non-structural BMPs identified in the SWPPP; Locations and timing of stabilization measures; Locations of off-site material,waste, borrow, or equipment storage areas; Locations of all waters of the United States, including wetlands; Locations where stormwater discharges to a surface water; Locations of storm drain inlets; and Areas where final stabilization has been accomplished. For more information, see SWPPP Guide, Chapter 3.C. Include the site maps with the SWPPP. Maps are attached in the Appendix. 21 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA SECTION 2: EROSION AND SEDIMENT CONTROL BMPS Instructions: Describe the BMPs that will be implemented to control pollutants in stormwater discharges. For each major activity identified, do the following Clearly describe appropriate control measures. Describe the general sequence during the construction process in which the measures will be implemented. Describe the maintenance and inspection procedures that will be used for that specific BMP. Include protocols, thresholds, and schedules for cleaning, repairing,or replacing damaged or failing BMPs. Identify staff responsible for maintaining BMPs. (If your SWPPP is shared by multiple operators, indicate the operator responsible for each BMP.) Categorize each BMP under one of the following 10 areas of BMP activity as described below: 2.1 Minimize disturbed area and protect natural features and soil 2.2 Phase Construction Activity 2.3 Control Stormwater flowing onto and through the project 2.4 Stabilize Soils 2.5 Protect Slopes 2.6 Protect Storm Drain Inlets 2.7 Establish Perimeter Controls and Sediment Barriers 2.8 Retain Sediment On-Site and Control Dewafering Practices 2.9 Establish Stabilized Construction Exits 2.10 Any Additional BMPs Note the location of each BMP on your site map(s). For any structural BMPs, you should provide design specifications and details and refer to them.Attach them as appendices to the SWPPP or within the text of the SWPPP. For more information, see SWPPP Guide, Chapter 4. Consult your state's design manual or one of those listed in Appendix D of the SWPPP Guide. For more information or ideas on BMPs,see EPA's National Menu of BMPs http://www.epa.gov/npdes/stormwater/menuofbmps Details: The Erosion and Sediment Control BMPs represent the suggested best management practices proposed for the project. The Contractor's approach to controlling stormwater runoff from the site may vary. If different erosion and sedimentation control is used by the contractor, the changes will be noted in the appropriate section in the appendix. The use of erosion and sediment controls are mandatory and must be employed to minimize impacts to adjacent areas during construction. If sediment escapes the construction site, 22 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA off-site accumulations of sediment must be removed at a frequency sufficient to minimize off-site impacts. The control practices which are required to minimize stormwater pollution during construction must remain functional until disturbed areas have been stabilized. Erosion control products are to be installed and maintained in accordance with manufacturer's specifications and good engineering practices. 2.1 Minimize Disturbed Area and Protect Natural Features and Soil Instructions: Describe the areas that will be disturbed with each phase of construction and the methods(e.g., signs, fences)that you will use to protect those areas that should not be disturbed. Describe natural features identified earlier and how each will be protected during construction activity.Also describe how topsoil will be preserved. Include these areas and associated BMPs on your site map(s)also. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 1.) Also, see EPA's Preserving Natural Vegetation BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/perserve_veg BMP Description: The disturbed area will be limited to the construction area shown on the plans. All areas outside of the construction limits will be preserved. The limits of construction will be marked out with chain link temporary fencing. The supports for the fabric will be placed on the ground and weighed down. Installation Schedule: The temporary construction fence will be installed as needed before construction begins at the site. Maintenance and The perimeter construction fence will be inspected weekly to Inspection: ensure there has not been any breach in the fencing. Responsible Staff: Contractor BMP Description: Topsoil stripped from the immediate construction area will be stockpiled, as necessary and as identified on the plans. The stockpiles will be in areas that will not interfere with construction phases and at least 15 feet away from area of concentrated flows or pavement. The slopes of the stockpile will be roughened by ® : to prevent erosion. A silt sock will be installed around the stockpiles as necessary. Spread loam until stabilized. Spread excess loam and seed as specified for lawn areas. Note.- All stockpiles not used for 14 days or more shall require seeding and/or appropriate temporary stabilization. 23 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Installation Schedule: Topsoil stockpiles will be established during grading activities. The temporary erosion controls will be installed immediately after the stockpile has been placed. Maintenance and The area will be inspected weekly for erosion and immediately Inspection: after storm events. Areas on or around the stockpile that have eroded. Note: Silt socks are to be inspected at a minimum of once per week and following each storm event. Sediment is to be removed once it reaches V2 the height of the silt sock. Remove and replace silt socks as needed if damage occurs during the sediment removal process. Responsible Staff. Contractor Details: The contractor is responsible for the maintenance and repair of all erosion control devices on- site. All erosion control devices will be regularly inspected. At no time will silt-laden water be allowed to enter sensitive areas. Any runoff from disturbed surfaces will be directed through a sedimentation process prior to being discharged to the existing on-site drainage system. Sediment control technique proposed on the side comprises of Compost Filter Socks as well as inlet protection of catch basins and drain manholes to mitigate sediment accumulation. Additional erosion control techniques proposed include silt fence and silt sock, inlet sediment traps, a stabilized construction entrance, temporary diversion channels, and temporary sedimentation ponds when applicable. Note.- Silt socks are to be inspected at a minimum of once per week by the Contractor or designated team member and following each storm event. Sediment is to be removed once it reaches 12 the height of the silt sock. Remove and replace silt socks as needed if damage occurs during the sediment removal process. During the growing season, slope stabilization will be achieved by applying topsoil followed by seeding and mulching as soon as final grades are achieved. Organic mulching,jute netting, geo-textiles, or a combination will be used to stabilize slopes completed outside of the growing season. 24 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 2.2 Phase Construction Activity Instructions: Describe the intended construction sequencing and timing of major activities, including any opportunities for phasing grading and stabilization activities to minimize the overall amount of disturbed soil that will be subject to potential erosion at one time. Also, describe opportunities for timing grading and stabilization so that all or a majority of the soil disturbance occurs during a time of year with less erosion potential (i.e., during the dry or less windy season). (For more information, see SWPPP Guide, Chapter 4, ESC Principle 2.) It might be useful to develop a separate, detailed site map for each phase of construction. Also, see EPA's Construction Sequencing BMP Fact Sheet at http://www.epa.gov/npdes/stormwater/menuofbmps/construction/cons_seq) The project is anticipated to be constructed in one phase. The following is a broad outline of the sequence of the major activities that disturb the soil at the site. 1. Under NO circumstances is sediment and debris allowed to empty into the resource areas nearby. and/or2. Install construction fencing around the limits of work. 3. Install compost filter socks around the proposed work areas upgradient of sensitive areas of wetlands, watercourses, and adjacent properties. Contractor to follow Conservation Commission Order Of Conditions as specified in appendix. 4. Ensure all existing stormwater outfalls are capped at the inlet or adequately protected during the various construction phases of the given project sequence. 5. Install silt sock, silt sack, . 6. Install stabilized construction entrance & exit. • Perform clearing, grubbing, and topsoil stockpile and/or . 8. Dust on site shall be minimized by spraying water on dry areas on the site. The use of oils and other petroleum base or toxic liquids for dust suppression is prohibited. 9. Stabilize denuded areas and stockpiles within 14 days of last construction activity in that area. 10. Begin demolition activities per Drawings. 11. Begin site grading operations. 12. Construct stormwater systems (lateral drains, catch basins, temporary settling basin (see specifications), rip rap, etc.). 25 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 13. Installation of major structures where applicable. 14. Install subsurface materials. 15. Begin paving operations. 16. Install synthetic turf system. 17. Construct perimeter walk-ways. 18. Loam & Seed. Ensure grass is established, including grass aprons, rip-rap channels, and bioswales (where applicable). 19. Remove silt sock and silt fencing only after exposed surfaces are stabilized. 20. Remove temporary construction exists only prior to cleaning up these areas. 2.3 Control Stormwater Flowing onto and through the Project Instructions: Describe structural practices(e.g., diversions, berms, ditches, storage basins) including design specifications and details used to divert flows from exposed soils, retain or detain flows, or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 3.) 0 Permanent M Temporary BMP Description: Temporary Settling Basins may be used to intercept runoff flowing through the project site. The settling basin shall collect stormwater runoff by use of earthen berm or excavated settling pond. Installation Schedule: Temporary settling basins will be installed as needed and will remain in place until slopes are stabilized or graded level. The settling basin shall provide at least 18 inches of depth for runoff to settle out suspended solids prior to discharge. Discharge shall be through a gravel and crushed stone filter and apron. Maintenance and The basins will be inspected weekly and maintained as Inspection: necessary to ensure suspended solids are properly being captured. Responsible Staff : Contractor 0 Permanent M Temporary BMP Description: Diversion Channels may be used to intercept and divert runoff which flows onto and through the project site. These diversions will minimize the development of 26 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA concentrated runoff down slopes, which would produce gully erosion. Diversions will also be used to collect runoff from construction areas and convey it to temporary sediment basins or traps. Installation Schedule: Temporary diversions will be installed as needed and will remain in place until slopes are stabilized or graded level. If vegetation of the diversion channel is required to avoid erosion of the channel, the channel will be temporarily stabilized to ensure viability of the grass seed. Maintenance and The diversions will be inspected weekly and maintained as Inspection: necessary to prevent erosion. Responsible Staff: Contractor 2.4 Stabilize Soils Instructions: Describe controls (e.g., interim seeding with native vegetation, hydroseeding)to stabilize exposed soils where construction activities have temporarily or permanently ceased. Also describe measures to control dust generation.Avoid using impervious surfaces for stabilization whenever possible. (For more information,see SWPPP Guide, Chapter 4, ESC Principle 4.) Also, see EPA's Seeding BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/seeding BMP Description: Temporary soil stabilization will be achieved using filter fabric, Geotextile, or hydro seeding. The contractor will not disturb more area than can be stabilized within 14 days unless the area remains active. ❑ Permanent ❑x Temporary Installation Schedule: All disturbed surfaces will be stabilized a minimum of 14 days after construction in any portion of the project site is completed or is temporarily halted, unless additional construction is intended to be initiated within 21 days. Maintenance and Stabilization devices will be inspected weekly and maintained Inspection: as necessary to prevent washouts. Responsible Staff: Contractor BMP Description: Erosion Control Blankets ❑ Permanent ❑x Temporary Installation Schedule: If exposed soils sit unseeded for more than 14-days, erosion control blankets shall be installed on exposed areas until final seeding. Stockpiles shall be covered & seeded. Only biodegradable erosion control blankets to be used. 27 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Maintenance and Routine inspections shall be performed, once a week. Inspection: Responsible Staff: Contractor BMP Description: All disturbed areas not under structures will be seeded and maintained until the seed has taken hold. ❑x Permanent ❑ Temporary Installation Schedule: All disturbed surfaces will be stabilized a minimum of 14 days after construction in any portion of the project site is completed. Maintenance and The grass will be inspected, and bare spots will be reseeded. Inspection: Responsible Staff: Contractor 2.5 Protect Slopes Instructions: Describe controls (e.g., erosion control blankets,tackifiers) including design specifications and details that will be implemented to protect all slopes. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 5.) Also, see EPA's Geotextiles BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/geotextiles BMP Description: Slopes greater than three to one horizontal to vertical will be stabilized with seed, organic mulch,jute fabric, or rip rap, as appropriate, to prevent erosion during construction. Installation Schedule: Slope stabilization measures will be taken once slopes of 3:1 or greater are created. Maintenance and Slopes will be inspected after storm events to make sure erosion Inspection: has not taken place. If areas of erosion are discovered, additional measures will be taken to prevent future erosion. After disturbed areas have been stabilized, the temporary erosion control measures will be removed and accumulated sediment will be removed and disposed of properly. Responsible Staff: Contractor 28 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 2.6 Protect Storm Drain Inlets Instructions: Describe controls (e.g., inserts, rock-filled bags, or block and gravel)including design specifications and details that will be implemented to protect all inlets receiving stormwater from the project during the entire project. (For more information, see SWPPP Guide, Chapter4, ESC Principle 6.) Also, see EPA's Storm Drain Inlet Protection BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/storm drain BMP Description: Silt sock and/or silt sack sediment traps will be installed at drainage structures to prevent sediment from entering the structures. Installation Schedule: Silt socks and/or silt sacks will be installed around catch basins and drainage structure inlets prior to start of construction. Note: Silt sacks shall be required in all new catch basins installed on site and all existing catch basins along the site perimeter. Maintenance and Silt socks will be replaced if sufficient sediment is accumulated Inspection: where it may enter the drainage system. BMP will be inspected weekly and after each storm event. Note: Sediment is to be removed once it reaches 1/2 the height of the silt sock. Remove and replace silt socks as needed if damage occurs during the sediment removal process. Responsible Staff: Contractor BMP Description: In addition to silt sock, silt sacks shall be installed on drainage structures to prevent migration of silt into the structures. Installation Schedule: Silt sacks will be installed prior to any construction activity. Maintenance and Silt sacks will be inspected weekly and after all storm events. Inspection: They will be removed and cleaned as necessary and at a minimum when they are 1/3 full of sediment. Responsible Staff: Contractor 29 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 2.7 Establish Perimeter Controls and Sediment Barriers Instructions: Describe structural practices(e.g., silt fences or fiber rolls) including design specifications and details to filter and trap sediment before it leaves the construction site. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 7.) Also see, EPA's Silt Fence BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/silt fences, or Fiber Rolls BMP Fact Sheet at wm.epa.gov/npdes/stormwater/menuofbmps/construction/fiber rolls BMP Description: Compost Filter Tube/ Silt Sock will be installed per approved plans. The existing and proposed slopes channel surface runoff to these areas; therefore, installation of the compost filter tube shall be placed as indicated in the Drawings.. Installation Schedule: Silt sock will be installed prior to start of construction activity. Maintenance and Silt sock/Compost Filter Tube will be inspected weekly and Inspection: replaced as necessary to prevent silt migration. Silt socks are to be inspected at a minimum of once per week and following each storm event. Sediment is to be removed once it reaches V2 the height of the silt sock. Remove and replace silt socks as necessary to prevent silt migration. Responsible Staff: Contractor 30 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 2.8 Retain Sediment On-Site Instructions: Describe sediment control practices(e.g., sediment trap or sediment basin), including design specifications and details (volume, dimensions, outlet structure)that will be implemented at the construction site to retain sediments on-site. (For more information,see SWPPP Guide, Chapter 4, ESC Principle 8.) Also, see EPA's Sediment Basin BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/sediment basins BMP Description: Compost Filter Sock on the down grade of the project site will function to retain sediment on site. Installation Schedule: Filter Sock will be installed prior to construction activity. Maintenance and Compost Filter Socks are to be inspected at a minimum of once Inspection: per week and following each storm event. Sediment is to be removed once it reaches V2 the height of the sock. Remove and replace as necessary to prevent silt migration. Responsible Staff: Contractor BMP Description: If needed, a stone trench may be installed to intercept runoff, remove solids and allow the runoff to infiltrate prior to releasing the excess runoff. Installation Schedule: Stone trench may be installed during the drainage installation for the site. Maintenance and The trench will be inspected weekly and maintained as Inspection: necessary to prevent migration of the sediment in to the perforated pipes. Responsible Staff: Contractor BMP Description: Dewatering practices are used to remove ground water or accumulated rainwater from excavated areas. Pump muddy water from these areas to a temporary or permanent sedimentation basin or to an area completely enclosed by silt fence in a flat vegetated area where discharges can infiltrate into the ground. Under NO circumstances is sediment and debirs allowed to empty into the nearby wetland resource areas. Contractor must ensure all BMP controls are in lace prior to work commencing. Installation Schedule: Install a temporary sediment trap or sediment basin to detain sediment-laden runoff for a period of time to allow sediment to settle before runoff is discharged. Sediment basins should be located at low-lying areas of the site and on the down-gradient side of bare soil areas where flows converge. Do not construct 31 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA sediment traps or basins in or adjacent to flowing streams or waterways. Use silt fences, vegetative buffer strips, or equivalent sediment controls for all down-gradient boundaries. Maintenance and Inspect and clean weekly and after rain events and when Inspection: dewatering activities occur. Clean as necessary. Responsible Staff: Contractor Details: Never discharge muddy water into storm drains, streams lakes, or wetlands unless the sediment has been removed before discharge. Check with local jurisdictions for separate permit for on-site dewatering activities. 2.9 Establish Stabilized Construction Exits Instructions: Describe location(s)of vehicle entrance(s)and exit(s), procedures to remove accumulated sediment off- site (e.g., vehicle tracking), and stabilization practices(e.g.,stone pads or wash racks or both)to minimize off-site vehicle tracking of sediments and discharges to stormwater. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 9.) Also, see EPA's Construction Entrances BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/cons entrance BMP Description: A construction entrance pad is proposed for this site. Stone construction entrance/exit will be installed to trap sediment and dirt off the construction vehicle tires. See plan for Construction Entrance size and requirements. Installation Schedule: Construction entrance/exit will be installed during the initial phases of construction. Maintenance and The area will be inspected weekly, and additional stone will be Inspection: placed as necessary. Area to be sprayed with water to minimize dust/dirt being tracked on the connecting road. Road entrance to be cleaned if excess dirt/sediments are tracked on to the roadway. Responsible Staff: Contractor 32 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 2.10 Additional BMPs Instructions: Describe additional BMPs that do not fit into the above categories. BMP Description: Sweep driveway, construction entrance, and construction exits to remove excess dust/dirt being tracked on the construction road. Installation Schedule: Sweeping to be performed as soon as the construction entrance/exit has been established and vehicles enter and exit the site. Maintenance and Construction entrance and exits are to be swept at a minimum Inspection: of once per week. Responsible Staff: Contractor 33 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA SECTION 3: GOOD HOUSEKEEPING BIVIPS Instructions: Describe the key good housekeeping and pollution prevention (P2) BMPs that will be implemented to control pollutants in stormwater. Categorize each good housekeeping and pollution prevention (P2) BMP under one of the following seven categories: 3.0 Snow Stockpile and Removal 3.1 Material Handling and Waste Management 3.2 Establish Proper Building Material Staging Areas 3.3 Designate Washout Areas 3.4 Establish Proper EquipmenWehicle Fueling and Maintenance Practices 3.5 Allowable Non-Stormwater Discharges and Control EquipmenWehicle Washing 3.6 Spill Prevention and Control Plan 3.7 Any Additional BMPs For more information, see SWPPP Guide, Chapter 5. Consult your state's design manual or resources in Appendix D of the SWPPP Guide. For more information or ideas on BMPs, see EPA's National Menu of BMPs / I / i i / PI 3.0 Snow Stockpile and Removal BMP Description: If site work is expected to continue after a major snowfall event larger than 6 inches of snow, designate a snow stockpile area. Installation Schedule: Stockpile area is to be located near a temporary sediment trap or sediment basin and away from adjacent flowing streams and wetlands to detain sediment laden runoff for a period of time until the snow melts and sediment settles before the runoff is discharged. If a sediment trap or sediment basin does not exist on site, enclose the perimeter of the snow stock pile with silt socks. Note: Storage to be located away from all resource areas water conveyances, and stormwater structures. Maintenance and Inspect snow stockpile on a weekly basis and monitor snow Inspection: melting after storm events. Silt socks are to be inspected at a minimum of once per week and following each storm event. Sediment is to be removed once it reaches V2 the height of the silt sock. Remove and replace silt socks as necessary to prevent silt migration Responsible Staff: Contractor 34 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 3.1 Material Handling and Waste Management Instructions: Describe measures(e.g.,trash disposal, sanitary wastes, recycling, and proper material handling)to prevent the discharge of solid materials to receiving waters, except as authorized by a permit issued under section 404 of the CWA(For more information, see SWPPP Guide, Chapter 5, P2 Principle 1.) Also, see EPA's General Construction Site Waste Management BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/cons_wasteman BMP Description: All waste materials will be collected and disposed of in metal dumpsters in the staging area. Dumpsters will be placed away from stormwater conveyance and drains and meet all local and state solid-waste management regulations. Only trash and construction debris from the site will be deposited in the dumpsters. Installation Schedule: Trash dumpsters will be installed once the staging area has been established. Maintenance and The dumpsters will be inspected weekly and immediately after Inspection: storm events. The dumpster will be emptied weekly. If trash and construction debris are exceeding the dumpsters capacity, the dumpster will be emptied more frequently. Responsible Staff: Contractor BMP Description: Temporary sanitary facilities (portable toilets) will be provided at the site in the staging area. The toilets will be away from concentrated flow paths and traffic flow and will have collection pans underneath as secondary containment. Installation Schedule: The portable toilets will be brought to the site once the staging area has been established. Maintenance and All sanitary waste will be collected from the portable toilets a Inspection: minimum of once per week by a sanitary service. The toilets will be inspected weekly for evidence of leaking holding tanks. Toilets with leaking holding tanks will be removed from the site and replaced with new portable toilets. Area around portable toilets should be kept clean and free of debris and construction materials. Responsible Staff: Contractor 35 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 3.2 Establish Proper Building Material Staging Areas Instructions: Describe construction materials expected to be stored on-site and procedures for storage of materials to minimize exposure of the materials to stormwater. (For more information, see SWPPP Guide, Chapter 5, P2 Principle 2.) BMP Description: Construction equipment and maintenance material will be stored at the staging area and materials storage area. They should be elevated on wood blocks or pallets to minimize contact with runoff. Contractor to follow requirements for staging materials as outlined in 00 C. Installation Schedule: The staging and materials storage area will be installed after grading. Material will be stored as it is delivered to the site. Maintenance and Storage area will be inspected weekly and after storm events. Inspection: Storage areas will be kept clean and organized. Materials will be kept elevated on wood blocks or pallets. Responsible Staff: Contractor 36 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 3.3 Designate Washout Areas Instructions: Describe location(s)and controls to eliminate the potential for discharges from washout areas for concrete mixers, paint, stucco, and so on. (For more information, see SWPPP Guide, Chapter 5, P2 Principle 3.) Also, see EPA's Concrete Washout BMP Fact Sheet at BMP Description: Wheel Wash Stations may be provided, as needed, adjacent to the construction entrance. Under NO circumstances is sediment and debirs allowed to empty into the surrounding wetlands. Contractor must ensure all BMP controls are in place prior to work commencing. Installation Schedule: If needed, wheel wash stations will be installed after the stabilized construction entrance. Maintenance and Vehicles will be inspected as they leave the construction site, Inspection: and the wheels will be washed as necessary to minimize migration of soils on to public ways. Responsible Staff: Contractor BMP Description: Concrete Washouts will be accomplished in specific areas which have been diked and prepared to prevent contact with stormwater runoff. Waste generated from concrete wash water shall not be allowed to flow into drainage ways, inlets, receiving waters or any location other than the designated concrete washout area. Installation Schedule: Concrete washout stations shall be prepared prior to concrete work on site. Maintenance and The hardened residue from the concrete washout dike areas will Inspection: be disposed of in the same manner as other non-hazardous construction waste materials or may be broken up and used on site as deemed appropriate by the Contractor. Responsible Staff: Contractor 37 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 3.4 Establish Proper Equipment/Vehicle Fueling and Maintenance Practices Instructions: Describe equipment/vehicle fueling and maintenance practices that will be implemented to control pollutants to stormwater(e.g.,secondary containment, drip pans, and spill kits)(For more information, see SWPPP Guide, Chapter 5, P2 Principle 4.) Also, see EPA's Vehicle Maintenance and Washing Areas BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/vehicile maintain BMP Description: Equipment fuel storage and refueling operations will be in an upland area at a horizontal distance greater than 100 feet from any resource boundary, including Tan Brook. The fueling areas will include secondary containment. Fueling will be done near the staging area, away from any resource and buffer zones. Installation Schedule: Fueling station will be prepared prior to any fueling operations on site. Maintenance and The area will be inspected and cleaned weekly. Inspection: Responsible Staff: Contractor 3.5 Control Equipment/Vehicle Washing Instructions: Describe equipment/vehicle washing practices that will be implemented to control pollutants to stormwater. (For more information, see SWPPP Guide, Chapter 5, P2 Principle 5.) Also, see EPA's Vehicle Maintenance and Washing Areas BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/vehicile_maintain BMP Description:N/A; Vehicle washing will be performed offsite. Installation Schedule: Maintenance and Inspection: Responsible Staff. 38 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 3.6 Spill Prevention and Control Plan Instructions: Describe the spill prevention and control plan to include ways to reduce the chance of spills, stop the source of spills, contain and clean up spills, dispose of materials contaminated by spills, and train personnel responsible for spill prevention and control. (For more information, see SWPPP Guide, Chapter 5) P2 Principle 6.) Also, see EPA's Spill Prevention and Control Plan BMP Fact sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/spill control Details: 1. Per OCC: Contractor to contact Conservation Commission for BMP inspection prior to the start of construction activities. 2. Employee Training: Employees shall be trained prior to construction activities commencing. 3. Vehicle Maintenance: Vehicles and equipment will be maintained off-site. All vehicles and equipment including subcontractor vehicles will be checked for leaking oil and fluids. Vehicles leaking fluids will not be allowed on-site. 4. Spill Kits: Spill kits will be within the materials storage area and concrete washout areas. 5. Spills: All spills will be cleaned up immediately upon discovery. Spent absorbent materials and rags will be hauled off-site immediately after the spill is cleaned up for disposal at and appropriate landfill. Spills large enough to discharge to surface water will be reported to the appropriate federal, state and or local government agency. 6. Material safety data sheets, material inventory, and emergency contact information will be maintained at the site project trailer. The spill prevention and control procedures will be implemented once construction begins on-site. All personnel will be instructed during tailgate training sessions regarding the correct procedure for spill prevention and control. Emergency Contacts: Follow Office of Emergency Management(OEM) protocols for North Andover, MA. Additional emergency contact information includes: Emergency: Dial 911 North Andover Police: (978) 683-3168 (Non-Emergency) North Andover Fire: (978) 688-9590 (Non-Emergency) Amherst Health Department: (978) 688-9540 39 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 3.7 Any Additional BMPs, Notes, Considerations: Instructions: Describe any additional BMPs that do not fit into the above categories. Indicate the problem they are intended to address. Description: If needed, mechanical traps may be used. Rodenticides are not to be used. Installation Schedule: As needed. Maintenance and Inspect traps weekly. Inspection: Responsible Staff Authorized Personnel. Description: Pesticides Usage: Installation Schedule: Refer to NOI, OCC, and Partial OC. Maintenance and See above. Inspection: Responsible Staff Authorized Personnel. 3.8 Allowable Non-Stormwater Discharge Management Instructions: Identify all allowable sources ofnon-stormwater discharges that are not identified.The allowable non- stormwater discharges identified might include the following(see your permit for an exact list): Waters used to wash vehicles where detergents are not used Water used to control dust Potable water including uncontaminated water line flushings Routine external building wash down that does not use detergents Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed)and where detergents are not used Uncontaminated air conditioning or compressor condensate Uncontaminated ground water or spring water Foundation or footing drains where flows are not contaminated with process materials such as solvents Uncontaminated excavation dewatering Landscape irrigation Identify measures used to eliminate or reduce these discharges and the BMPs used to prevent them from becoming contaminated. For more information, see SWPPP Guide, Chapter 3.A. 40 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA List allowable non-stormwater discharges and the measures used to eliminate or reduce them and to prevent them from becoming contaminated: Certain types of discharges are allowed under the NPDES General Permit for Construction Activity, and it's the intent of this SWPPP to allow such discharges. These types of discharges will be allowed under the conditions that no pollutants will be allowed to come into contact with the water prior to or after its discharge. The control measures that have been outlined previous in this SWPPP will be strictly followed to ensure that no contamination of these non- stormwater discharges take place. The following non-stormwater discharges that may occur from the job site include: 1. Discharge from fire-fighting activity. 2. Fire hydrant flushing. 3. Waters used to wash vehicles where detergents are not used. These waters are NOT allowed to be discharged into the nearby wetlands. 4. Waters used to control dust in accordance with off-site vehicle tracking. These waters are NOT allowed to be discharged into the nearby wetlands. 5. Portable water including uncontaminated water line flushing. 6. Routine external building wash down that does not use detergents. These waters are NOT allowed to be discharged into the nearby wetlands. 7. Pavement water where spills or leaks of toxic or hazardous materials have not occurred and where detergents are not used. These waters are NOT allowed to be discharged into the nearby wetlands. 8. Uncontaminated air conditioner compressor condensate. 9. Uncontaminated ground water or spring water. 10. Foundation or footing drains where flows are not contaminated with process materials such as solvents. 11. Uncontaminated excavation dewatering. 12. Landscape irrigation. 41 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA SECTION 4: SELECTING POST-CONSTRUCTION BMPs Instructions: Describe all post-construction stormwater management measures that will be installed during the construction process to control pollutants in stormwater discharges after construction operations have been completed. Examples of post-construction BMPs include the following: Biofilters Detention/retention devices Earth dikes, drainage swales, and lined ditches Infiltration basins Porous pavement Other proprietary permanent structural BMPs Outlet protection/velocity dissipation devices Slope protection Vegetated strips and/or swales Identify any applicable federal,state, local, or tribal requirements for design or installation. Describe how low-impact designs or smart growth considerations have been incorporated into the design. For any structural BMPs, you should have design specifications and details and refer to them. Attach them as appendices to the SWPPP or within the text of the SWPPP. For more information on this topic,see your state's stormwater manual. You might also want to consult one of the references listed in Appendix D of the SWPPP Guide. Visit the post-construction section of EPA's Menu of BMPs at:www.epa.gov/npes/menuofbmps BMP Description: There are drainage structures, catch basins, drain manholes on site. It is important to inspect these structures to ensure they do not become clogged. After site construction is completed, drainage structures should be inspected at regular intervals and after heavy storms. Installation Schedule: N/A Maintenance and Manholes should be inspected twice a year to remove any Inspection: intrusions and ensure proper flow. Catch basins and storm clean-out structures should be cleaned of any debris 4 times a year and after heavy storms. Responsible Staff: Owner BMP Description:A detention basin/bioswale is an impoundment or excavated basin for the short-term detention of stormwater runoff that allows a controlled release from the structure at downstream, pre-development flow rates. Conventional detention basins typically control peak runoff for 2-year and 10-year 24-hour storms. 42 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Installation Schedule: N/A Maintenance and Inspect detention basins/bioswales at least once per year to Inspection: ensure that they are operating as intended. Inspect basins during and after storms to determine if the basin is meeting the expected detention times. Inspect the outlet structure for evidence of clogging or outflow release velocities that are greater than design flow. Potential problems that should be checked include: subsidence, erosion, cracking or tree growth on the embankment; damage to the emergency spillway; sediment accumulation around the outlet; inadequacy of the inlet/outlet channel erosion control measures; changes in the condition of the pilot channel; and erosion within the basin and banks. Make any necessary repairs immediately. During inspections, note changes to the detention basin or the contributing watershed because these changes could affect basin performance. Mow the side slopes, embankment, and emergency spillway at least twice per year. Remove trash and debris at this time. Remove sediment from the basin/bioswale as necessary, and at least once every 5 years or when the basin is 50% full. Provide for an on-site sediment disposal area to reduce the overall sediment removal costs. Responsible Staff: Owner 43 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA SECTION 5: INSPECTIONS 5.1 Inspections Instructions: Identify the individual(s) responsible for conducting inspections and describe their qualifications. Reference or attach the inspection form that will be used. Describe the frequency that inspections will occur at your site including any correlations to storm frequency and intensity. Note that inspection details for particular BMPs should be included in Sections 2 and 3. You should also document the repairs and maintenance that you undertake as a result of your inspections. These actions can be documented in the corrective action log described in Part 5.3 below. For more on this topic, see SWPPP Guide, Chapters 6 and 8. Also, see suggested inspection form in Appendix B of the SWPPP Guide. L Inspection Personnel: Identify the person(s)who will be responsible for conducting inspections and describe their qualifications: Construction personnel will conduct inspections as identified in the inspection and maintenance section of each BMP. Personnel will be trained during tailgate session on the proper inspection and maintenance of the BMPs. If specified, a representative from Nesra Engineering will make routine site visits and conduct inspections of the BMPs during the construction process. Additional inspections will be conducted after significant storm events during the construction phase. 2. Inspection Schedule and Procedures: Describe the inspection schedules and procedures you have developed for your site(include frequency of inspections for each BMP or group of BMPs, indicate when you will inspect, e.g., before/during/and after rain events, spot inspections): Describe the general procedures for correcting problems when they are identified. Include responsible staff and time frames for making corrections: Attach a copy of the inspection report you will use for your site. Details: As stated above inspections will be conducted by the contractor's construction personnel. The contractor's personnel will conduct inspections as required by the Maintenance and Inspection section of each BMP as well as the requirements outlined in the attached OOC. If a problem is noted during the inspection, a copy of the inspection form will be provided to the Contractor, who will be responsible for correcting the issue that day. In subsequent inspections the area will be re-inspected, and corrections will be noted. A copy of the inspection report to be used is included in the appendix section. 44 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 5.2 Delegation of Authority Instructions: Identify the individual(s)or specifically describe the position where the construction site operator has delegated authority for the purposes of signing inspection reports, certifications,or other information. Attach the delegation of authority form that will be used. For more on this topic, see SWPPP Guide, Chapter 7. Duly Authorized Representative(s) or Position(s): Representative to perform inspections: Hip Aguilera, ACS, CSI, CSL, HIC, RISC Nesra Engineering, LLC Cell- 508-723-2403 A copy of the signed delegation of authority form is in Appendix K. 5.3 Corrective Action Log Instructions: Create here, or as an attachment, a corrective action log. This log should describe repair, replacement, and maintenance of BMPs undertaken as a result of the inspections and maintenance procedures described above. Actions related to the findings of inspections should reference the specific inspection report. This log should describe actions taken, date completed, and note the person that completed the work. Corrective Action Log: A copy of the corrective log is included in the Appendix. 45 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA SECTION 6: RECORDIKEEPING AND TRAINING 6.1 Recordkeeping Instructions: The following is a list of records you should keep at your project site available for inspectors to review: Dates of grading, construction activity,and stabilization (which is covered in Sections 2 and 3) A copy of the construction general permit(attach) The signed and certified N01 form or permit application form(attach) A copy of the letter from EPA or/the state notifying you of their receipt of your complete N01/application (attach) Inspection reports(attach) Records relating to endangered species and historic preservation (attach) Check your permit for additional details For more on this subject, see SWPPP Guide, Chapter 6.C. Records will be retained for a minimum period of at least 3 years after the permit is terminated. Date(s) when major grading activities occur: July 2025 Date(s) when construction activities temporarily or permanently cease on a portion of the site: December 2025 Date(s) when an area is either temporarily or permanently stabilized: July/Aug 2025 6.2 Log of Changes to the SWPPP Instructions: Create a log here,or as an attachment, of changes and updates to the SWPPP. You should include additions of new BMPs, replacement of failed BMPs, significant changes in the activities or their timing on the project, changes in personnel, changes in inspection and maintenance procedures, updates to site maps, and soon. Log of changes and updates to the SWPPP - 7/8/2025 -Notice of Intent(NOI) for the NPDES Construction Permit received. 46 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA 6.3 Training Instructions: Training your staff and subcontractors is an effective BMP. As with the other steps you take to prevent stormwater problems at your site, you should document the training that you conduct for your staff, for those with specific stormwater responsibilities (e.g. installing, inspecting, and maintaining BMPs), and for subcontractors. Include dates, number of attendees, subjects covered, and length of training. For more on this subject, see SWPPP Guide, Chapter 8. Individual(s) Responsible for Training: Contractor/Nesra Engineering Describe Training Conducted: • General stormwater and BMP awareness training for staff and subcontractors: Todd Heimlich& Foreman • Detailed training for staff and subcontractors with specific stormwater responsibilities: Todd Heimlich, Foreman, and Staff 47 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA SECTION 7: FINAL STABILIZATION Instructions: Describe procedures for final stabilization. If you complete major construction activities on part of your site,you can document your final stabilization efforts for that portion of the site. Many permits will allow you to then discontinue inspection activities in these areas(be sure to check your permit for exact requirements). You can amend or add to this section as areas of your project are finally stabilized. Update your site plans to indicate areas that have achieved final stabilization. Note that dates for areas that have achieved final stabilization should be included in Section 6, Part 6.1 of this SWPPP. For more on this topic,see SWPPP Guide, Chapter 9. BMP Description: Installation and establishment of hydroseeded areas outside of the limits of the athletic field(s). Installation Schedule: After installation of the drainage improvements, structures specified in the contract documents and final grading. Maintenance and Maintenance and inspection of the installed grass areas will be Inspection: in accordance with the design drawings and specifications. Responsible Staff Contractor SECTION 8: CERTIFICATION AND NOTIFICATION Instructions: The SWPPP should be signed and certified by the construction operator(s). Attach a copy of the N01 and permit authorization letter received from EPA or the state in Appendix D. I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name: Title: Signature: Date: 48 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA SWPPP APPENDICES Attach the following documentation to the SWPPP: Appendix A - General Location Map Appendix B - Site Maps Appendix C - Construction General Permit Appendix D - NOI and Acknowledgement Letter from EPA/State Appendix E- Inspection Reports Template Appendix F- Corrective Action Log (or in Part 5.3) Template Appendix G - SWPPP Amendment Log (or in Part 6.2) Appendix H- Subcontractor Certifications/Agreements Appendix 1- Grading and Stabilization Activities Log (or in Part 6.1) Appendix J- Training Log Appendix K- Delegation of Authority Appendix L - Additional Information (i.e., Endangered Species and Historic Preservation Documentation) 49 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix A — General Location Map North o g ._School i - f i 3\ North Andover High School - \ _ Overview About F a \, \\ \ \\ _ c `; bons�- S3ve N a,- ems.. e -hare - - - - - 4 .tee �� '- �` \\\.' \ \\ \_ •- �\. - '.ti, -e phone 430 Osgood St North AnUbver.MA Oi845 ,..� -ter.- s t` 4. - _ - - e a i n-v ort=Andover,Massachusetts -Your Maps activi.v E> Ad- label o . - e. 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I -�� I , , , \ � , , , �,\\� ,� ,�, - ,� -11 ` Tm - , ........... ,\\,-� " ` �� Z-1-\----::-\---, � ,� \ - - On?. ..1; ", � l-i,"\,- �,\:, ---1k---------.;-z- V , . 4051tyok P,1)()it py\0, � , , \,\" ��,x " ,,�-- �, ,,�,\ 2 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA NHESP Rare Species: See Details on Next Page and Appendix L for additional information. 1 ivy V i, MINu�muiw i� J,f r urrt i Ut nay' rosmmimnnnnnnnnnnnnnnnnnnnnnnnn , United States Department of the Interior FISH AND WILDLIFE SERVICE New England Ecological Services Field Office' 70 Commercial Street, Suite 300 Concord,NH 03301-5094 Phone: (603)223-2541 Fax: (603)223-0104 In Reply Refer To: 06/24/2025 04:27:02 UTC Project Code: 2025-0112995 Project Name: North Andover High School Athletic Campus Improvements Subject: List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: e( 411,212023 - Please review this letter each time you request an Official Species List, we will continue to update it with additional information and links to websites may change. About Official Species Lists The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Federal and non-Federal project proponents have responsibilities under the Act to consider effects on listed species. The enclosed species list identifies threatened, endangered, proposed, and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. The Service recommends that verification be completed by visiting the IPaC website at regular intervals during project planning and implementation for updates to species lists and information.An updated list may be requested by returning to an existing prof ect's page in IPaC. Endangered Species Act Project Review Please visit the "New England Field Office Endangered Species Project Review and Consultation"website for step-by-step instructions on how to consider effects on listed ro species and prepare and submit a project review package if necessary: https://www.fws.gov/office/new-england-ecological-services/endangered-species-proj ect-review *NOTE* Please do not use the Consultation Package Builder tool in IPaC except in specific situations following coordination with our office. Please follow the project review guidance on our website instead and reference your Project Code in all correspondence. Northern Long-eared Bat - (Updated 2/2023) The Service published a final rule to reclassify the northern long-eared bat (NLEB) as endangered on November 30, 2022. The final rule went into effect on March 31, 2023. You may utilize the Northern Long-eared Bat Rangewide Determination Key available in IPaC. More information about this Determination Key and the Interim Consultation Framework are available on the northern long-eared bat species page: https://www.fws. ov/species/northern-long-eared-bat-myotis-septentrionalis For projects that previously utilized the 4(d) Determination Key, the change in the species' status may trigger the need to re-initiate consultation for any actions that are not completed and for which the Federal action agency retains discretion once the new listing determination becomes effective. If your project was not completed by March 31, 2023, and may result in incidental take of NLEB, please reach out to our office at newengland@fws.gov to see if reinitiation is necessary. Additional Info About Section 7 of the Act Under section 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to determine whether projects may affect threatened and endangered species and/or designated critical habitat. If a Federal agency, or its non-Federal representative, determines that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Federal agency also may need to consider proposed species and proposed critical habitat in the consultation. 50 CFR 402.14(c)(1) specifies the information required for consultation under the Act regardless of the format of the evaluation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: https://www.fws.gov/service/section-7-consultations In addition to consultation requirements under Section 7(a)(2) of the ESA, please note that under sections 7(a)(1) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species. Please contact NEFO if you would like more information. Candidate species that appear on the enclosed species list have no current protections under the ESA. The species' occurrence on an official species list does not convey a requirement to 2 of... ro consider impacts to this species as you would a proposed, threatened, or endangered species. The ESA does not provide for interagency consultations on candidate species under section 7, however, the Service recommends that all project proponents incorporate measures into projects to benefit candidate species and their habitats wherever possible. Migratory Birds In addition to responsibilities to protect threatened and endangered species under the Endangered Species Act (ESA), there are additional responsibilities under the Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from project-related impacts.Any activity resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more information regarding these Acts see: https://www.fws.gov/program/migratory-bird-permit -bird-permit https://www.fws.gov/library/collections/bald-and-golden-eagle-mana ement Please feel free to contact us at newengland@fws.gov with your Project Code in the subject line if you need more information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Attachment(s): Official Species List Attachment(s): ■ Official Species List OFFICIAL SPECIES LIST This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: New England Ecological Services Field Office 70 Commercial Street, Suite 300 Concord, NH 03301-5094 (603) 223-2541 3 of... PROJECT SUMMARY Project Code: 2025-0112995 Project Name: North Andover High School Athletic Campus Improvements Project Type: Recreation - Maintenance /Modification Project Description: The proposed improvements include installing an infilled multipurpose synthetic turf field at the location of the existing baseball field with associated appurtenances and perimeter bituminous concrete walkway, athletic lighting improvements, reconstruction of the existing bituminous concrete tennis courts in the same footprint with proposed stone infiltration trench, install new bituminous concrete walkway and associated bleachers on concrete pad, relocation of various track and field events within the existing athletic fields, stormwater management BMP's, removal of asphalt walkway and associated collapsed culvert and restoration of that wetland/stream footprint, excavation and removal of gravel parking area and relocating gravel access drive. The size of disturbance is approximately 7 acres and construction is from July to December 2025. Project Location: The approximate location of the project can be viewed in Google Maps: htt s:// www.google.com/maps/@42.70111045,-71.116322543183,14z R �„ IIIIII�' a y 41� JJ s r, �r i IIII'(N,f un w can 'j y ,a Counties: Essex County, Massachusetts 4 of... ENDANGERED SPECIES ACT SPECIES There is a total of 3 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries1, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. 1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. 5 of... MAMMALS NAME STATUS Northern Long-eared Bat Myotis septentrionalis Endangered No critical habitat has been designated for this species. Species profile:https:Hecos.fws.gov/ecp/species/9045 Tricolored Bat Perimyotis sub flavus Proposed No critical habitat has been designated for this species. Endangered Species profile:https:Hecos.fws.gov/ecp/species/10515 INSECTS NAME STATUS Monarch Butterfly Danaus plexippus Proposed There is proposed critical habitat for this species.Your location does not overlap the critical Threatened habitat. Species profile:https:Hecos.fws.gov/ecp/species/9743 CRITICAL HABITATS THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. YOU ARE STILL REQUIRED TO DETERMINE IF YOUR PROJECT(S)MAY HAVE EFFECTS ON ALL ABOVE LISTED SPECIES. 6 of... Project code: 2025-0112995 06/24/2025 04:27:02 UTC IPAC USER CONTACT INFORMATION Agency: Private Entity Name: Hipolito Aguilera Address: 494 Woonasquatucket Ave Address Line 2: STE 412 City: North Providence State: RI Zip: 02911 Email ha@nesraeng.com Phone: 5087232403 7of7 PND gTMOSp�yE�/C il. P� 90 ®® ? Drawn Action Area & OverlappingS7 Consultation Areas oFpAR'MEN I OF Area of Interest (A01) Information Area : 80.04 acres Jun 24 2025 1:24:17 Eastern Daylight Time P r a 0 r J81', Summary Name Count Area(acres) Length(mi) Atlantic Sturgeon 0 0 N/A Shortnose Sturgeon 0 0 N/A Atlantic Salmon 0 0 N/A Sea Turtles 0 0 N/A Atlantic Large Whales 0 0 N/A In or Near Critical Habitat 0 0 N/A Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix C — Construction General Permit Npdes Permit Number: MARIOOSTQ. See Details On Next Page. 2 NPDES UNITED STATES ENVIRONMENTAL PROTECTION AGENCY FORM FORM �`,EPq WASHINGTON,DC 20460 Approved OMB No. 3510-9 NOTICE OF INTENT(NOI)FOR THE 2022 NPDES CONSTRUCTION PERMIT 2040-0305 Expires on 02/28/2025 This collection of information is approved by OMB under the Paperwork Reduction Act,44 U.S.C.3501 et seq.(OMB Control No.2040-0305).Responses to this collection of information are mandatory in accordance with this permit and EPA NPDES regulations(40 CFR 122.28(b)(2)).An agency may not conduct or sponsor,and a person is not required to respond to,a collection of information unless it displays a currently valid OMB control number.The public reporting and recordkeeping burden for this collection of information are estimated to average 1.1 to 19.6 hours per response.Send comments on the Agency's need for this information,the accuracy of the provided burden estimates and any suggested methods for minimizing respondent burden to the Regulatory Support Division Director,U.S.Environmental Protection Agency(2821T),1200 Pennsylvania Ave.,NW,Washington,D.C.20460.Include the OMB control number in any correspondence.Do not send the completed form to this address. Permit Information v NPDES ID:MAR1005TQ State/Territory to which your project/site is discharging:MA Is your project/site located on federally recognized Indian Country lands?No Is your project/site located on Lands of Exclusive Federal Jurisdiction?No Are you requesting coverage under this NO as a" t"as defined in Appendix A(https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-a-definitions.pdf)?No Federal Operator"or a"Federal Fa F"I"I " Have stormwater discharges from your current construction site been covered previously under an NPDES permit?No Will you use polymers,flocculants,or other treatment chemicals at your construction site?No Has a Stormwater Pollution Prevention Plan(SWPPP)been prepared in advance of filling this NOI,as required?Yes Are you able to demonstrate that you meet one of the criteria listed in Appendix D(https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-d-endangered-species-protection.pdf)with respect to protection of threatened or endangered species listed under the Endangered Species Act(ESA)and federally designated critical habitat? Yes Have you completed the screening process in Appendix E(https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-e-historic-properties.pdf)relating to the protection of historic properties?Yes Indicating"Yes"below,I confirm that I understand that CGP only authorized the allowable stormwater discharges in Part 1.2.1 and the allowable non-stormwater discharges listed in Part 1.2.2.Any discharges not expressly authorized in this permit cannot become authorized or shielded from liability under CWA section 402(k)by disclosure to EPA,state or local authorities after issuance of this permit via any means,Including the Notice of Intent(NOI)to be covered by the permit,the Stormwater Pollution Prevention Plan(SWPPP),during an Inspection,etc.If any discharges requiring NPDES permit coverage other than the allowable stormwater and non-stormwater discharges listed in Parts 1.2.1 and 1.2.2 will be discharged,they must be covered under another NPDES permit. Yes Operator Information v Operator Information Operator Name:Heimlich Landscaping&Construction Corp. Operator Mailing Address: Address Line 1:65 Burlington Street Address Line 2: City:Woburn ZIP/Postal Code:01801 State/Province:MA County or Similar Division:Middlesex Country:US Operator Point of Contact Information First Name Middle Initial Last Name:Todd Heimlich Title:Owner Phone:781-838-0462 Ext.: Email:hip@cozmoworld.com NOI Preparer Information D This NOI is being prepared by someone other than the certifier. Project/Site Information v Project/Site Name:North Andover High School Athletic Campus Improvements Project/Site Address Address Line 1:430 OSGOOD STREET Address Line 2: City:North Andover ZIP/Postal Code:01845 State:MA County or Similar Division:Essex Latitude/Longitude:42.70074°N,71.11654°W Latitude/Longitude Data Source:Map Horizontal Reference Datum:WGS 84 Project Start Date:07/08/2025 Project End Date: 12/12/2025 Estimated Area to be Disturbed:7 Types of Construction Sites: 0 Renovation Construction Project of existing athletic facilities. Will there be demolition of any structure built or renovated before January 1,1980?No Will you be discharging dewatering water from your site?No Was the pre-development land use used for agriculture?No Are there other operators that are covered under this permit for the same project site?No Have earth-disturbing activities commenced on your project/site?No Is your project/site located on federally recognized Indian Country lands?No Is your project/site located on a property of religious or cultural significance to an Indian tribe?No Discharge Information v Does your project/site discharge stormwater into a Municipal Separate Storm Sewer System(MS4)?Yes Are there any waters of the U.S.within 50 feet of your project's earth disturbances?No Are any of the waters of the U.S.to which you discharge designated by the state or tribal authority under its antidegradation policy as a Tier 2(or Tier 2.5)water(water quality exceeds levels necessary to support propagation of fish,shellfish,and wildlife and recreation in and on the water)or as a Tier 3 water(Outstanding National Resource Water)?See Resources,Tools and Templates(https://www.epa.gov/npdes/construction- general-permit-resources-tools-and-templates) No ID:001 Name:Wetlands Description:Wetlands Latitude/Longitude:42.702554°N,71.115808°W Tier Designation: N/A Is this receiving water impaired(on the CWA 303(d)list)?No Has a TMDL been completed for this receiving waterbody?No ID:002 Name:Wetlands Description:Wetlands Latitude/Longitude:42.698191°N,71.116368°W Tier Designation: N/A Is this receiving water impaired(on the CWA 303(d)list)?No Has a TMDL been completed for this receiving waterbody?No ID:003 Name:Wetlands Description:Wetlands Latitude/Longitude:42.698123°N,71.115285°W Tier Designation: N/A Is this receiving water impaired(on the CWA 303(d)list)?No Has a TMDL been completed for this receiving waterbody?No Stormwater Pollution Prevention Plan(SWPPP) v Will all required personnel,including those conducting inspections at your site,meet the training requirements in Part 6 of this permit?Yes First Name Middle Initial Last Name:Hipolito Aguilera Title:Construction Supervisor Phone:508-723-2403 Ext.: Email:ha@nesraeng.com Endangered Species Protection Worksheet:Criterion C v Determine ESA Eligibility Criterion Are your discharges and discharge-related activities already addressed in another operator's valid certification of eligibility for your"action area"under the current 2022 CGP?No Has consultation between you,a Federal Agency,and the USFWS and/or the NMFS under section 7 of the Endangered Species Act(ESA)concluded?No Are your construction activities the subject of a permit under section 10 of the ESA by the USFWS and/or NMFS,and this authorization addresses the effects of your site's discharges and discharge-related activities on ESA-listed species and/or designated critical habitat? No You must determine whether species listed as either threatened or endangered,or their critical habitat(s)are located in your site's action area(i.e.,all areas to be affected directly or indirectly by the federal action and not merely the immediate area involved in the action,including areas beyond the footprint of the site that are likely to be affected by stormwater discharges,discharge-related activities,and authorized non-stormwater discharges). Determine your Action Area You must consider the following in determining the action area for your site,and confirm that all the following are true: *+ In determining my"action area",I have considered that discharges of pollutants into downstream areas can expand the action area well beyond the footprint of my site and the discharge point(s).I have taken into account the controls I will be implementing to minimize pollutants and the receiving waterbody characteristics(e.g.,perennial,intermittent,ephemeral)in determining the extent of physical,chemical,and/or biotic effects of the discharges.I confirm that all receiving waterbodies that could receive pollutants from my site are included in my action area. True 1+ In determining my"action area",I have considered that discharge-related activities must also be accounted for in determining my action area.I understand that discharge-related activities are any activities that cause,contribute to,or result in stormwater and authorized non-stormwater point source discharges,and measures such as the siting,construction timing,and operation of stormwater controls to control,reduce, or prevent pollutants from being discharged.I understand that any new or modified stormwater controls that will have noise or other similar effects,and any disturbances associated with construction of controls, are part of my action area. Tru e Determine is ESA-listed species and/or critical habitat are in your site action area. ESA-listed species and designated critical habitat are under the purview of the NMFS and the USFWS,and in many cases,you will need to acquire species and critical habitat lists from both federal agencies. National Marine Fisheries Service(NMFS) For NMFS species and designated critical habitat information,use the following webpage: • https://www.epa.gov/npdes/construction-general-permit-cgp-threatened-and-endangered-species-eligibility(https://www.epa.gov/npdes/construction-general-permit-cgp-threatened-and-endangered-species-eligibility) I have checked the webpage listed above and confirmed that: There are no NMFS-protected species and/or designated critical habitat in my action area. There are NMFS-protected species and/or designated critical habitat in my action area. U.S. Fish and Wildlife Service(USFWS) For USFWS species and critical habitat information,use the following webpage: • https://www.epa.gov/npdes/construction-general-permit-cgp-threatened-and-endangered-species-eligibility(https://www.epa.gov/npdes/construction-general-permit-cgp-threatened-and-endangered-species-eligibility) I have checked the webpage listed above and confirmed that: There are no FWS-protected species and/or designated critical habitat in my action area. There are FWS-protected species and/or designated critical habitat in my action area. For FWS species,include the full printout from your IPaC query/Official Species List. Name Uploaded Date Size Binder1-IPAC Review and Consultation.pdf(attachment/2054445) 06/24/2025 978.43 KB Species List_New England Ecological Services Field Office(2).pdf(attachment/2054446) 06/24/2025 258.23 KB You may be eligible under Criterion C.You must assess whether your discharges or discharge-related activities are likely to result in short-or long-term adverse effects to ESA-listed threatened or endangered species or designated critical habitat.In order to make a determination of your site's likelihood of short-or long-term adverse effects,you must complete the Criterion C Eligibility fields below. Discharges not likely to result in any short-or long-term adverse effects to ESA-listed species and/or designated critical habitat.True You are eligible under Criterion C. I confirm that both ESA-listed species and designated critical habitat under the jurisdiction of the USFWS and/or NMFS were considered in my evaluation.Yes Identify the USFWS information sources used(Note:state resources are not acceptable): Website https://ipac.ecosphere.fws.gov/, conducted an IPAC review, long-eared bats are not in the action area and bat hibernaculu m is over 88 miles away. Identify the NMFS information sources used(Note:state resources are not acceptable): https://noaa.maps.arcgis.com/; NOAA Mapper, IPAC review. You must provide a list of all ESA-listed species and/or designated critical habitat that are located in your"action area".Select one of the options below and provide the required information: Option 1:Enter ESA-listed species Option 2:Attach the species list(s) y Attach a printout of the species list(s)showing all ESA-listed species and/or designated critical habitat located in your"action area"using the space below:8, Name Uploaded Date Size A Binderl-IPAC Review and Consultation.pdf(attach ment/20 54447) 06/24/2025 978.43 KB Letter 20250624 NE TATRI_CLR_BAT RW.pdf(attachment/2054448) 06/24/2025 286.61 KB NMFS Mapper-No critical species.pdf(attachment/2054449) 06/24/2025 409.16 KB Species List New England Ecological Services Field Office(2).pdf(attachment/2054450) 06/24/2025 258.23 KB What is the distance between your site and the ESA-listed species and/or designated critical habitat within the action area(in miles,state"on site"if the ESA-listed species and/or designated critical habitat is within the area to be disturbed)? 1 Provide the rationale describing specifically how adverse effects to ESA-listed species will be avoided from the discharge and discharge-related activities. The species flagged by the IPaC system are listed as "possible," but there is no evidence or indication that these species are pr esent in the immediate project vicinity. Please note that the proposed work will not involve any tree removal or dewatering activ ities. In addition, all resource areas will be fully protected through the use of erosion and sediment controls, including silt f ences, straw wattles, and filter fabric on all catch basins within the work area to prevent sediment from entering sensitive area S. Attach a copy of your site map showing the upland and in-water extent of your"action area".8 Note:A copy of this site map must also be included with your SWPPP Name Uploaded Date Size 430 OSGOOD STREET-ACTION AREA.png(attach ment/2054451) 06/24/2025 4.27 MB Have you provided documentation in your SWPPP supporting your eligibility under Criterion C?Yes Historic Preservation v Are you installing any stormwater controls as described in Appendix E(https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-e-historic-properties.pdf)that require subsurface earth disturbances?(Appendix E(https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-e-historic-properties.pdf),Step 1) Yes 1+ Have prior surveys or evaluations conducted on the site already determined historic properties do not exist,or that prior disturbances have precluded the existence of historic properties?(Appendix E (https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-e-historic-properties.pdf),Step 2): Yes Certification Information v I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true, accurate,and complete.I have no personal knowledge that the information submitted is other than true,accurate,and complete.I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations.Signing an electronic document on behalf of another person is subject to criminal,civil,administrative,or other lawful action. Certified By:HipolitoAguilera Certifier Title:Senior Project Manager Certifier Email:ha@nesraeng.com Certified On:06/24/2025 1:48 AM ET Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix D — N01 and Acknowledgement Letter from EPA/State United States Fish and Wildlife Service: See Details on Next Page. 3 VIA., . ivy V i, MINu�muiw i� J,f r urrt i Ut nay' rosmmimnnnnnnnnnnnnnnnnnnnnnnnn , United States Department of the Interior r' d i d, u ' r "',�OIIIIIVouooiii u°� FISH AND WILDLIFE SERVICE New England Ecological Services Field Office' 70 Commercial Street, Suite 300 Concord,NH 03301-5094 Phone: (603)223-2541 Fax: (603)223-0104 In Reply Refer To: 06/24/202 5 04:2 7:39 UTC Project code: 2025-0112995 Project Name: North Andover High School Athletic Campus Improvements Federal Nexus: no Federal Action Agency (if applicable): Subject: Record of project representative's no effect determination for 'North Andover High School Athletic Campus Improvements' Dear Hipolito Aguilera: This letter records your determination using the Information for Planning and Consultation (IPaC) system provided to the U.S. Fish and Wildlife Service (Service) on June 24, 2025, for 'North Andover High School Athletic Campus Improvements' (here forward, Project). This project has been assigned Project Code 2025-0112995 and all future correspondence should clearly reference this number. Please carefully review this letter. Ensuring Accurate Determinations When Using IPaC The Service developed the IPaC system and associated species' determination keys in accordance with the Endangered Species Act of 1973 (ESA; 87 Stat. 884, as amended; 16 U.S.C. 1531 et seq.) and based on a standing analysis.All information submitted by the Project proponent into IPaC must accurately represent the full scope and details of the Project. Failure to accurately represent or implement the Project as detailed in IPaC or the Northern Long-eared Bat and Tricolored Bat Range-wide Determination Key (Dkey), invalidates this letter.Answers to certain questions in the DKey commit the project proponent to implementation of conservation measures that must be followed for the ESA determination to remain valid. Determination for the Northern Long-Eared Bat and/or Tricolored Bat Based upon your IPaC submission and a standing analysis, your project has reached the following effect determinations: Species Listing Status Determination Northern Long-eared Bat (Myotis septentrionalis) Endangered No effect IIII I' I I �. S ,m U Tricolored Bat (PerimY otis sub flavus) Proposed No effect Endangered Federal agencies must consult with U.S. Fish and Wildlife Service under section 7(a)(2) of the Endangered Species Act (ESA) when an action may affect a listed species. Tricolored bat is proposed for listing as endangered under the ESA, but not yet listed. For actions that may affect a proposed species, agencies cannot consult, but they can confer under the authority of section 7(a) (4) of the ESA. Such conferences can follow the procedures for a consultation and be adopted as such if and when the proposed species is listed. Should the tricolored bat be listed, agencies must review projects that are not yet complete, or projects with ongoing effects within the tricolored bat range that previously received a NE or NLAA determination from the key to confirm that the determination is still accurate. To make a no effect determination, the full scope of the proposed project implementation (action) should not have any effects (either positive or negative), to a federally listed species or designated critical habitat. Effects of the action are all consequences to listed species or critical habitat that are caused by the proposed action, including the consequences of other activities that are caused by the proposed action.A consequence is caused by the proposed action if it would not occur but for the proposed action and it is reasonably certain to occur. Effects of the action may occur later in time and may include consequences occurring outside the immediate area involved in the action. (See § 402.17). Under Section 7 of the ESA, if a federal action agency makes a no effect determination, no consultation with the Service is required (ESA§7). If a proposed Federal action may affect a listed species or designated critical habitat, formal consultation is required except when the Service concurs, in writing, that a proposed action "is not likely to adversely affect" listed species or designated critical habitat [50 CFR §402.02, 50 CFR§402.13]. Other Species and Critical Habitat that May be Present in the Action Area The IPaC-assisted determination key for the northern long-eared bat and tricolored bat does not apply to the following ESA-protected species and/or critical habitat that also may occur in your Action area: ■ Monarch Butterfly Danaus plexippus Proposed Threatened You may coordinate with our Office to determine whether the Action may affect the animal species listed above and, if so, how they may be affected. Next Steps If there are no updates on listed species, no further consultation/coordination for this project is required with respect to the species covered by this key. However, the Service recommends that project proponents re-evaluate the Project in IPaC if: 1) the scope, timing, duration, or location of the Project changes (includes any project changes or amendments); 2) new information reveals the Project may impact (positively or negatively) federally listed species or designated critical habitat; or 3) a new species is listed, or critical habitat designated. If any of the above conditions IIII I' I I �. S ,m U occurs, additional coordination with the Service should take place to ensure compliance with the Act. If you have any questions regarding this letter or need further assistance, please contact the New England Ecological Services Field Office and reference Project Code 2025-0112995 associated with this Project. III','YIKeyII slii a ,III IIII: � ��IIIIIIIIIIII� IIII: � ��5 ... 5 3 of 9 IIII r ...c � � IIII Illf Illf IIII .: '' Action Description You provided to IPaC the following name and description for the subject Action. 1. Name North Andover High School Athletic Campus Improvements 2. Description The following description was provided for the project 'North Andover High School Athletic Campus Improvements': The proposed improvements include installing an infilled multipurpose synthetic turf field at the location of the existing baseball field with associated appurtenances and perimeter bituminous concrete walkway, athletic lighting improvements, reconstruction of the existing bituminous concrete tennis courts in the same footprint with proposed stone infiltration trench, install new bituminous concrete walkway and associated bleachers on concrete pad, relocation of various track and field events within the existing athletic fields, stormwater management BMP's, removal of asphalt walkway and associated collapsed culvert and restoration of that wetland/stream footprint, excavation and removal of gravel parking area and relocating gravel access drive. The size of disturbance is approximately 7 acres and construction is from July to December 2025. The approximate location of the project can be viewed in Google Maps: htt s:// www.g0000gle.com/maps/@42.70111045,-71.116322543183,14z G �� IIIIII�' dJ« P IV r J M,, nr i F h wm L V, w r IN � u " r i r y I rtrt r^ y IIIL. IIII IIII t,i b III IIII IIII i IIII 5 IIII I' I I �. S ,m U DETERMINATION KEY RESULT Based on the information you provided, you have determined that the Proposed Action will have no effect on the species covered by this determination key. Therefore, no consultation with the U.S. Fish and Wildlife Service pursuant to Section 7(a)(2) of the Endangered Species Act of 1973 (87 Stat. 884, as amended 16 U.S.C. 1531 et seq.) is required for those species. QUALIFICATION INTERVIEW 1. Does the proposed project include, or is it reasonably certain to cause, intentional take of listed bats or any other listed species? Note: Intentional take is defined as take that is the intended result of a project.Intentional take could refer to research,direct species management,surveys,and/or studies that include intentional handling/encountering, harassment, collection, or capturing of any individual of a federally listed threatened,endangered or proposed species? No 2. Is the action area wholly within Zone 2 of the year-round active area for northern long- eared bat and/or tricolored bat? Automatically answered No 3. Does the action area intersect Zone 1 of the year-round active area for northern long-eared bat and/or tricolored bat? Automatically answered No 4. Does any component of the action involve leasing, construction or operation of wind turbines?Answer 'yes' if the activities considered are conducted with the intention of gathering survey information to inform the leasing, construction, or operation of wind turbines. Note: For federal actions,answer`yes'if the construction or operation of wind power facilities is either(1)part of the federal action or(2)would not occur but for a federal agency action(federal permit,funding,etc.). No 5. Is the proposed action authorized, permitted, licensed, funded, or being carried out by a Federal agency in whole or in part? No 6. [Semantic] Is the action area located within 0.5 miles of a known bat hibernaculum? Note: The map queried for this question contains proprietary information and cannot be displayed. If you need additional information, please contact your State wildlife agency. Automatically answered No IIII:: IIII .. III�liii �� � ... , ...., ,'� .. r IIII � ��IIII IIII IIII IIII 1 � i 9 IIII l ,j c 5 ,995 lf„ ..c r Illl c..or� 43& IIII 38 / � U IIFC 7. Does the action area contain any winter roosts or caves (or associated sinkholes, fissures, or other karst features), mines, rocky outcroppings, or tunnels that could provide habitat for hibernating bats? No 8. Does the action area contain (1) talus or (2) anthropogenic or naturally formed rock shelters or crevices in rocky outcrops, rock faces or cliffs? No 9. Will the action cause effects to a bridge? Note: Covered bridges should be considered as bridges in this question. No 10. Will the action result in effects to a culvert or tunnel at any time of year? No 11. Are trees present within 1000 feet of the action area? Note: If there are trees within the action area that are of a sufficient size to be potential roosts for bats answer "Yes".If unsure,additional information defining suitable summer habitat for the northern long-eared bat and tricolored bat can be found in Appendix A of the USFWS'Range-wide Indiana Bat and Northern long-eared bat Survey Guidelines at:https://www.fws.gov/media/range-wide-indiana-bat-and-northern-long-eared-bat-survey- guidelines. No 12. Does the action area intersect the northern long-eared bat species list area? Automatically answered Yes 13. [Semantic] Is the action area located within 0.5 miles of radius of an entrance/opening to any known NLEB hibernacula? Note: The map queried for this question contains proprietary information and cannot be displayed. If you need additional information, please contact your State wildlife agency. Automatically answered No 14. [Semantic] Is the action area located within 0.25 miles of a culvert that is known to be occupied by northern long-eared or tricolored bats? Note: The map queried for this question contains proprietary information and cannot be displayed.If you need additional information,please contact your State wildlife agency. Automatically answered No 15. [Semantic] Is the action area located within 0.25 miles of a culvert that is known to be occupied by northern long-eared or tricolored bats? Automatically answered No IIII:: IIII .. III§iii �� �� ... �� ....IIII : � IIIIIIIIIIII IIII 1 9 IIII I' I I �. 5 ,m U 16. [Semantic] Is the action area located within 150 feet of a documented northern long-eared bat roost site? Note: The map queried for this question contains proprietary information and cannot be displayed. If you need additional information, please contact your State wildlife agency.Have you contacted the appropriate agency to determine if your action is within 150 feet of any documented northern long-eared bat roosts? Note:A document with links to Natural Heritage Inventory databases and other state- specific sources of information on the locations of northern long-eared bat roosts is available here. Location information for northern long-eared bat roosts is generally kept in state natural heritage inventory databases—the availability of this data varies by state. Many states provide online access to their data, either directly by providing maps or by providing the opportunity to make a data request. In some cases, to protect those resources, access to the information may be limited. Automatically answered No 17. Does the action area intersect the tricolored bat species list area? Automatically answered Yes 18. [Semantic] Is the action area located within 0.5 miles of radius of an entrance/opening to any known tricolored bat hibernacula? Note: The map queried for this question contains proprietary information and cannot be displayed. If you need additional information, please contact your State wildlife agency. Automatically answered No 19. [Semantic] Is the action area located within 0.25 miles of a culvert that is known to be occupied by northern long-eared or tricolored bats? Note:The map queried for this question contains proprietary information and cannot be displayed.If you need additional information,please contact your State wildlife agency. Automatically answered No 20. Do you have any documents that you want to include with this submission? No III','YIKey versIIIanIIII u6III IIII IIII i IIII l 9/2025 ... IIII I' I I �. S ,m U PROJECT QUESTIONNAIRE ����',,Y��K. Ver§Iari u6hIII§�'i �� l 5[ 9/2025 8 of 9 IIII I' I I �. S ,m U IPAC USER CONTACT INFORMATION Agency: Private Entity Name: Hipolito Aguilera Address: 494 Woonasquatucket Ave Address Line 2: STE 412 City: North Providence State: RI Zip: 02911 Email ha@nesraeng.com Phone: 5087232403 IIII:: IIII .. II§ a ,III IIII: � ��IIIIIIIIIIII� IIII: � ��5 ... 5 9 Of 9 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix E — Inspection Reports Stormwater Construction Site Inspection Report General Information Project Name: Location: Date of Inspection: Start/End Time: Inspector's Name: Inspector's Title: P.E. Inspector's Contact Information: Describe present phase of construction: Type of Inspection: ❑ Regular El Pre-storm event El During storm event El Post-storm event Weather Information Has there been a storm event since the last inspection? ❑Yes ❑ No If yes, provide: Storm Start Date &Time: Storm Duration (hrs): Approximate Amount of Precipitation (in): EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Weather at time of this inspection? ❑ Clear ❑ Cloudy ❑ Rain ❑ Sleet ❑ Fog ❑ Snowing ❑ High Winds : ❑ Other: Temperature: Have any discharges occurred since the last inspection? ❑ Yes ❑ No If yes, describe: Are there any discharges at the time of inspection? ❑Yes ❑ No If yes, describe: EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA overall Site Issues General site locations/issues assessed during inspection. BMP/activity Implemented? Maintenance Corrective Action Needed and Notes Required? 1. All inactive slopes ❑ Yes ❑ No ❑ Yes ❑ No and disturbed areas have been stabilized. 2. Are natural ❑ Yes ❑ No ❑ Yes ❑ No resource areas (e.g., streams, wetlands, mature trees, etc.) protected with barriers or similar BMPs? 3. Are a I I sanitary ❑ Yes ❑ No ❑ Yes ❑ No waste receptacles placed in secondary containment and free of I ea ks? 4. Are perimeter ❑ Yes ❑ No ❑ Yes ❑ No controls and sediment barriers adequately installed EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA (keyedinto substrate) and maintained? 5. Are discharge ❑ Yes ❑ No ❑ Yes ❑ No points and receiving waters free of any sediment deposits? 6. Are storm drain ❑ Yes ❑ No ❑ Yes ❑ No inlets properly protected? 7. Is the construction ❑ Yes ❑ No ❑ Yes ❑ No exit preventing sediment from being tracked into the street? 8. Is trash/litter from ❑ Yes ❑ No ❑ Yes ❑ No work areas collected and placed in covered dumpsters? 9. Are vehicle and ❑ Yes ❑ No ❑ Yes ❑ No equipment fueling, cleaning, and maintenance areas free of spills, leaks, or EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA any other deleterious material? 10. Are materials ❑ Yes ❑ No ❑ Yes ❑ No that are potential stormwater contaminants stored inside or under cover? 11. Are non- ❑ Yes ❑ No ❑ Yes ❑ No stormwater discharges (e.g., wash water, dewatering) properly controlled? 12. (Other) ❑Yes ❑ No ❑Yes ❑ No Certification Statement "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Signature of Inspector Date EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix F — Corrective Action Log Project Name: SWPPP Contact: Inspection Inspector Description of BMP Deficiency Corrective Action Needed (including Date Action Date Name(s) planned date/responsible person) Taken/Responsible person EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix G — SWPPP Amendment Log Project Name: SWPPP Contact: Amendment No. Description of the Amendment Date of Amendment Amendment Prepared by [Name(s) and Title] 1 Notice of Intent(NOI) for the NPDES Construction Permit 7/8/25 Hip Aguilera, CSI, CSL received. Construction Supervisor EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix H — Subcontractor Certifications/Agreements SUBCONTRACTOR CERTIFICATION STORMWATER POLLUTION PREVENTION PLAN Project Number: Project Title: Operator(s): As a subcontractor, you are required to comply with the Stormwater Pollution Prevention Plan (SWPPP)for any work that you perform on-site. Any person or group who violates any condition of the SWPPP may be subject to substantial penalties or loss of contract. You are encouraged to advise each of your employees working on this project of the requirements of the SWPPP. A copy of the SWPPP is available for your review at the office trailer. Each subcontractor engaged in activities at the construction site that could impact stormwater must be identified and sign the following certification statement: certify under the penalty of law that I have read and understand the terms and conditions of the SWPPP for the above designated project and agree to follow the BMPs and practices described in the SWPPP. This certification is hereby signed in reference to the above-named project: Company: Address: Telephone Number: Type of construction service to be provided: Signature: Title: Date: EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix I — Grading and Stabilization Activities Log Project Name: SWPPP Contact: Date Description of Grading Activity Date Grading Date When Description of Stabilization Measure and Grading Activity Ceased Stabilization Location Activity (Indicate Measures are Initiated Temporary or Initiated Permanent EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix J — SWPPP Training Log Stormwater Pollution Prevention Training Log Project Name: Project Location: Instructor's Name(s): Instructor's Title(s): Course Location: Date: Course Length (hours): Stormwater Training Topic: (check as appropriate) + Erosion Control BMPs + Emergency Procedures + Sediment Control BMPs + Good Housekeeping BMPs + Non-Stormwater BMPs Specific Training Objective: Attendee Roster: (attach additional pages as necessary) No. Name of Attendee Company 1 2 3 4 5 6 7 8 9 10 EPA SWPPP Template,Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix K — Delegation of Authority Form Delegation of Authority I, (name), hereby designate the person or specifically described position below to be a duly authorized representative for the purpose of overseeing compliance with environmental requirements, including the Construction General Permit, at the construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit. (name of person or position) (company) (address) (city, state, zip) (phone) By signing this authorization, I confirm that I meet the requirements to make such a designation as set forth in (Reference State Permit), and that the designee above meets the definition of a"duly authorized representative" as set forth in (Reference State Permit). I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name: Company: Title: Signature: Date: EPA SWPPP Template,Version 11, September 17, 2007 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix L — Additional Information (Order of Conditions) See Next Page. EPA SWPPP Template,Version 1.1, September 17, 2007 7_103 3 '71 At For Registry of Deeds Use Only Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number- WPA Form 18B — Certificate of Compliance Part. CofC Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 #242-1045 Provided by DEP A. Project I nfo rmation Important: When filling out 1 This Certificate of Compliance is issued to: forms on the computer, use Pamela Lathrop - North Andover Public Schools ............. only the tab key Name to move your 566 Main Street cursor-do not ...................................... ...... -------------------- use the return Mailing Address key, North Andover MA 01845 ——------City/Town State Zip Code 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions o r Order of Resource Area Delineation issued to: North Andover School Committee law Name March 1, 2001 242-1045 ............. ..................... ...... ------...... Dated DEP File Number 3. The project site is located at: 430 Osgood Street- Nigh School North Andover 9 ------------- Street Address City/Town Map 94 Lot 3 . ................. ...... Assessors Map/Plat Number Parcel/Lot Number The final Order of Conditions or Order of Resource Area Delineation was recorded at the Registry of Deeds for: ---- ------ ........—-------- ............. ......-—------................. Property Owner(if different) Northern Essex 6195 9 ....................... .......... County Book Page _ ................ ....... ......._........................___-----...... Certificate 4. A site inspection was made in the presence of the applicant, or the applicant's agent, on, 02-10-25 Date B., C ertification Check all that apply: Complete Certification- It is hereby certified that the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. wpafrm8b.doc-rev.7/112021 WPA Form 8B,Certificate of Compliance-Page 1 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: ►1VPA Form 8B — Certificate of Compliance Part. CofC Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 #242-1045 Provided by DEP B. Certification (cont.) E Partial Certification: It is hereby certified that only the following portions of work regulated by the above-referenced Order of Conditions have been satisfactorily completed.The project areas or work subject to this partial certification that have been completed and are released from this Order are: Limited footprints that include areas of tennis courts, shotput area, baseball field and select areas of Walsh Stadium -**See attached Memorandum for details" ❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above-referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. Ongoing Conditions: The following conditions of the Order shall continue: (include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: See Attached List of On-Going Conditions ............"'_..._.------ --------------------- �] Order of Resource Area Delineation: It is hereby certified that the wetland resource area delineation for the above-referenced Order of Conditions has been satisfactorily completed C. Authorization Issued by: North Andover 03-12-25 Conservation Commission Date of Issuance This Certificate must be signed by a majority of the Conservation Commission and a copy sent to the applicant and appropriate DEP Regional Office (See is coMMqnity.). wpafrm8b.doe-rev.7/11/2021 WPA Form 813,Certificate of Compliance-Page 2 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compl iance PCOC ssachusetts, Wetlands Protection Act M.G.L. c. 131, §40 242-1045 Provided by DEP C. Authorization (cont.) ............ ................. ................ .................----............. ................. ............................ Signatures- ............... ........... nature ........... Printed Name ........... Signa 000 Printed Name Ile LO10P Ivid 51A I S rs, Printed NarTje ............................... ........ .................. ... ..................... ......... ........ ig at r Pr"need Namq Signature Printed Name Signature Printed Name Signature Printed Name Signature Printed Name wpafrm8b.doc-rev.7/1/20211 WPA Form 813,Certificate of Compliance-Page 3 of 4 1b Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance Part. of Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 #242-1045 Provided by DEP D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Conservation Commission. To: North Andover ................... Conservation Commission Please be advised that the Certificate of Compliance for the project at: 430 Osgood Street- High School 242-1045 Project Location DEP File Number Has been recorded at the Registry of Deeds of: Northern County for: Town of North Andover ................... —------ ............ ............... Property Owner and has been noted in the chain of title of the affected property on: .............. ---------------------- ....... Date Book Page If recorded land, the instrument number which identifies this transaction is: _...................... —------- ....... ............. If registered land, the document number which identifies this transaction is: .... . ............. ...... ....... Document Number ......---------------------- --------_............. .................... Signature of Applicant wpafrm8b.doc-rev.7/1/2021 WPA Form 8B,Certificate of Compliance-Page 4 of 4 ,r Community & Economic Development Division Conservation Department Memorandum PARTIAL Certificate of Compliance 430 Osgood Street--North Andover High School DEP File#242-1044 The following specific portions of work regulated by the above referenced order of Conditions have been satisfactorily completed, based on limited as-built surve Tennis Courts: 0 Tennis courts footprint, elevation of playing surface, perimeter fencing. Shotput Area Southeast of Track: Shotput footprint and elevations, drain man hole rim elevation. Walsh Stadium: Elevations of the field in specific locations of proposed new lighting stanchions. Baseball Field: Elevations of field and immediate surrounding areas. • Drain man holes locations and limited pipe sections entering/existing these man holes in the footprint of proposed work and immediate vicinity thereto. • Proximity of baseball field to wetland. "Note: Any non-compliant features found as part of this Partial Certificate of Compliance review will be rectified during work performed under the Order ofConditions, DEP File#242-190 ►. A comprehensive as-built survey of the entire High School campus will be performed at the conclusion of work under#242-1906 so as to request a full and complete Certificate of Compliance for both CPC's# 42-104!5 &. #242-1906. CONSERVATION DEPARTMENT Community Development Division PARTIAL.Certificate of Compliance 430 Osgood,Street—North Andover Nigh School C EP File "' 42-1045 On-Going Conditions 1. (Condition#31):The NACC finds that the intensive use of the upland areas and buffer zone proposed on this site will cause further alteration of the wetland resource areas. In order to prevent any alteration of wetland resource areas a twenty-five foot 5 o isturbance Zone and a fifty foot SO') No- Construction Zone shall be established from the edge of the wetland resource areas.The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local Bylaw. No disturbance of existing grade,soils or vegetation is permitted in the no-disturbance zone. Future work within the wetland or within 100 feet of the wetland shall rewire separate permitting with the Conservation Commission. 2. (Condition#51):The edge of the "25' No Disturbance 2,one" shall remain permanently marked with signs or markers spaced evenly every SO feet incorporating the following text. "Protected wetland Resource Area". This will designate their sensitivity and assure no further inadvertent encroachment into the wetland. The applicant shall instruct all agents to explain these markers to buyers/lessees/landscapers and all persons taking over the property from the applicant. 3. (Condition#.55):All stormwater best management practices shall be maintained as specified in the Operation and Maintenance Plan submitted with the Notice of Intent and incorporated in the Order of Conditions. . (Condition#60):All catch basins shall contain oil/gasoline traps, and it shall be a continuing condition of this order, even after a Certificate of Compliance is issued,that the oil gasoline traps in the catch basins be maintained. All catch basins shall be free of all accumulated silt and debris before a Certificate of Compliance is issued and the owner or his/her agent shall so specify in the request for Compliance. S. (Condition#70 : There shall be no discharge or spillage of fuel,or other pollutants into any wetland resource area. If there is a spill or discharge of any pollutant the NACC shall be notified by the applicant within one (1) business day. No construction vehicles are to be stored within 100 feet of wetland resource areas, and no vehicle refueling, equipment lubrication, or maintenance is to be dome within 100 feet of a resource area. 6. (Condition , No underground storage of fuel oils shall be allowed within one-hundred (100)feet of any wetland resource area. . (Condition# : Fertilizers utilized for landscaping and lawn care shall be slow release, low-nitrogen types % , and shall not be used within 25 feet of a resource area. Pesticides and herbicides shall not be used within 100 feet of a wetland resource area including the fields adjacent to Cochichewick Brook. This condition shall survive this Order of Conditions and shall run with the title of the property. 8. (Condition#`4): Permanent signs designating"No-Snow Stockpiling Zones" shall be displayed in prominent locations. 9. (Ameinded OOC Additional Condition):The resource areas and their associated buffer zones shall be policed on a monthly basis for loose/uncontained trash and/or debris and such trash/debris shall be properly disposed of. PARTIAL Certificate of Compliance Conditions..DEP File#242-1045 430 Osgood Street,North Andover Nigh School Page of =k: IL? Town of North Andover = -3 41111 Office of the Planning Department Community Development and Services Division 120 Main Street --- North Andover,Massachusetts 01545 .......- -r .z NOTICE OF DECISION LIMITED SITE PLAN REVIEW PERMIT Date: April 15,2025 Date of Hearing: February 25,2025,March 18, 2025,April i,2025,April 1 5, 2025 Date of Decision: April 15,2025 Petition of: North Andover Public Schools--Pamela Lathrop 566 Main Street North Andover,MA 01845 Premises Affected: 430 Osgood Street,North Andover MA,01845 Assessor's Map 94 Lot 3 Referring to the above application for a Limited Site Plan.Review Permit under Article S Supplementary Regulations,Part 3 Site Plan Review and Article 10 Administration 195-i 0.7 of the North Andover zoning Bylaw. Applicant proposes renovation of existing athletic facilities to include the installation of a multipurpose synthetic turf field,reconstruction of existing tennis courts,drainage improvements,athletic lighting, and wetland restoration. The site is located within the Residential 2 zoning district. After a public hearing held on the above dates, and upon a motion by I Simons and 2nd by C. Koskores to APPROVE the Limited Site Plan Review Permit subject to the following conditions.Vote was(4-0)in favor of the application. 44A(,A Jean Enright On behalf of the North Andover Planning Board Eitan Goldberg, Chairman Peter Boynton John Simons Chris Koskores 1 430 Osgood Street Limited Site Plan Review Renovation of Athletic Facilities April 15,2025 The Planning Board herein APPROVES the Limited Site Plan Review Permit to allow for the renovation of existing athletic facilities to include the installation of a multipurpose synthetic turf field,reconstruction of existing tennis courts,drainage improvements,athletic lighting,and wetland restoration. The Site is located within the Residential 2 zoning district.The Project is located at 43 0 Osgood Street,North Andover, Massachusetts, 01845,Assessor's Map 94 Lot 3. This Limited Site Plan Review was requested by the Forth Andover Public Schools,430 Osgood Street,North Andover,MA 01545. The Applicant submitted a complete application on January 23,2025,which was noticed and reviewed in accordance with the requirements of the North Andover Zoning Bylaw,Article S Supplementary Regulations,Part 3 Site Plan Review,Article 10 Administration Section 195-10.7 and MGL Ch.40A,Sec 9. The public hearing on the above referenced application was opened on February 25, 2025 and closed on April 15,2025. The Planning Board voted unanimously(by a vote of 4-0)to grant the Limited Site Plan Review permit decision. This decision specifically stated by the Planning Board makes the fallowing FMINGS OF FACT: FINDINGS OF FACT 1} The Project is considered an educational use, and is subject to MGL Ch. 40A Section 3, otherwise known as the"Dover Amendment"(see letter dated December 26,2025 from Paul Hutchins,Building Commissioner,to Pamela Lathrop, Superintendent of Schools). As such, the Planning Board's authority is limited to reasonably regulating bulk and height of structures and determining yard sizes, lot area, setbacks, open space,parking and building coverage requirements. 2) The specific Site is an gppropriate location for such a use structure or condition. The specific Site is an appropriate location for the Project as it is located in the Residential 2 zoning district and conforms with bath use and dimensional requirements of this district. 3) The use as developed will not adversely affect the neighborhood character. The proposed renovations are consistent with existing athletic campus conditions and the amenities currently provided. The Project provides appropriate landscaping, lighting,and screening from adjacent properties. Approximately 350--linear feet of 6--foot chain link fence with windscreen will replace a portion of the existing fence in disrepair on the easterly side of the track. Additionally,"No Trespassing" signs spaced at 1 a0--feet on center will be added. 4) There will be no nuisance or serious hazard to vehicles or pedestrians. The Applicant has demonstrated consideration for Site safety for pedestrians and emergency response access and movement. 5) Adequate and 4ppropriate facilities will be provided for the proper operation of the ro osed use. The Project is adequately serviced by necessary facilities and utilities to address the needs of the Project. 6) The use is in harmony with the general ourpose and intent of this Zoning Bylaw.. 430 Osgood Street Limited Site Plan Review Renovation of Athletic Facilities April 15,2025 The Project allows for the use of existing access/egress drives,provides adequate fire/safety access,protects resource areas, and the use is in harmony with the general purpose and intent of the zoning Bylaw. 7) The Applicant has filed a Notice of Intent with the Conservation Commission to ensure compliance with the North Andover wetland Protection Regulations and MassDEP State protection zones. S} The Applicant anticipates that the athletic lighting will be used up until 9:00 PM Mondays through Thursdays, and be shut off earlier on Fridays through Sundays. Spring athletics typically begin around March 15', and fall athletics typically end on or around November 15'. A final lighting schedule will require determination by and through the School Committee. As such, a formal schedule cannot be provided until that process has taken place. 9) The Applicant has communicated that the light closest to Lawrence Municipal Airport is over 3l4 mile away from the nearest point on a runway,and the North Andover High School athletic complex is not in line with either runway at the airport. 10) The Project will require a National Pollutant Discharge Elimination System (NPDES) Construction General Permit(CGP)to be filed with and obtained from the United States Environmental Protection Agency. 11) Item 4.b of Horsley Witten's April 1,2025 stormwater peer review letter has been deferred to the Conservation Commission. 12) with regard to the reconstruction of the tennis courts,the Planning Board recommends consideration of additional fencing height or the addition of netting above the fence to reduce the number of tennis balls exiting the courts into the wetlands area. The Applicant has agreed to discuss this recommendation with the Conservation Commission as part of the Notice of Intent process. 13) The Planning Board recommends consideration of the possibility of extending the limits of fencing reconstruction east of the Farese track beyond the 50--foot No Build Zone further within the resource area buffer zone to provide an additional property barrier for the abutters. The Applicant has agreed to discuss this recommendation with the Conservation Commission as part of the Notice of Intent process. 14) The stormwater management system includes a stone base system to capture and manage the stormwater from the artificial turf field and replacement of a failed culvert. The Project complies with Town Bylaw requirements and Best Management Engineering Practices,the most recent version of the MA DEP Stormwater Handbook, and has been reviewed by the Town's outside consulting engineer,Horsley Witten. There were extensive discussions between the Town's outside consultant engineer and the Project engineer related to the overall design and Operations&Maintenance Plan(See correspondence from Horsley Witten dated February 25,2025,March 14,2025 and April 1,2025 and response correspondence from Cale Associates, Inc. dated March 10,2025 and March 26,2025). 15) The application was reviewed by Town staff as evidenced by email communications from Tim Willett, DPW water and sewer, dated January 23,2025,Amy Maxner, Conservation 3 430 Osgood Street Limited Site Plan Review Renovation of Athletic Facilities April 15,2025 Administrator, dated January 28, 2025,Lt.T.McGuire,Fire Prevention Officer, dated January 28,2025 and March d, 2025, and Brian LaGrasse, Health Director, dated January 27, 2025. FINDINGS OF FACTS and(DETERMINATIONS UNDER LIMITED SITE PLAN REVIEW The purpose of Limited Site Plan Review is to ensure that all religious and education uses, and all child care facilities are reasonably regulated in regards to bulk and height of structures and determining yard sizes, lot area, setbacks, open space,paring and building coverage requirements.The Planning Board has the authority to place reasonable conditions on child-care facilities, and developments proposing religious,or educational uses,but are not permitted to withhold approval of Limited Site Plan Review where there is an inability to satisfy proposed reasonable regulations. Per § 195--8.17.LB of the zoning bylaw, in reviewing a Limited Site Plan Review application for religious uses,educational uses and child care facilities,the following issues shall be considered: a) Relationship of the bulk of structures and adequacy of open spaces to the natural landscape, existing buildings and other community assets in the area and compliance with other requirements of this Bylaw,which includes,but is not limited to,building coverage requirements,yard sizes,lot areas and setbacks; The Board finds that the size,bulk and height of the proposed structures and adequacy of open space is consistent with the existing athletic campus,the natural landscape and other community assets. b) Physical layout of the plan as it relates to convenience and safety of vehicular and pedestrian movement within the site,the location of driveway openings in relation to traffic or to adjacent streets and,when necessary, compliance with other regulations for the handicapped,minors and the elderly; The Project utilizes the existing access/egress drive located off of Osgood Street and is situated along Chickering Road,which allows for pedestrian access only. The Project includes relocation of an existing cross-walk to the tennis courts. The Project utilizes existing pedestrian connectivity throughout the Site, establishing accessible routes from the building to the parking lot and to the athletic facilities. c) Adequacy of the arrangement of parking and loading spaces in relation to the proposed uses of the premises; With the exception of the parking area adjacent to the baseball field, all existing parking areas will remain. The gravel parking area adjacent to the baseball field will be eliminated due to encroachment into wetland buffer zones. d) Physical lighting of the site, especially the adequacy of the method of exterior lighting for convenience, safety and security within the site and for protection of neighboring properties,roadways and the night sky; 4 430 Osgood Street Limited Site Plan Review Renovation of Athletic Facilities April 15,2025 The Project includes new high-efficiency lighting on Site to ensure adequate lighting is provided for player use and safety. The proposed lighting will minimize spill and glare onto adjacent areas. Light pole heights of approximately 80-feet are designed to limit horizontal footcandle spillage and glare conditions outside of the field limits. In addition,pole heights of 80-feet will enable the Project to meet Dark Sky requirements. e) Protection of adjoining premises against seriously detrimental uses by provision for surface water drainage; The Project incorporates compliant stormwater drainage measures to protect adjoining premises. The stormwater management system is described in Finding of Fact 414. f) Adequacy of the methods of disposal of refuse and other wastes resulting from the uses permitted on the site; The Project does not include new dumpsters. g) Adequacy of fire protection measures, and; Adequate emergency access is provided to each of the playing fields and to the tennis courts, as confirmed by NAFD. h) Incorporation of sustainability and resiliency principles into the site design that results in a plan that is responsive to the environment and actively contributes to the development of a more sustainable community. This plan incorporates these principles into the site design. Energy efficient LED lighting on site will meet Dark-Sky lighting requirements,minimizing light pollution. Existing tennis courts are comprised of 6-battery bituminous asphalt courts with perimeter fencing; courts have existed over 30 years. The Project proposes full depth reclamation and reconstruction of asphalt courts,in existing location. Chamfering corners reduces impervious area. The material will be reclaimed and reused as part of the new base for the courts. This Limited Site Plan Review Permit Notice of Decision is issued subject to the following conditions: SPECIAL CONDITIONS: 1 6) For the purposes of the decision, the Planning Board approves the following Permit Definitions: a) The"Locus"or"Site"refers to approximately 84-acre parcel of land,with land fronting on Chickering Road shown on Assessor's Map 94 Lot 3 and known as 430 Osgood Street,North Andover,Massachusetts. b) The"Plans"refer to the Plans prepared by Gale Associates,Inc,300 Ledgewood Place, Suite 300, Rockland, MA 02370 entitled "Athletic Fields Improvements Forth Andover high School 430 Osgood Street,North Andover,MA 01845",dated January 221 2025 and revised to April 15,2025, consisting of sheets Cover Sheet,G002,COO 1- 004, C011-0014, C101-C104, 1,101, C201--C203, C501-051.3, Pre-1, Pre--2, Post-1, Post-2,E0,E IA-EID,IS 1,IS2 c) The"Project"refers to the renovation of existing athletic facilities to include the 5 430 Osgood Street Limited Site Plan Review Renovation of Athletic Facilities April 15,2025 installation of a multipurpose synthetic turf field,reconstruction of existing tennis courts,drainage improvements,athletic lighting,and wetland restoration. The site is located within the Residential 2 zoning district. d) The"Applicant"or"Petitioner"refers to North Andover Public Schools in this Limited Site Plan Review Permit Notice of Decision,and its successors and assigns. e) The"Project Owner"refers to the person or entity holding the fee interest to the title to the Locus from time to time, which can include but is not limited to the Applicant, developer, and owner. 17) All Post-Development Activities (Construction Activities, Best Management Practices Management, and Long-Term Pollution Prevention Plan) shall be maintained as specified in the approved Operation&Maintenance Plan, dated January 22, 2025,revised to March 2025, as the same may be amended by the wetlands Order of Conditions for the Project. 18) Post construction pollution prevention and source control shall be implemented in accordance with the Long-Term Pollution Prevention Plan section of the approved Operations&Maintenance Plan and,if applicable the Stormwater Pollution Prevention Plan(SWPPP)required by the NPDES. 19) The Project Owner shall provide evidence of the required procedures outlined in the approved Operations and Maintenance Plan (Section II: Post Development Activities, Section III: Long- Term Pollution Prevention Plan and required Maintenance Logs for the synthetic turf field and stone/pipe trenches) to MassDEP, the Conservation Con nission and/or Planning Board upon request. 20) The Project owner shall allow members and agents of MassDEP,the Conservation Commission, and/or the Planning Board to enter and inspect the Site to evaluate and ensure that the responsible party is in compliance with the requirements for each Best Management Practice established in the approved operations and Management Plan. 21) Approximately one year after the issuance of a Certificate of Occupancy, the Project Owner shall conduct a photometric plan analysis to determine actual lumen intensity as compared with the planned intensity to confirm that light levels are at or below what has been represented in the lumen plans. This analysis shall be presented to the Planning Board. 22) The Applicant shall submit an as--built plan stamped by a Registered Professional Land Surveyor in Massachusetts that shags all construction,including stormwater structures and other pertinent Site features. This as-built plan shall be submitted to the Town Planner for approval and must be provided in paper form as well as in SDF (Standard Digital File) format. 23) Except as may be provided for in these conditions, all construction activities shall be in conformance with these conditions and the approved Plans referenced in condition 447. PRIOR TO SITE WORK,ISSUANCE OF A BUILDING PERMIT,OR CONSTRUCTION 24) If applicable,the Applicant will provide copies of all Decisions,Notification, and orders of Conditions from the North Andover Conservation Commission. 25) Two (2)copies of the signed,recorded Notice of Decision and with endorsed plans attached must be delivered to the Planning Department. 6 43 0 Osgood Street Limited Site Plan Review Renovation of Athletic Facilities April 15,2025 26) The Applicant shall contract with Gale Associates, Inc. as a Construction Monitor. The Monitor shall visit the Site weekly over an estimated twenty-eight-week construction period. The Monitor shall provide monthly reports detailing any areas of noncompliance and corrective actions to the Planning Department throughout the duration of construction. In the event that construction shall cease the Applicant shall notify the Planning Department and reporting shall not be required until the Applicant notifies the Planning Department that construction has re-commenced. 27) At least 14 days prior to the start of land disturbing activities, the Applicant shall provide to the Planning Department a copy of its signed SwPPP prepared in consultation with the Applicants' site contractor(s) and Project engineers. The SwPPP shall be prepared in accordance with the U.S Environmental Protection Agency's Stormwater Construction General Permit(USEPA,2017),as amended,and related guidance document entitled"Developing Your Stormwater Pollution Prevention Plan: A Guide for Construction Operators." 2 8) The Applicant shall provide the Planning Department a combined Operations &Maintenance Plan(O&M Plan),which combines the supplementary operations&Maintenance Plan specific to this Limited Site Plan Review Permit with the existing stormwater practices for the entire High School Campus. 29) The Project owner shall sign the operations & Maintenance Plan and provide a copy to the Planning Department. 3 0) The Applicant shall provide the Planning Department an Illicit Discharge Compliance Statement signed by the Project Owner. 31) Applicant shall submit to the Planning Department a copy of all local,state and federal permits required for the Project shall be submitted to the Planning Department. 32) A construction schedule shall be submitted to the Planning Department for the purpose of tracking the construction and informing the public of anticipated activities. 33) All erosion control measures as shown on the Plan must be in place and reviewed by the Planning Director. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. 34) A pre--construction meeting must be held with the developer,their general contractor,the Planning Department and other applicable departments to discuss scheduling of inspections to be conducted on the Project,and to review these conditions,and the construction schedule. DURING CONSTRUCTION 35) Dust mitigation must be performed weekly,or more frequently as directed by the Planning Director,throughout the construction process. The Site must be kept clean and swept regularly. 3 6) Any stockpiling of materials(dirt,wood,construction material,etc.)must be shown on a Plan and reviewed and approved by the Planning Department staff. Any approved piles must remain covered at all times and fenced off to minimize dust. 37) It shall be the responsibility of the Project Owner to assure that no erosion from the construction Site shall occur which will cause deposition of soil or sediment upon adjacent properties or 7 434 Osgood Street Limited Site Plan Review Renovation of Athletic Facilities April 15,2025 public ways,except as normally ancillary to off-site construction. Off site erosion will be a basis for the Planning Board or the Planning Board designated official making a finding that the Project is not in compliance with the Plan;provided,however,that the Planning Board or Planning Board designated official shall give the developer written notice of any such finding and seven days to cure said condition. PRIOR.TO A CERTIFICATE OF OCCUPANCY 38) The Applicant must submit a letter from.the Project engineer stating that the building, landscaping,lighting and Site layout substantially comply with the Plans as endorsed by the Planning Board and that the stormwater management structures are functioning as designed. 3 9) All storm.water structures shall be cleaned, in accordance with the approved Operations & Maintenance Plan, as the same may be amended by the wetlands Order of Conditions for the Project. GENERAL CONDITIONS 40) Any plants,tree, shrubs, or fencing that have been incorporated into the Plans approved in this Notice of Decision that die or fall into disrepair must be replaced by the Project Owner in perpetuity. 41) The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 42) Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 43) The hours for exterior construction shall be limited to between 7:00 a.m.and 5:00 p.m.Monday through Friday, and between 8:00 a.m. and 5:00 p.m. on Saturday. 44) No open burning shall occur except as is permitted during burning season under the Fire Department regulations. 45) The provisions of this conditional approval shall apply to and be binding upon the Project Owner, its employees, and all successors and assigns in interest or control. 47) Any action by a Town Board, Commission, or Department,which requires changes in the Plans or design of the Project, as presented to the Planning Board, may be subject to modification by the Planning Board. 46) Other than normal field changes,the Planning Director shall approve any changes made to these plans. Any changes deemed substantial by the Planning Director would require a public meeting to review the modification to the Limited Site Plan Review decision by the Planning Board in accordance with Ch. 195-8.17 of the Zoning Bylaw. 47) The following information shall be deemed part of the decision: Plan titled: Athletic Field Improvements North Andover High School 43 0 Osgood Street,North Andover,MA 01845 Prepared for: North Andover Public Schools 566 Main Street North Andover,MA.01845 8 430 Osgood Street Limited Site Plan Review Renovation of Athletic Facilities April 15,2025 Sheets: Cover Sheet, G002, C001--004, C011-0014, C 101-C 104, 1,101, C201-C203, C501-0513, Pre-1, Pre-2, Post-1., Post--2,E0,EIA--EID,IS1,IS2 Prepared by: Gale Associates,Inc. 300 Ledgewood Place, Suite 300 Rockland,MA.02370 Date: January 22,2025,Revised to April 15,2025 Stormwater Management Report Prepared for: North Andover Public Schools Prepared by: Gale Associates 300 Ledgewood Place, Suite 300 Rockland,MA 02370 Date January 22,2025,Revised to March 10,2025 Operation&Maintenance Plan Prepared by: Gale Associates,Inc. 300 Ledgewood Place, Suite 300 Rockland,MA 02370 Date: January 22,2025,revised to March 2025 Geotechnical Engineering Report Prepared by: Nobis Group Prepared for: Gale Associates,Inc. Date: February 2 S,2025 cc: Applicant Engineer Abutters Owner 2 AV - 4NORTHN u% 1 lei — "RT 11 AN 1 D-0 V E r R rl 11 1(Av 3"% %0%'50k UA**w&INN A UP`0 0'L �._ ROCKLAN s t Q -- D klA Ps2M ATI-I'LETIC FIELD IMPROVEMENTS I ? , SITE LOCATION: PREPARED FOR: \\ NORTH ANDOVER HIGH SCHOOL TOWN OF NORTH ANDOVER U _ 30 OS GOOD STREET MAIN STREET PERMIT�UT e �. \ — „ DRAWING NO SHEET NO TITLE i CIVIL PLAN SHEET G001 1 OF 38 COVER SHEET G002 2 OF 38 GENERAL NOTES, fg m'--gi m�m y , v C000 3 OF 38 KEY PLAN cool 4 OF 38 BASEBALL EXISTING CONDITIONS PLAN,I .,y _ r,- r2 50F38 TENNIS EXISTING CONDITIONS PLAN C003 6 OF 38 TRACK EXISTING ONE T' NS PLAN �\ C004 7 OF 38 WALSH STADIUM EXISTING CONDITIONS PLANLu Col 1 8 OF 38 BASEBALL DEMOLITION AND EROSION ANTI L PLAN �E6 F cuCQ 2 9 OF 38 TENNIS DEMOLITION AND EROSION CONTROL PLAN SITE MAP �• �LU< C013 10 OF 38 TRACK.DEMOLITION AND EROSION CONTROL PLAN C0 4 11 OF 38 WALSH STADIUM DEMOLITION AND EROSION CONTROL PLAN Ciol 12 OF 38 BASEBALL LAYOUT AND MATERIALS PLAN M - a �r 13 F TENNIS LAYOUT AND MATERIAL PLAIN \ � Mom C1 03 14 OF 3$ TRACK LAYOUT AND MATERIALS PLAN _ UL E!c)c)L_j mi 12-2 CF 38 ALHSTADIUM SITE PAN RESTORATION fg ,. ,. _ +Li�I 6 OF WETLAND PLAN C201 17 OF 38 - ,. BASEBALL GRADING AND DRAINAGE PLANuj ,., C202 18 OF 38 TENNISGRADING AND DRAINAGE FLAN C203 19 OF 38 TRACK GRADING AND DRAINAGE PLAN C501 20 OF 3$ DETAIL SHEET I OF 15 C502 21 OF 38 DETAIL SHEET 2 OF 15 \ C503 22 OF 38 DETAIL SHEET 3 OF � �. � � _ C 04 23 OF 38 DETAIL SHEET 4 OF 1 g C5024 F I- DETAILEETF 15 C506 25 OF 38 DETAIL SHEET 6 OF 1 C507 26 OF 38 DETAIL SHEET 7 OF 15 C508 27 OF 38 DETAIL SHEET 8 OF 1 - -- _ C509 28 OF 38 DETAIL SHEET 9 OF 15 Wk _ _. . C510 29 OF 38 DETAIL SHEET 10 OF 15 C512 31 OF 38 DETAIL SHEET 12 OF 15 C514 33 OF 38 DETAIL SHEET 14 OF 15 -4 rt� Ana =s�.� � �� - .. � �� _.., �o ,, \ sac€mar rs PRE-135 F 3 PRE-DEVELOPMENT WATERSHED S1--I1�T -F 2 � � � � � _ -,.., � = q PIT-2 36 OF 38 PRE-DEVELOPMENT WATERSHED SHED SHEET 2 OF 2 �\ DATE ,, �� _ - .' - _ -POST-1 3` F 3 POST-DEVELOPMENT WATERSHED SHEET IF _ ���� - -� -_ - �€ �t�yea_$. - - E _ - P ST- 38 OF 38 POST-DEVELOPI ENT WATERSHED SHEET 2 c F 2 L CATION MAP C t ELECTRICAL FLAN SHEETS s EO 1 OF 5 ELECTRICAL NOTES,LEGEND,AND ONE LINE DIAGRAM EIA 2 OF 5 ELECTRICAL SITE PLAN PANT"Af L T�SAL ENGINEER:E B 3 OF 5 ELECTRICAL SITE PLAN PART"I " CIVIL ENGINEER. COVER EI C 4 OF 5 ELECTRICAL SITE PLAN PART lief H ElD 5 OF 5 PEDESTRIAN SITE LIGHTING&PHOTOMETRIC PLAN GALE ASSOCIATES INC. VINCENT A. DIIORIO, INC ATHLETIC LIGHTING SHEETS 300 LEDGEWOOD PLACE 89 ACCESS ROAD SUITE 18 ISi `I OF 2 TRACK LIGHTING ILLUMINATION SUMMARY ROCKLAND, MA 02370 NORWOOD, MA 02062 BOWING M IS2 20F2 BASEBALL AND STADIUM ILLUMINATION SUMMARY � .�������� �� � ��.��� .ell51 � a 1 { 1 2 3 4 5 6 DEMOLITION NOTES GENERAL MOTES TABLE OF DIMENSIONAL REQUIREMENTS FOR R2 TONING DISTRICT El DEMOLITION.i. DEMOLITION TO COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING SELECTIVE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND LOT AREA,MINIMUM(SQUARE FEET) 43,550 DEMOLITION.COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. BENCH MARKS NECESSARY FOR THE WORK.ALL EXISTING CONTROL POINTS AND BENCHMARKS HAVE BEEN HEIGHT,MAXIMUM(FEET) 35 2. THE OWNER MAY OCCUPY PORTIONS OF THE BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION SHOWN ON THE EXSTING CONDITIONS PLANS,ANY ADDITIONAL CONTROL POINTS NECESSARY TO PERFORM STREET'FRONTAGE,MINIMUM(FEET) 150 AREAS,CONDUCT SELECTIVE DEMOLITION SD THAT OWNERS'S OPERATIONS WILL NOT BE DISRUPTED.PROVIDE THE WORK SHALL BE ESTABLISHED AND MAINTAINED BY THE CONTRACTOR.CONTRACTOR SHALL PROTECTAND ( � Gala Asractaha,Inc. MAINTAIN ALL EXISTING CONTROL POINTS AND BENCHMARKS THROUGHOUT THE ENTIRE COURSE OF WORK. FRONT SETBACY,MINIMUM(FEET) 30 aginew'�man"m NOT LESS THAN 72 HOURS NOTICE TO OWNER OF ACTIVITIES(IF A"THAT MAY AFFECT THEIR OPEMTIONS, Z ALL,CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS,AND CITY STANDARDS.THE CONTRACTOR IS Sop LEDGEWOGD PLACE I strrrE 30p E 3. SURVEY THE CONDITION OF THE SITE TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN SIDE SETBACK,MINIMUM(FEET) � ROM AND.MA OMD UNDESIRABLE DAMAGE OF ANY PORTION OF ADJACENT FACILITIES DURING SELECTIVE DEMOLITION. REAR SETBACK,MINIMUM(FEET) � RESPONSIBLE FOR OBTAINING A COPY OF THE CITY STANDARDS AND REGULATIONS FOR USE ON THIS PROJECT. P 701.335.8455 F 7813 6407 vww.galncmm 4. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING 3. BARRICADING,TRAFFIC CONTROL,AND PROJECT SIC NS SHALL CONFORM TO ALL STATE,LOCAL REGULAnONS, WA Boston BaltEmom Odando Hartlord Redford SELECTIVE DEMOLITION OPERATIONS. AREA ADJACENT TO THE PROJECT SITE WILL BE IN USE DURING CONSTRUCTION AT VARIOUS TIMES.THE FLOOR AREA RATIO,MAXIMUM CONTRACTOR WILL PROVIDE ADEQUATE CONSTR UCTION FENCING DURING EACH PHASE OF THE PROJECT TO LOT COVERAGE,MAXIMUM N/A S. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, FULLY SECURE THE PROPOSED SITE SUBJECT TO OWNER APPROVAL.THE FENCING MAY NEED ADJUSTMENT AT R6 23 I PARKING LOTS,STREEETS,WALKS,AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. VARIOUS TIMES WITHOUT CONTRACT MODIFICATION. DWELLING uNITDENSITY.MAXIMUWACRE NIA ���n 6, CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS, 4. THE GENERAL CONTRACTOR SHALL VERIFY THE SUITABILITY OF ALL D3STING AND PROPOSED SITE CONDITIONS FACILITIES,AND SITE IMPROVEMENTS TO REMAIN.INSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION,THE ENGINEER SHALL BE DEMOLITION AREA. NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 7. USE WATER NEST AND OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT.COMPLY WITH 5, THE CONTRACTOR IS RESPONSIBLE FOR DETAINING AND PAYING FOR ALL PERMITS ANDIOR CONNECTION FEES GOVERNING ENVIRONMENTAL PROTECTION REGULATIONS, REQUIRED, S. REMOVE AND TRANSPORT DEBRIS EN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND 6. GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AS APPLICABLE INCLUDING BUT NOT LIMITED PERMIT S E T AREAS. TO ELECTRICAL,LIGHTING,AND GAS. 9. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST,DIRT,AND DEBRIS CAUSED BY SELECTIVE 7. SUBSTITUTIONS AND APPROVAL OF'OR-EQUAL'PRODUCTS IN PLACE OF THOSE SPECIFIED WILL NOT BE DEMOLITION OPERATIONS.RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF SELECTIVE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER OR ENGINEER. DEMOLITION. 10, DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND GENERAL UTILITY NOTES AS INDICATED.CONTRACTOR TO BE RESPONSIBLE FOR ANY CUTTING AND PATCHING THAT IS REQUIRED. D 11. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE 1, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDIOR ELEVATION OF EXISTING UTILITIES ON-Sn. AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORD PLANS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACTOR 12. DO NOT BURN DEMOLISHED MATERIALS. COMPLETE.THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD 13. TRANSPORT DE MOUSHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM,I NOT BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. DESIGNATED TO BE SALVAGED BY THE OWNER OR REUSED. 2. THE CONTRACTOR MUST CONTACT THE APPROPRIATE LITILITY COMPANY,ANY GOVERNING PERMITTING Z 0 14. IN AREAS WHERE BITUMINOUS CONCRETE IS TO BE REMOVED,THE EDGE OF AN'!BITUMINOUS CONCRETE TO AUTHORITY,AND'DIGSAFE'AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD �_ co LOCATION OF UTILIT]ES, REMAIN MUST Be A CLEAN SAW-CUT EDGE :[]1-'�" � � 3. THE ENGINEER SHALL BE NOTIFlED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED u j[J]LL1© w zo EROSION CONTROL NOTES CONSTRUCTION.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE EXISTING U lTullES >_��C p WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. _� m uj< LJJ I. THE CONTRACTOR SHALL FILE A NPDES CONSTRUCTION GENERAL PERMIT AS REQUIRED BY THE EPA AT LEAST 14 4, TRENCH EXCAVATIONS SHALL BE IN ACCORDANCE WITH ALL PROVISIONS OF OSHA PART 1926.SUBPART P Q,=U)cr ¢Oz� DAYS PRIOR TO GROUNDBREAKING.NPDES PERMITAND PLANS SHALL BE KEPT ON SITE FOR REVIEW AT ALL -!EXCAVATIONS,TRENCHES AND SHORJNO OF THE OCCUPATIONAL SAFETY AND H1 ALTH'S STANDARDS AND ALL ©u j z W LU TIMES FOR THE DURATION OF CONSTRUCTION. REQUIRED NECESSARY TRENCH SAFETY PLANS SHALL 13E SUBMITTED TO THE ENGINEER AND LOCAL ---Lli�0> of �- 2 ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STATE AUTHORITIES FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. d QQ A Z REGULATIONS AND ALL TOWN REGULATIONS AND PERMIT CONDITIONS, 5. ALL DRAIN,WATER AND SANITARY SEINER PIPES INSTALLED WITHIN i0 FEET OP THE BUILDING(BY OTHERS}MUST 0 CDC) 3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY BE PERMITTED AND INSTALLED BY A MASSACHUSETTS LICENSED PLUMBER, -0 Q= 0 r� SITE WORK OR EARTHWORK OPERATIONS,AND SHALL Be MAINTAINED THROUGHOUT CONSTRUCTION. 6. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO CONSTRUCTION 4. STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETERS WITH STAKED SILTATION FENCES TO PREVENT 7 THE CONTRACTOR SHALL A0.JUST ALL UTILITY CASTINGS TO B1 F1 USH WTIH PROPOSED GRADE UNLESS < F""" d C .AN CONTROL SILTATION AND EROSION.OTHERWISE SPOIL MATERIAL SHALL BE IMMEDIATELY REMOVED FROM OTHERWISE INDICATED ON PLAN. E JI THE SITE AND DISPOSED OF LEGALLY AND IN CONFORMANCE TO ALL TOWN REGULATIONS. 8. THE CONTRACTOR SMALL FIELD COORDINATE WITH THE ELECTRICAL ENGINEER TO DETERMINE EXACT POINT OF = z 5, ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED,CLEANED AND REPAIRED OR REPLACED AS SERVICE CONNECTION.REFER TO THE SITE ELECTRICAL DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, F-0 NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION.IN ADDITION,INSPECTION SHALL TAKE PLACE AFTER SIZES,AND CIRCUITING. Q Z EACH RAINFALL.EVENT AND BEFORE FORECASTED RAIN. 9. CONTRACTOR SHALL PARGE LIFTING HOLES ON ALL CONCRETE STRUCTURES. 6. ALL SEDIMENTS MUST BE REMOVED PRIDR TO REACHING THE EXISTING DRAINAGE SYSTEMS ANDIOR ANY 10. CONTRACTOR TO CONTACT THE NEWN W MPNYNATIONA EGLAND POWER COMPANY( L GRID ETIIIIRONMENTAL RESOURCE AREAS. )PRIOR TO EXCAVATION AND PLACEMENT OF ATHLETIC LIGHT'S7'POLE FOUNDATION.CONTRACTOR TO CONFIRM ACCEPTANCE OF THE 7. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES EXTRA SILTATION FENCING FOR INSTALLATION AT THE PROPOSED LOCATION BY THE PERTINENT EASEMENT AUTHORITY. DIRECTION OF THE ENGINEER OR THE OWNER TO MITIGATE ANY EMERGENCY CONDITION. 8. THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAJNED IN A CONDITION WHICH WILL PREVENT TRACIQ14G OR FLOWING OF SEDIMENT.ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED OUTSIDE OF CONSTRUCTION AREA MUST BE REMOVED IMMEDIATELY. 9. EROSION CONTROL DEVICES MAY BE ADDED OR REDUCED 1N THE FIELD AS DIRECTED BY THE OWNERIENGINEER. 10. THE CONTRACTOR IS RESPONSIBLE FOR REESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. THE CONTRACTOR SHALL NOTIFY THE OWNERIENGINEER OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES WHICH MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTUON, NO. DATE D>ScRimm BY SEDIMENTATION OR OTHER POLLUTANTS.UNAUTHORIZED POLLUTANTS INCLUDE,BUT ARE NOT LIMITED TO, PRMCT►M 71KW EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE,POINTS,SOLVENTS,GREASES,FUEL AND WBE OIL, B PESTICIDES,AND SOLID WASTE MATERIALS. G1Dd f1LE 719560„CaDI DESEesmtir tsar GRADING NOTES Dtuwxav RDr 1. ALL GRADING SHALL MEETTHE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT(ADA)AND LOCAL CgECKED BY XFRIPS BUILDING AND ACCESSIBILITY CODES.IN GENERAL,GRADING OF SIDEWALKS SHALT.NOT EXCEED ZD%CRASS DATE 4rrsnass SLOPE AND 6.DYa RUNNING SLOPE,GRADING OF ADA PARKING STALLS AND LOADING ZONES SHALL NOT EXCEED o x G sr1�e 2,0%IN ANY DIRECTION AND GRADING OF PLAZA AND GATHERJNG AREAS SHALL NOT EXCEED Z0%IN ANY DIRECTION,GRADING ON SIDEWALK CURB RAMPS AND OTHER ACCESSIBLE MAPS SHALL NOT EXCEED 6.Q%.ALL GRAMCSME AREAS SHALL PROVIDE POSITIVE DRAINAGE AS TO NOT POOL WATER,MINIMUM SLOPES SHALL BE 1.0%UNLESS OTHERWISE NOTED. 2. ALL PROPOSED CONTOURS ARE APPROXIMATE,PROPOSED SPOT ELEVATIONS AND DESIGNED GRADIENT ARE TO srspl rrrrLF BE USED IN THE EVENT OF ANY DISCREPANCIES. 3. GRADING SHALL BE PERFORMED TO ALLOW WATER TO FLOW AWAY FROM BUILDING STRUCTURES,AND TO NOT ALLOW PUDDLING OF WATER ANYWHERE ON SITE, 4. MINOR ADJUSTMENTS TO FINISH GRADE TO ACCOMPLISH DRAINAGE FLOW ARE ACCEPTABLE,IF NECESSARY, GENERAL. UPON PRIOR APPROVAL OF ENGINEER, NOTES S. NEW PAVEMENT SHALL BE FLUSH AT ANYJUNCTURE WITH EXISTING PAVEMENT. A 6. ALL EXCAVATIONS SHOULD BE STABILIZED BY CUTTING BACK SIDE SLOPES OR USING SHORING AND BRACING AS REQUIRED.ALL EXCAVATION AND SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA STANDARDS AND MGL CH.149 SECT.129A. 7. ANY DEWATERING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.DISCHARGE OF SILTY OR OTHERWISE DiuHnNG uG. 'DIRTY'WATER INTO DRAINAGE SYSTEM OR ANY BODY OF WATER,WETLMD DR RESOURCE AREA SHALL NOT BE PERMITTED. Gn02 Y OF 35 i �. _ter amLC LE s YA*Aji�ctntea,Inc. WO LEDGEYV000u F P F7s 1.135,4 7www-$A i a PERMIT SL t D TRACK CON/=�3/Cl 3 C203 LU LUCj)Lu I)WQ0 -� w�CDQ 1 Cc) NORTH AND OVER HIGH SCHOOL ui -;ter- OSGOOD STREET y BASEBALL FIELD-C01/C01 /COIC201 lF GADD FILE tip 4I0 DE.909M By ACT DRAWN by PDT � - CHECKED BY XTR I PS WE Ails= - -127 SHEETTULE KEY PLAN \TENNIS,COURTS 02/C202 2 4 5 I;mz �' `I t 117.7` NORTH s MEOW FOOITPRImr PA Is. N , UMH �� � 134mvty S .', won C - 11p �d" W0LWGAD sU Odarwo Harvard Be&wd g -- Pvc . r�i". 3 I If 11 SILT MH B� _PAD 1p � s11Aa1155 " . TUBGRAZ x1 .3 i� - , , -- ;t X1 Ds.3 (w) UNREACHABLE- I I X1 05.5 0 WFfS-37 S t. I x1 0.6 �tr�� � . 1 SL 105.8 AIE 1 # 7t55 ORAUSS ml 8'DEC ` WF 185.7 B. X145 (;Rkss t 00 X105.7 1 1 Or 1 .7 1 wqf 1 _ u 1 1 I� C) I '•PROPERTY LO APP O APP G 1I � RIkI 1G8 3 SUBS�IA �0 1 ��cIvI ' TUR Akss ( 4-- - I5.5 E:A EA cr � x11 RI - 04 xi WATER A 1 I` .' I Swap 1" 105.4 $�� �� x1 2- t1 r EASTING t N TITI N NOTES: IP P 'f. THIS PLAN 15 BASED UPON ON-THE-GROUND SURVEY PER€OR�t BY FUSSO'hEt XI 04.71�.7 ,> �,�,9����+��.�;� � t ENGINEERING ON NITER 1,21�4. - X1135.7 B 3 5. 2, BEARINGS COORDINATES ARE BASED UPON THE NORTH AMERIGAN DATUM OF 1983 TP 3 (NAI i3)(2011)EPOCH 2010.00,MASSACHUSETTS STATE PLACE COORDWFtATE SYSTEM, MAINLAND ZONE.G#39R[1IRATES ARE BASES ON BPS OBSERVATIONS PERFORMED O ` .Toy OCTOBER 10,2€124. cl 5 rm ,,. s 3. TIDAL CONTROL IS BASED LlI N THE NORTH AI IERII�AN VERTICAL DATUM OF 1988 I }FROM BPS OBSERVATIONS PERFR11 L1 ONTd1$ER 10,2024. I .4. T- —Z1 4, .Nrc11 INr1tAL=1 GIST I AP J 5. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS S OIN ARE FROM FIELD �PLE 1t , TE Lac dt1 - I "'�� _ .,.,..•: 20 OBSERVATION�R RECORD I'�l+IS,OTHER UTILITIES MAY EXIST WHICH ARE Ivor SI-IITWN D �y _r 1 ( I N THIS PLAN. DRAWNEY kcrr NDPE(Y r 8. N PROPERTY LINES OR EASEMENTS HAVE SEEN CONFIRMED AS PART OF THIS SURVEY. C Mips -.wri— � f1 DATE 125 1 T�-i� 7. G FLAGS SHOWN HEREON WERE DELINEATED AND PLACED BY LEG m 4 X188. DISHRA S ,E r..V .. � EN1tIRCTtdIE14E�iTAL CONSULTANTS,INC.INS IN I3GT� ,�4 API RIM-141. NO am" Ie (I I -=1 4. P(NE) 3S� 11 _ 1 IMIF 11` .s 4; fo su- Ap '(SM) t ` 1 MIT I EXIST II I AIGITI13A151 GE ND JOB- 72 t t I € 'I Ill— WETI.MD FLAG B-1> OEOTEG ICAL BORING C 1 cur� .. 46 i 19 STREAI11 BANK FLAG TPt TEST PIT F r 11k6ti #-2 I� Ads R11i71;�' 2 FT O DISTURB AREA BIT7IF�I�IOLIS BERM BASEBALL 01dlr I -t FT NO BUILT AREA HAIN LINK FENCEEXISTINGCONDITIONS 1-21 WF17 1FT 114lFFER GEGIC1L1115 SEE PLAN 1— _' � € j 4"GMI f7 �, , DRAIN MANHOLE(DMH) EDGE OF PAVEMENT 7 17-1rft NI, 720.17i " - AP Em. ,. W m CATCH d IGBI OUTLET N TRO STRUCTURE 24 F II LIGHT POLE SHUTOFF JIB - I I %< EG t1}AILY X '\ SIGN BATE SI L1rEiFFVALVEcool_ _ _, _: , OMIP 1 � W 1 2 3 a 1 5 15 �- ''O7 NORTH '55 SMD SURF, E -t05 � ,�{r'� , wf�-�� - >-" Im= 6' GA �r -I/- Gale Assxtalea,tnc r5 ``�`y f, r � � I/❑�� I ��'� EMfvxer!Ond A'BnnM7 G ~ �y / �1p' 5�1 t13.o>,' � 300 LEDGEWOOD PLACE�Sum aaa E f J I� WF 11-t t ROC>uLANa.P.0 02370 ' d-10 TieXt.s assi a;asFra,3aswWw.� ,,,e�ncw / MFj � owom Dal$mDra Odundo Hardard Bedford n;ue,.:paw sw���r�rw«weer.c 1YF#7 .s ..,nsro,rybc�aA.m.h►c.,enwaa..ae.eu WF#6""8 rw.dnw,�.oranwrrwa.,r�x�rana�+�a+nd —22IV 24 Ci MF1 =93.o5' I iP�PE 5 WF#14 W#7-21 APPROX. FR CIS ua�crrm.slcton�oxa PRo, BR1E� . -zJU z PERMIT SETJ- DA4H w-�-2a , �- (RECORD ON Yj rj J aTn+ 81 ` W17-la JJr2'bEC WF#7-17 f 133 I MIF4� l - - r' ♦ a 4� IFN Y CAP 1� X99.7 W U)LL© L�LI T W4-17 EL-93.45' =W Q a CJ WFJ" ire INV z4-C f ,ys I �-11� Lor 0�— �L1.1 M • tit Z 17'� LLI_ 11 �� !Nv 24"Cm ''. l >K di I G � []W }z CCfj LU !l•• IAH RIM 7 12' � � � r9 yI W6-13 �/ � � � ©Lli Z Qs o 10 IMF J WF#7-14 4 -J (Do �z f w o u- Q i-13 0 z � � C 11 YfF4-15 =dam 12 I/+ ' wF4»17 �'Mh'i•�1 e TENNIS `� I W~�Q so� I �oW coURT z o Z #MF�#3 � DA�x � INV 24"CMP l{IM-95.92 o 1MI�7-t2 Q Z EL-91.47' 1 EXISTING CDNi]ITinNS NOTES: TMF#7-TT ' C1Q I 1. THIS PLAN IS BASED UPON AN ON-THE-GROUND SURVEY PERFORMED BY FUSS$O'NEIL WF#5-15 �' ENGINEERING ON OCTOBER 15,2024, ; BEARINGS&COORDINATES ARE BASED UPON THE NORTH AMC RICAN DATUM OF 1983 -1Q 2 (NAD-83)(2011)EPOCH 2010.00,MASSACHUSMS STATE PLACE COORDINATE SYSTEM, _ LcHr po, { O I MAINLAND ZONE.COORDINATES ARE BASED ON GPS OBSERVATIONS PERFORMED ON E, OCTOBER 1%2024, get—_ ?C99.2 C]_ _/ / I WF17-9 a. VERTICAI.CONTROL IS BASED UPON 7HE NDRT?i AMERICAN VERTICAL DATUM OF 1988(NRA _ I '88)FROM GPS OBSERVATIONS PERFORMED ON OCTOBER 10.2024, Na DATE DESCRPM14 av / , S.-, / PROJECrHO. 714560 B 1 _ ! 4. CONTOUR INTERVAL 1 FOOT � CAWAiE 749•.,5Q,G7Q1 q1, 5. ALL E);lSTING UTILITY LOCATIONS AREAPPROXIMATE,LOCATIONS SHOWN ARE FROM FIELD DeaGNEDBy RDT 8 C 1 W#7-2 - � OBSERVATION OR RECOR0 PLANS.OTHER UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THIS PLAN. DRAWN BY RDT x 9s.s &. NO PROPERTY LINES OR EASEMENTS HAVE BEEN CONFIRMED AS A PART OF TI-!IS SURVEY. DATE ylym 7. WETLAND FLAGS SHOWN HEREON WERE DELINEATED AND PLACED BY LEG DOVANG SCALE '•.ZP IYf 1 Wf7-3 ViFf7-7 ENVIRONMENTAL CON SULTANTS.I NC,INOCTOB ER,2024 r"KSCAlf EXISTING CONDITIONS LEGEND c N:3 7524698954 .567'.567 E: g x WF#7-0 �IM#F T-1 WETLAND FLAG 5-1 ap GEOTECHNICAL 80RING sKEErttTtE � � 77� � EL-95.364' ! yFry 08101 STREAM BANK FLAG TP-1?$j� TEST PIT -25•FT NO DISTURB AREA BITUMINOUS aERM TENNIS 1MF#7-b 60-Fr NO BUILD AREA CHAIN LINK FENCE EXISTING CONDITIONS A j Y IOD-FT BUFFER ZONE DECIDUOUS TREE PLAN N:3079473,a79 Q7 l l� DRAIN MANHOLE 4DMH) EDGE OF PAVEMENT E:759554,76W EL-98.817' ICJ CATCH BASIN(CB) OUTLET CONTROL DRAWNGNO. STRUCTURE LIGHT POLE WATER SHUTOFF VALVE C002 SIGN s o� as 2 3 4 5 $ NORTH SALE �} f J t F•• �l Milt►Assocla LYi,Inc. 1 IOL x��•� fn mefs mrrd Ffjimrs Y r '1 300 LEDGEi=0 PLACE I SUITE M p RM>�D.MAOD7D r{f! F Ml-335.04155 F 7e,.335 rAUT wmv.gelly=rn 7! i rn Hnslan Saltlmara Orlando HntGold Bedford r t —z- -�! �� ��-�+-Y` �,� 1- �-. 17'4¢+ar9 t'd►n bi n"m mac Wkew 6t4med } r} ��`"�, +f1)/+ L /�p'ovk.F7,e{.YEAUG[+Wd,3k,+rd lTlE rokq aleeda 01 Irl PERMIT SET lkv ��o D 1 ^t n H �� QD + j U7-j tad 1 f l w-Q Ln t r >=UJ< 1 J o j a >l j L'° R°,, 1?7y W MILL, � a z o R ; WC) a te¢ Q C S NOTES: L)<,�l J z j �, EXISTING CONDITIONS P i t x t 1. EXISTING CONDmON5 WERETAKEN FROM DESIGN PLANS TITLED'NORTH ANDOVER HIGH SCHOOL ATHLETIC 1 Q � } �,_.� 1 1 COMPLEX'PREPARED BY GALE ASSOCIATES,ING.IN =Q 0 Z SEPTEMBER 2003.FIELD CONDITIONS AND ELEVATIONS � p` j • Li WERE PARTIALLY FIELD VERIFIED BY FUSS&O'NEILENGINEERING nN OCTOBER 15.2024. 2. BEARINGS&COORDINATES ARE USED UPON THE NORTH ,VCOP AMERICAN DATUM OF 1983(NAD-83}(2011)EPOCH 2010,06, f i MASSAC HUS E17S STATE PLACE COORDINATE SYSTEM, I f MAINLAND ZONE.COORDINATES ARE;BASED ON GPS iS OBSERVATIONS PERFORMED ON QCTflSER 40,2024. D f !P D,NO 3. VERTICAL CONTROL IS BASED UPON THE NORTH OBSERVATIONS PERFORMED ON1OCTOBER 10,FROM GPS `r ! 4. CONTOUR INTERVAL-I FOOT t>rstttlPrlav EiY D 5. ALL EXISTING UTIL9TY LOCATIONS ARE APPROXIMATE[ PR EcruD. 71 60 ra �g7 I f 175.3•t LOCATIONS SHOWN ARE FROM FIELD OBSERVATION OR f , _ RECORD PLANS.OTHER UTILITIES MAY EXIST WHICH ARE CAMBEE Tim W ! I 1 t] `� srN � x SURF R!M 191 2 �ri1- 7 �- NOT SHOWN ON THIS PLAN. DF-SGUED sY ROT �� �--� ' � 6. NO PROPERTY LINES OR ERSEMENTS HAVE BEEN °'u�'+ oar CONFIRMED AS A PART OF THIS SURVEY. CKECKED BY KFR 7 P3 ,z+ Xi 51.7 �T 7. AND PLACED BY WETLAND FLAGS SHOWN HEREON WERE DELINEATED aruvtEHc WALE I .1-� INC.IN OCTOB LE zEIJVIRONMENTAL CONSULTANTS. SCALE EXISTING CONDmouS LEGEND ' f� 0e p Wft-s WETLAND SLAG B-1 GED7ECHNICAL BORING SHEET nu 09101 STREAM BANK FLAG TP-11$F TEST PIT 25-F7 HQ DISTURB AREA BCNiA1N0Us BERM TRACK F � Y Ln �,4i "ra / 50-FT NO BUILD AREA CHAIN LINK FENCE EXISTING CONDITIONS A � ,r y 4 IMFT BUFFER ZONE DECIDUOUS TREE PLAN X75a.5 PERF. � _74g- r m DRAIN MANHOLE(DMH) EDGE OF PAVEMENT z, N� —�i,,� OUTLET CONTROL DRAWNG Na4h cY� - - �� `_ CATCH BASIN(CB} STRUCTURE s _ � ti ( � 1 `' ,�;• LIGHT POLE +7 WATER SHUTOFF VALVE SIGN L'00 i7 s of as 1 2 s 4 s t f NORTH d iGA LE Gal Ana PcfaS/F,Inc j 117E J Engfn/rri oa EO and vlannera E J �m ]I 3001 GEWCOD FLACE I SUITE a �m 02370 ori7julnous GGDMH DmH r 0�5 Ts+.aua+a5 F1-73&O W"W.ga c� C*NRRvr RIM-118.68- RIM-115.72` Bastan Baltlmaro Orlando Hartiard 8edlard >�H lie e.st' � u� [IAA 116.64' Rim 1 49' LAM �r CB J r nraa+.newrreamaA a.srzknr.w,bN*Vd RIM-114.19' i 11g RIfA= 41 aY -a � 4fR�F#115.8ik' 4 r.y.v r�ryatwkAvocaw yr.awtraw��nau `� `- TPRl ' ¢v H N:3LtBa338.793' r�cahwnaa=.a.rws.rrpn, rEd {A[_ +CB RIM-116.43' Et 759285.895' D,4ti,od�.r soo.d/ozvz■. 1'1 �.�RAP $1TU. Cr RIM-115.38' alruj41Hp EL:118.271' 11}RF� Aa[!1 1ltLE i15 ��[NC �Cp �• ' Ili-112.1 D' L �R1M `� C113 108.7 Pomp 115.55' Ch},0 $�� � IUN p0LE -118 .7i7' '1r-M=117.27' MH __ PAO C IPERMITSET �INK�NCF F�T�Rf7,1T _ 11S 3C305.7 tr, $ RIM=115.63' f X105.4 / 4lH�L1 114 SCE TURF Cf X10. 105 3 ��•►p7 -08 X106.f] MIA _ 7BRIM=06,07- �1pg- ~ y~ N:3080234.35B' ��- t I~75927ZOSr - TUB GRASS ! xi05.5 EL'105.231' !i`DEC �� 4 0 ' FILLED' w(i)1 sIL14'$ _ a}�-°LD ��r° Or' to U a TUX1a5-3 >_r 0 p X1 D5.5 GRASS C) z�< �r Cl=�i� ¢� G x105.8 12. }mot ju�l X10fi.1 � 'PpRox l X10B.3 x105.a Bgf ©j00 & ��0 LW you cDse►tTr 1°. W❑0r" z U FCC +L FIELD X1Ds.s ' LL C:)< c SHED TURF- I DO- --�" B`f7 .ram_ I C =ly r 0 +DOSTING CONDITIONS NOTES: Q Z S7 A,Lw[!G}r PO1F TURF CRASS X105.5 G 1. EXISTING CONDITIONS WERE TAKEN FROM DESIGN PLANS TITLED'NORTH ANDOVER HIGH R-6 SCHOOL ATHLETIC COMPLEX'PREPARED BY GALE ASSOCIATES,INC.IN SEPTEMBER 203. *, FIELD CONDITIONS AND ELEVATIONS WERE PARTIALLY FIELD VERIFIED BY FUSS&O'NEIL 97 ENGINEEI4NG ON OCTOBER 15,2Q24. J!! T�•A, / ARE X105 X1[15.7 I ACmp 2, BEARINGS 1L COORDINATES ARE BASED UPON THE NORTH AMERI CAN DATUM OF 1983 (NAD•83](2Ui 1)EPOCH 201O.W,MAS5ACHU5ETTS STATE PLACE£OORD)NATE SYSTEM, I /1 MAINLAND ZONE COORDINATE$ARE BASED ON GPS OBSERVATIONS PERFORMED ON OCTOBER 10.2024. 9 X1gE7�,Ox,Lp � N:30M 3. VERTICAL CONTROL IS BASED UPON THE NORTH AMERICJAN VERTICAL DATum OF 1988 8UFt1MA 57RU G4T1pN STi1 I �7593 j Tt►RF 4 y C� paw 1 Dry [NAt]B8)FROM GPS OBSERVATIONS PERFORMED ON OCTOBER 10,2024. 4. CONTOUR INTERVI 1 FOOT uo. DATEoEscn��ou BY B � ! Pfrwf:CTr,Q. nsscD a 100 f S. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE.LOCATIONS SHOWN ARE FROM CAm HLETUR ` FIELD OBSERVATION OR RECORD PLANS.OTHER UTILITIES MAY EXIST WHICH ARE NOT DESIGNED BY ROT X104.5 X105.3 ZoAI ASS / y�' 1 ~��RFA SHOWN ON THIS PLAN, DRAWN ay ROT SOS Hp 1 $111 T Dt,9 G. NO PROPERTY LINES OR EASEMENTS HAVE BEEN CONFIRMED AS A PART OF THIS CHEMED BY xER IPS SIGN ZONE AREA DRAIN x 1 3�PVC ~ Wy I WATE "'ta" SURVEY. DATE .tssaDzs 1, MHRIM 104.43' S _WATI'k Ate]"ID1 ply 1 SUN[' 3- I7• DRAx1NGscuE VzW 'Ippr S!1 NO LEVEL,� �8' �1 CAS 7. WETil�lf7 FLAGS SHOWN HEREON WERE DELINEATED AND PLACED BY LEC FL Opp LUNY 2ph,� SUMP !an.78' 1 ENVIRONMENTAL CONSULTANTS,INC.IN OCTOBER,2024 crrAArHIc sa[F •`` 2� iL104.7 0a / EXISTING CONDITIONS LEGEND n BlF#0#Rt #1 `� �� _•mot YP 3 _f00� � f =.. �: a WIr#1--1 WETLAND FLAG B-1 4 GEOTECHNICAL BORING srsEerT:ns !E 1 _ �% B 1-+�Z R�� IMF".f"',� ` � &$ d H701 STREAM BANK FLAG TP-1 TEST PIT � 24 f x 1 25-FT Na DISTURB AREA BITUMINOUS BERM WALSH STADIUM VI�! # �` -97_ �'Q, ` f 11 P ' j 50-FT NO BUILD AREA CHAIN LINK FENCE EXISTING CONDITIONS A [ - 7 #.,� �WF#2--71_wF`17 $gym l 1MFT BUFFER ZONE DECIDUOUS TREE PLAN DRAIN MANHOLE(DMFi) SAGE OF PAVEMENT ` 1 1 i g CATCH BASIN{cBa OUTLET CONTROL nRAvrrn�H0. > IMF#1�iG �_ .� STRUCTURE WI �-W#22-1n WF#Z 14,--, � �, 1 � � LIGHTPOLE --13 WF 1�•\ SIGN WA7ERSHUTbFFVALVE WF#1-I2 L`004 J � 3` �� �t ~� I 4,%A• ` ��' �3 1 1 7 Of m # 2 3 14 15 1B rLl! .}AT f � '71r &DIAH k, -117,27' NORTH FC7a? 14 !FC OF �5 CB_ __ LiGA LE -=115.$in 9LF�C?iE123 APpi?i7k. -1105 CATI ti1GT S1j[D1WN ON SI flA4H C}iSfN`Lf.W • �tr r~114 11'1' -`� � �_ -`^ -L (tf p $ �d3MH Gate Awaocialrs,3nc. 1< SAWCUT{CY11) �3_ RiLi�+1T5.79 • Erxarivvrt arm vL7r.wrs 1x�7a 3� t1 - -r _ -� � -� --�. =�� -1�^�- r 300 LEWEV D PACE 1 SUFE Soo E I -1a8 _ �r r r s- gC[3 $+1UMfNOUS ROCKLAND.KPA CM70 _ P 741i.=.64G$F 791.9554467 w ,,gakc -r• }1 �ti � ��1 T-�� [p- �I j ~ ql' YiF S-41 Swim EWVrnaro Ortanca Marftrd 8edfard 7 '+_M - --`�"` '113 LIWT DF WORK CHP.] - t ulAA N.3080234.350' E.759272.667 } X1175.5 EL:1135.2a 1' g.pEC � _�` may. -� GITU PAD EXISTING INFILTRATION TRENCH TO ; r 7_REMAIN,REMOVE TOP 12'ANDORAINAGE STRUCTURESTQ TL?R�G?�AsS PREPARE FQR PROPOSED CONDITIONS REMAIN AND BE PROTECTED(IYP.)3 4 T3 j r 1_x w IrfFf6-38 r Ir ! 2 l� I _ I PERMIT SET11 4'q f W1s 37 ` DISCUS CAGE POLES TO BE R LOVED 1 ws`6c-ss p SHEDS TO REMAIN AND Sr>E D + AND DISPOSED OF R OF B}_ f BE PROTECTED(TYP.) IF SHAG � wFJe-34 r EXISTING DRAINAGE LINES TO REMAIN AND BE PROTECTED. 3 L�or NTRACTOR TO PERFORM INVESTIGATIVE EXCAVATION AS NEEDEDool t TO LOCATE DRAIN LINE,LINE TO BE SURVEY LOCATED AND CAMERA , 1Vr pS-33 J 1�RF S ❑ INSPECTED FROM DETENTION GALLEY TO UPSTREAM STRUCTURE ' � I E"""❑ � C+7R5 W 'd- po It ELECTT2I CAL SYSTEMS T0REMAIN xFJB-3z �U�W� j AND BE PROTECTED(TYP.) f �Q p c7 RE�iOVEAND DISPOSI~DF ALL GRASS.TOP;OIL,INFIELD I CLAY,STONEDUST,AND IRRIGATION COMPONENTS. � M[i� t PREPARE SUBGRADE FOR PROPOSED CONDITIONS, 1 DEMOLITION&EROSION CONTROL NOTES: � 0_jL COW � =p L[ifLI 1. CONTRACTOR TO COORDINATE LOCATION OF STABIUZED Lu > CONSTRUCTION ENTRANCE AND MATERIAL STOCKPILE AREA a 0 �© z C� B[rn'? Lp"A1:ON F ST CONTRACTOR TO PERFORM INVES I IGATTVE �fAC�•N�s-�E Prq f 1 WITH OWNER PRIOR TO START OF WORK. W Q C�� ty,�< � `Lp � E?CGAVATiQI�AND SURVEY LOCATE E7(ISTING EXISTING DRAINAGE LINETQ REMAIN AND 13E PROTECTED. ► l Q ❑�y INTERMEDIATE DRAINAGE STRUCTURE IN CONTRACTOR TO PERFORM INVESTIGATIVE EXCAVATION 1 2 LOAM AND SEED ALL DISTURBED AREAS. Z�� Z rFE �� THIS APPROXIMATE LOCATION. AS NEEDED TO LOCATE DRAIN LINE.LINE TO BE SURVEY SUBSURFACE DETENTION BASIN TO BE INSPECTED �= � C - 1 LOCATED AND CAMERA INSPECTED FROM DETENTION AND CLEANED.CONTRACTOR TO SURVEY LOCATE f l 3, CONTRACTOR TO FIELD LOCATE ELECTRICAL.UTILITY LINES p } _�� Z / GALLEY TO INTERMEDIATE DOWNSTREAM STRUCTURE FA TENTS OF BASIN AND INCLUDE ON AS•BUILT PLAN. / WITHIN THE LIMITS OF CON STR UCTI ON AN D SHALL RELOCATE J _ a RiSS J SEAL INLET OF PIPE r r } LINES AS REQUIRED TO ENSURE CONTINUITY OF ELECTRICAL �/ TO BE REMOVED p r SERVICE ❑ Z DRAIN LINES TO BE , �wF:;-2l 4. CLEAN ALL PAVED AREAS WITHIN THE LIMIT OF WORK OF �REMOVED AND DISPOSED DF Z ? "risr -•• Y t t CATCH BASIN GRATE TO BE REMOVED, STABILIZED CONSTRUCTION ACCUMULATED DIRT AND DEBRIS. W'cc-R LEy�-rV�1D�9 3 ENTRANCE,LOCATION TO BE �- STRUCTURE DECOMMISSIONED WF 5 26 BOLLARD TO REMAIN AND U - COORDINATED VVITH OWNER W=�H-2t 5, CONTRACTOR RESPONSIBLE FOR CLEANING ALL.SILT AND BE PROTECTED(TYP.)79 t / / F 5-24 DEBRIS FOAM ROADWAYS CAUSED BY CONSTRUCTION TO BE REMOVED AND p.�.. ti ACTIVITIES. _ED FOR RELOCATION ^ 6. SITE SECURITY IS THE SOLE RESPONSIBILITY OF THE SILT SOCK(TYP.) IRRIGATION CONTROL VALVES tO BE REMOVED INFIELD CLAY TO BE REMOVED AND DISPOSED DF ti=' HYDRANT TO REMAIN � CONTRACTOR.CONTRACTOR TO INSTALL CONSTRUCTION �_ �, - AND DISPOSED OF,FIELD LOCATE AND REMOVE / AND BE PROTECTED FENCING ALONG LIMIT OF WORK AS REQUIRED. IRRM17ON MAIN WITHIN LIMITS OF PROPOSED .� FIELD AND CAP FOR PROPOSEDCOIdDCFI0N5, f } T. EQUIPMENT USED IN THEAREA OF RESTRICTED LOADING SHALL AREA OF RESTRICTED CURBING TO BE REMOVED M'N0-2� _ y / � BE UNITED TO THAT PROVIDING NO GREATER THAN F>-2Q LOADING.REFER TO NOTE 7. AND DISPOSED OF ••••__ f LOADING.NO IMPACT SHALL OCCUR IN THE AREA OF RESTRICTED f 2w2}- � HF S_21 LOADING.DO NOT UNLOAD MATERIALS IN THE AREA OF DA% BY RESTRICTED LOADING;UNLOAD MATERIALS BEYOND THSAREA ' III t'rtweer rrff. 7t5sGo WW1 2-'7 I Aldo PUSH INTO PLACE WITH LIGHT EQUIPMENT. t CAMREE rsrss0_rast POTENTIAL CONTRACTORwFyF_2D tea _SHED TO BE REMOVED AND DEMOLITION FINAL STAGING r� WALKWAY TO REMAIN DESGNEDUY RDT DEMOLITION AND I R[3510N CONTROL LEGI ND f STOCKPILE D,FOR AREAS TO BE COORDINATED IN THE HELD / `} AND BE PROTECTED P] DRAW48Y ROT RELOCATION r / ❑� RI IOVI AND DISPOSE OF ALL GRASS,TOPSOIL CNECK n Br KFRF PS �Y1F 2-1S LV(;PZ- - -"• CHAIN LINK FENCE TO BE // / wi s-19 GRAVEL,AND IRRIGATION COMPONENTS.PREPARE �� ul � s ''-•` / WFifi-17 SUBGRADE FOR PROPOSED CONDITIONS. WM x REMOVED AND DISPOSED OF{TYP•) SILT SOCK{TY P.] DRAIIANC;SCALE s•=70 .� Wl"#6-15 REMOVE AND DISPOSE OFPAVEMENT AND PREPARE SUBGRADE FOR GCS wr2-s 2� ^'�., f LIMIT OF WORK(IYP.y >yFB 1s PROPOSED?CONDITIONS. ViFi7.�-l1, r 71 Tpl o av aC WF2�&� - rr REMOVE AND➢I5P05E OF7LL DEPTH OF GRAVEL PARKING10RIVEWAY SHR7 TT%E WF#2-10 WF12-7� \� r p►� .-�/ W-F eG-12 STABILIZED CONSTRUCTION ENTRANCE �. S DRAINAGE STRUCTURE5 TO}1 Y .� �' r i REMAIN AND BE PROTECTED r"'1 STRUCTURE OR UTILITY LINE TO REMAIN AND BE BASEBALL WF$i-l0 -s REMOVE AND DISPOSE OF FULL DEATH �. �- �r��� � Ste/ OF GRAVELPARKINGIDRIVEWAY .-� �LECt� Lf6 E o (TYP,) PROTECTED DEMOLITION AND aT-21 ` �� � i 1YFfgB-9 A i tP ,� � wFs-a YtF7-23 FENCE OR UTILITY LINETO BE REMOVED ANDROSIaN CONTROL � �qti / �� INY 24"CEAP - WF?7-22 FFrFfrtt�DISPOSED OF PLAN WF#2` �.:;- 5 bQ E1��r3.05' �14F5~7' y tvFS}7-21 "a Ica Nr r SILT SOCK SEDIMENT CONTROL -' 3D7977D.178' b R ' 0 r• f ��-/ DRAWfWGHO, - \ 3 .s., �r-...59428.77J' 1. OF \ -y �- r EE() R r vEOESTFaxyrJeASRr+caG+lTaeE F,�9 14F7•-19 -LIMIT 0 WF 1-23 � -�=�;�=- .� UR > I • /v .r _. cap 1-2s _ - _ Q LY' r fi .�W ,,� •::�r- 1 1 1 a $1 asr ! YIFaF7�18 x STRUCTURE TO BE REMOVEI]AND DISPOSED OF �1-Z5 , _� ■' �•, �� - 1A �wcfty �� •-.-nWF67-17 8 DF 3H 2 3 4 5 6 i �+ i �" ' �°�•r � r NORT �,�'P1F�8-�>; H LE tzi r .3 ga XGA t +! r .1J cl Gals,Am octatow,Inc. WFR-12 Eagmeem Aro P!lrmOra ri t 18� �' rr 1 O1.DC}' =tEDtkVV sD PLACE I SUITE 3W E fr J� 2 WFA-'11 ROCKLAND,MA OZ o P7a1.M0485F7111s5.aeBYw w-9aVwmm �, ` � � _» �.•� ,��.tri, l� � 9osian BalWnare[]Banda HoRlctd BeCTard t ~ � � Y(Ff f b-9 J - rrro-I-wh►.e.�►e VDak�i7 N Gah xanc+aas hL 4E#uF.nl 6e alb'ed u ti0 /,�O J r Sri H ltil'24"CitiP W11`17 2Z °RDa[, .w.ehw.i.a vmrawe...ps.1.. ar�w„d Gw AcorieLti LC faprorroxOx� sa 5 ' r� EL-93A5 yF S-7� LI EFtr} �� II �� WF7 21 SRC CIS IN:3p7s72s}.178'I Z.7594213.770' L _ ! ( CHAIN LINK FENCETO BE ��yy� I ` J' .�_REMOVED AND DISPOSED OF(TYP.) �r���r��K_ PEDESTRIAN CROSSING SIGN TO BE , p ! �WF!#7-19IPERMIT S ET 2� _ s —� h REMOVED AND STOCKPILED FOR FUTURE USE t� � f � l DWF#! VrFsf7-2 _CWFt -� WF7-15 REMOVE AND DISPOSE OF 12'OF SOIL Y7m 4 � BELOW PROPOSED FINISH GRADES—81 ` r • `,�' ` THROUGHOUT ENTIRE REPLICATION AREA ' 1 �---I 1YF 5-3'\ F - • d a�- �'" REBOUNDER WALL TO BE . 0 [I] iYl 4,4 5 ti -• / , r REMOVE AND DISPOSE �` REMOVED AND DISPOSED OF W Q � OF CMP CULVERT 1 1 RRIDVE AND DISPOSE OF FULL DEPTH � /�'`�-Ih��S"G� � W�W� Ls-1 �^ OF GRAVEL PARKINGIDRIVEWAY X WF4--1Z EL-3 44' I Wd p ,r ikF�f 5-v If i 24"C rr L / / ! TENNIS NET POSTS TO BE REMOVED W5#7-15 ❑_ ©L j cC AND DISPOSED OF[rvP.OF 12) � of_r--� ¢ A RIM 71'V.1c{ rr / ��p ' 1YF4-13 � �� Qll.��� Cif C7 \ I WF$ ,� �-/ .� s� Z �yF 2-1 a DEMOLITION&EROSION CONTROL NOTES: S#LT SOCK(TYP.} �, $k• W 0 u_o Q WrA 14 /f 1. CONTRACTOR TO COORDINATE LOCATION OF STABILIZED ©� C�N= YiF 5_g « f 4 18 T - r�Y;F 7-13 CONSTRUCTION ENTRANCE AND!MATERIAL STOCKPILE AREA U Z C�= Z I C F 5 11 co x REMOVE TOPSOIL AND PREPARE ITUMII�IOUS PAVEMENT TO$E PULVERCLEO , WITH OWNER PRIOR TO START OF WORK. Q C7 FOR PROPOSED CONDITIONS • AND RECLAIMED TO MIN.1G`DEPTH WF4-,s _4 W "�� ' 2. LOAM AND SEED ALL DISTURBED AREAS. €-- f ���1 / 3. CONTRACTOR TO FIELD LOCATE ELECTRICAL UTILITY IJNES H 5 Yta=S_13 , D?,V �` w-J7_1 z WITHIN THE LIMITS OF CONSTRUCTION AND SHALL RELOCATE Q Z INY 24"GF.lP 1 R1kf.�43$.92' o Lt=g1.A7' ,i� I, , >� LINES AS REQUIRED TO ENSURE CONTINUITY OF ELECTRICAL WF#5-14 EXISTING INFRASTRUCTURE T >� STABILIZED CONSTRUCTION f SERVICE. REMAIN AND BE PROTECTED ENTRANCE.LOCATION TO BE I Wr.�t7..1 4. CLEAN PAVED WITHIN THE LIMIT OF WORK OF COORDINATED WIT}i OWNER ; ACCUMULATED DIRT AND DEBRIS. . V1F5-15 • � 5. CONTRACTOR RESPONSIBLE FOR CLEANING ALL SILT AND DEBRIS FORM ROADWAYS CAUSED BY CONSTRUCTION ■ 4 / wF7-14 ACTIVITIES. ■ ssb L �IVY TERIAL CURBING TO BE REMOVED 6. SITE SECURITY IS THE SOLE RESPONSIBILITY OF THE AND DISPOSED OF ST I EHIALEAREA , * CONTRACTOR.CONTRACTOR TO INSTALL CONSTRUCTION WF#7-9 FENCING ALONG LIMIT OF WORKAS REQUIRED. � III Ma DATE DESCi7IPTII7.4 6Y B $ , ! r -f r� DEMOLITION AND ERpS1(3N CONTROL LEGEND ypqJr:t4. Tt9s�a } I �. Is � � uDnRLE i� REMOVE AND DISPOSE OF TOPSOIL AND PREPARE YIF 7-8 DESIGN®FOR PROPOSED CONDITIONS DRAVN 6rY D BY AnT AFAtV� ear PULVERIZE AND RECLAIM EXISTING BITUMINOUS CjqEC&Dsr KFRIPS PAVEMENT AND PREPARE FAR PROPOSED l SILT SOCK(TYP.) CONDITIONS °` ul �-� � � onAxap�atE r•2Q' vIF 1 'LIMIT OF WORK(TYP.) REMOVE AND DISPOSE OF FULL DEPTH OF c�APrns sGAtE Wi�7 3 r GRAVEL PARKINGORIVEWAY rD fir 4e REMOVE AND DISPOSE OF PAVEMENT N.,3073437.fl87' �?x AND PREPARE SUBGRADE FOR E:7a94B9..567' UPL ! ,, �' f WF 7-6 SFiEETTFIIE �a EL:98.3" -' 1 1Z o WF67� -L7- • / PROPOSED CONDITIONS. f STABILIZED CONSTRUCTION ENTRANCE J•` ��� PAS [� 1 Wr#7-5 ��l w STRUCTURE OR UTILITY LINE TO REMAIN AND BE TENNIS DEMOLITION AND �"r PRflTECT�ED A .* r f dry FENCE OR UTILITY LINE TO BE REMOVED AND EROSION CONTROL rye + t` •AfFFFFI�7 DISPOSED OF PLAN hE:3¢79473.fi7g' t 75-98.51ti1. 7'7: EL-99 , w SILT SOCK SEC IMENT CONTROL p L- ..... —=LIMIT DF WORK s x STRUCTURE TO BE REMOVED AND DISPOSED OF s a� se 2 3 4 5 6 � f ]LJ I Y� I .•f �� f[T� Fw� 1 n �` NORTH � � •.tea + r � zv � n3 —4-- � •D�t Gi!!Aaaoaly Mt. E .,�� 1 �-� r • y l�� En9nnel�aidd Plermem 1 ! 5M LEDGEWOOD I'L.AC.E I SUITE 3W 1 P7b1. X455 lf23TE} + En p 71f 1.375,41G5 F 7813 r f Boston Utlmare Orlando Hpltford Btdlard 'r IV r+�n n raa tee,�ravelMfaaee ewes u f l T � 1 ( i tr t 1 t ZA —, =- , 11 t�`r f f f t � � IPERMITSET V s � 1 u l +1 `�, 1 ti I 1 1 ] -.. r>`J POTENTIAL CONTRACTOR 4 -,` s 111 i [1+ l +STAGtNGISTDCKPILEAREA FINAL STAGING r- o :X f j rJ AREAS r TO BE COORDINATED IN THE FIELD 14 �rU� wi C/).7 zC) �� I p f��10 ,moo j Fi wc:)45 �r f Lo _ { ra,. A0 2 ADD ALTERNATE#1:REMOVE AND v' it Z LLI:z t7 C,a DISPOSE OF EXISTING CHAIN LINK FENCE =QW r ` pft 7 I 1 ` LIJ POTENTIAL CONTRACTOR t x ^� w o©�w� LA Q 1 +tea C� STAGINGISTOCKPILEAREA.FINAL STAGING �' ? 0 c�.iy C f �; AREAS TO BE COORDINATED IN THE FIELD Z�d 4� w _�cr o rL l j l l S l DEMOLITION&EROSION CONTROL NOTES: �n 1. CONTRACTOR TO COORDINATE LOCATION OF STABILIZED 9- CONSTRUCTION ENTRANCE AND MATERIAL STOCKPILE AREA WITH OWNER PRIOR TO START OF WORK. � r � 1• j 1a �, �-0 + 1 ar s 2- LOAM AND SEED ALL➢157URBED AREAS. v1 * t?� n ., 1 j �U�p O„ 3, Cpl'C(RACTOR TO FIELD LOCATE ELECTRICAL UTILITY LINES WITHIN THE LIMITS OF CONSTRUCTION AND SI•IALL RELOCATE SERVICE.REOl11RE➢TO ENSURE CONTINUITY DFELECTRICAL MANHOLE TO REMAIN AND ES®R�E � Na n tTE oast rtlPnaH BY PROTECTED(TYP.OF 2) Z3}IC 17fi.3't 4. CLEAN ALL PAVED AREAS WITHIN THE.LIMIT OF WORK OF PROJECT ND. 715560 ,❑ 5 yn. ACCUMULATED DIRT AND DEBRIS. CAxiALE ism-colt � � 6 Im-I s IN? .i[�WF, 7 S. CONTRACTOR RESPONSIBLE FOR CLEANING ALL SILT AND DESIGNED BY ROT I ��>3- DEBRIS FORM ROADWAYS CAUSED BY CONSTRUCTION Gluwulfr Rnr 5 ACTIVITIES. cHerxeitL�r !<FR+rs ^`°� Y1I•'�8�5 DF E ' l #g-4� 6. SITE SECURITY ISTHE SOLE RESPONSIBILITY T14 DATE alp CONTRACTOR.CONTRACTOR TO INSTALL CONSTRUCTION MVAN0 SCALE I'a 30' s t FENCING ALONG LIMIT OF WORK AS REQUIRED. GWluC SCALE r rj �)N DEMOLITION AND EROSION CONTROL LEGEND r \�yti�r�•_` `-- �_ w x BELT SOCK(TYP.) z_n ,: ��•�\���4f — 4�,� ,; :n�a—z REMOVE AND DISPOSE OF TOPSOIL AND PREPARE sKET TITcg FOR PROPOSE[]CONDITIONS L � -�; ° ~x ! LIMIT OF WORK[TYP.] •+'I:..e 4 w WF$-1 REMOVE AND DISPOSE OF PAVEMENT AND PREPARE SUBGRADE FOR TRACK PROPOSED CONDITIONS. ❑ MOLITION AND PREPARE FOR f C PROPOSED CONDITIONS STASILITEA CONSTRUCTION ENTRANCE EROSION CONTROL PLAN A 12 n ;g STONE➢U5T TO BE £ � r�1 STRUCTURE DR IITILtTY LINE TO REhIAIN AND BE ff 'b o lFIF° i7 P>w� {y { 1 -� REMOVED AND DISPOSED OF �r„I PROTECTED ,' f7 L I AFCYS.G$ ~~ 1��•`��• r �YR bR14WltiG NQ SILT SOCK SEDIMENT CONTROL 3 CIN LIMIT OF WORK C0 >] 171 2 3 4 5 $ NORTH CJ x u Gaza Acaoclalex,Inc. Fsrr,ewx and PFenncrs -� .. �• 1+7r... 300 LEOGEW000 PLACE I SWE 3W E r 2370 117UMI QDM-14 �'-DM1 5 P?aIlI,73,5.&i85FLAND.MA a7L kDU 1.935ZOTwvnv.pah+cmn s CtIt�CRSTE RIM=l 15.58' f RIf�F�1 15.72' Bostor,6a711more fhianda HavdorC[3eC[orG j�RS l� DYII 'IElA�115.&1' MH 1 ��4I✓_L+ Ihl=-1]o.fi4' CB�C w frl}�*+:7�5.f�' LT1.{14 r Pik Fes ` l� Cow d rwvv.4grtweeny"recnWdd-aMrcII*IOW FlII1s��`'�r1' [3yrRr 'v 4 npsc+tiwYYGsyu+ma.akcrd�wlydA�Krdv C F'fl���+�• � f{i1A-715.$0' Q-7kSFi N:St79D�:SB.79:S' roaeeh.ereeaRn.euaeepna.��r�.�a L10.5 ,�7�` _RIP S 91f L�,A `^-- »MCP 1 ARI1h=115.38' STTirItvO;t ELOi 8.27I' aa.►..«xsue am+a�anz� DM �I:f;,�1 T�z � U1LD,y0 + �Co $•�,�LFtIM-0 i2,1.7' Af'� TA6;7 F`JC?ARi` --�x N r { ��� FC�RIiY]' �i'A�f r �� �115.55 }1 ter. DMH ppiF 1 6 1 try- rti7 1 t� �ftill=111.r7' rltF$ KiYA L. !�W �C �.r roo! ,u _ r; �.P C3 -� _ PERMIT SET x1 os.7 CW� Eil]! Hrt!_ Ar 9tEIC1!M7 RIM-115d3' � r. EXISTING LUMINAIRI 5 Td BEREMOVED AND ] ` 1.�p 1 01$FOSED OF.EXISTING POLES AND 1.6-"'ram., ti � T 11�" -��IRS- 'ITS'��`— I kip r ELECTRICAL SHALL REMA1NAND BE -- - PROTECTED(TYP.OF SIX(6)EXISTING LIGHTS) C}W!h_L c'� 110 1ti= __ IHK _ D j T"p GRAcS X1€IS ` x`1�Ej•'_�TR2+rv; `;D8 j ! S E~759277-667' �� '��-�- U)--j I FURF GrgasS 1 } x105 5 EL 105.201' S'DEC �-` ~—p � z tc] of w65wc::) Cr2 d=�LLJQLLI rm D X1p5.5 TURF gSa e LLJ A17 I x1DG1 1 j ' ©w�� � o- I o LtN�CX p+�iDAc'� 1 �^�� ��� j FRO-CIS~� - - Lu 4.J (( i 1 ' Z O 11 FOOTBALL FIELD 1 x1D�.r LJ. C)<:L I i sl�11r 0��= C T// { - SHED :y W��� 2 j rl1RF` •106 j GRASS . ._.� Q Z ! 1 Qz STAlU L�3F{T'pCf rU>zr GRASS 01 I �r 4 L BuRim S L3Cq;TON F. ST• T;IRF GAS �t7 LOCATIp�E OF-MOLITIQN&EROSION CONTROL NOTES: NO, DA-M MC'a nON 1 Plit23ECT►t0. 1195G0 i. CONTRACTOR TO COORDINATE LOCATION OF STABILIZED CAM ALE rlssco cols � � — - CONSTRUCTION ENTRANCE AND MATERIAL STOCKPILE AREA OMGNM er >;aT I Fp7S1 U4.5 S ''A 2 TURF%'�455 Y r WITH OWNER PRIOR TO START OF WORK, X105.3 C�� - F DR&%VN ev APT LIMIT OF WORT{(IYP.} 1 2 LOAM AND SEED ALL DISTURBED AREAS, CHECKED By xm ips 50'NC3 ; as f E3 t.6 ZarlE D;, 1N-v Rr A R4fh x 3. CONTRACTOR TO FIELD LOCATE ELECTRICAL UTILITY LINES DATE uts�o2s 1 pTj_ Tim. ' . l $�i NG Bh7Efi4D LC, } rt31,� ' - WITHIN THE LIMITS OF CONSTRUCTION AND SHALL RELOCATE DRAWING WALE s•Sao LINES AS REQUIRED TO ENSURE CONTINUITY OF ELECTRICAL SOD �Rq - i.,�. �? � Si]1d�,y tD].86' � oRAPFVCSCALE D • 0`1�� ]Ro.7;r' SERVICE E�1 SHED TO BE REMOVED AND KI04.7 _ o STOCKPILED FOR RELOCATION 4. CLEAN ALL PAVED AREAS WITHIN THE LIMIT OF WORK OF ~ ACCUMULATED DIRT AND DEBRIS. sNrYTms ` 1 _ 703�"`+•� �'���SILTSOCK(TYP.) oriE jR2 B 11'" 2S ,� w - ,�4-� :f - `-. -^`"-•,�.,.. d - 5. CONTRACTOR RESPONSIBLE FOR CLEANING ALL SILTANq 1 zNS.tipW,,AV?o �- �' �� �. p DEBRIS FORM ROADWAYS CAUSED BY CONSTRUCTION vcR=B R3 w 1 4 zD�� s �vr z .��.' ACIMMES. 1vRF q4 == =f :• ��„ WALSH STADIUM ' 8 WFJ3-1 3s 6. SITE SECURI TY 15 THE SOLE RESPONSIBILITY OF THE • -V7- 'Gr '� CONTRACTOR,CONTRACTOR TO INSTALL CONSTRUCTION DEMOLITION AND 1 wry-g a-7 '"5 WF#2-22 �`wF��?�21 �� _±Ea -___ FENCING ALONG LIMIT OF WORK ASREQITIRED. EROSION CONTROL A wF#1-7 PLAN DEMOLITION AND EROSION CONTROL LEGEND WF#2--20 r �-�' 1 1 i � i Z � ,-;r-•�r UfiRK71�G hC. 9 1 WF#-1 T D ��, �4^� r Z� �O�` 1 SILT SOCK SEDIMENT CONTROL f WF#2-1� wF�rz 14� ��� f _ r rf Tr �Y WFF1-i2 -T3 _ F¢Zwi3 -# -- ••LIMIT OF WORK �0 `t -99 f LL?4• 1 i >c ? 2 3 4 5 & .... . .. ..:. ... -S`'..:.. .: ;.. .' :.' :.. 1G,�,//� iF1F&-1� NORTH LE"��':.'.'. S ....... . ... CAN A480clates,Inc. 7IF F3—12 Frgb ocrx a d Ybmvrr Es4 1.. ......................... / —� 1.. ........... AUK— a- ;, :za3 �ao�_aa• rcL ':: .. :..':.'. RO3DO KLAND.MA PUCE I SUITE ana E .... ... . ........rtr,`!rf .. �/- ¢ ROCK LAND. ssssscar+,,,w.y�Encan+ i 8a3ian satumom Odando Hartford VadEard / j.. w .. �-.�� •.•%.F..r~ I r 'a■4 SNs asN.rl ra Ae ►d Cuni`..cCak►sveYrM • - :,;;... .. - '' -.' I f• :J WFIS-8 7•—zs I �ee.an.ndv" r vie .`.n"`scnomrin near tQl% ,J �R' r� t,r ItJ!24"CbtP If WF07 22 urewoe�rx� xo2s �YFgS—r'� l APPRIrD+�`ARC FRpFROM�7Y SYF#7-21 r S;S .:. N:307972€,178' � � • t f f �::G ���f � � r 759420S 770 ppL� 7 1[,3.ifD3'I YIF�S—£ .. �"�TF Q' �lri'j'1—z4 GRAVEL" -/ 4 • p / I�� 3 = f'�W�FY op DRIVE IRfVE o _ - IPERMIT SET� b \ ` _ �. �') ! ► REFERTO SHEET LID r I WF6- ' I �wF17 ---. i l � [ 1 ' LOAM f.SEEDS":� � `°� {t/ _� �4 P1 05 CONSERVATIQNIWILDLIFE MIX 1/ `� { 4 Cp I LINKEFENCETER CHAIN ram! � '= :; 12'DEC ' JJ m') 1 2aFTVEHICLEGATEWITH -¢ B10t�/ t,�F x 6..` WF 7-=7 HAIN LINK FENCE[TYP.) `�- f "EMERGENCY VEHICLES �q j `WF 4-7� ,YF'+1r'? +,�' yOl Epp :..:;..`.;' ONLY'SIGNAGE •�~ , =` 1Z WIDE RALLY!![ASTER BACKBOARD OR ,�. ,,'-"•• �� APPROVED EQUAL.C]iAIN LINK POSTS '`' tt f� TO BE 5'D.C.MAX.BEHIND BACKBOARD 5.•4 '3 FTYVIDE OPENING,, {/kYF4-5� tea# i 4-00 r �� amp ! 1 CI?...-1 CONCRETE r WF#5 _ RAMP(TYP.),sue / B4 � 1/ I� Z Q t(7 � 5 MBER GUARDRAli _3 r rirµ—�� I J _ ] W C7 t }f: �. ,�: 3 �h f / c,vc► f , }� co L1 is ' r wFp. 94/ / -LAf 2d_cW.P�I �� L1.Eu)LLlc) L>_I co J NITS OF ACOUSTIC 0 {f WF4-12 EL-93.4� I J `fir L WQ c7 CONCRETE CURB AND BiTUMIN{7U5 I I ', 7 W°PANELJNG(TYP.) C7_;:::a,, 1 j PAVEMENT TO CONTINUE WALKWAY g/ ! 4'SWING GATE I / (1YP.OF 3) E� ~ INi 24"C4tE5 � 3k 16 RIP RAP(TYP.) a> of(511, P� JI / �/OL.L.I cn 7 EL�91.1 iS' r '{:�t,� ,z' d I�,Q;' ,� ,I r< W z p _10 �r a`'�,/u• �, J. `-.... ! TENNIS NET AND ©>C70 ~Q I J� POSTS(TYP.OF 6) t 4 W a�� LA.. A r50-SEAT PORTABLE BLEACHER ON 8' y f U_0�Q p PEDESTRIAN CROSSING SIGN F�5 y , x WCONCRETE PAD(ALTERNATE; �+� WF#7-13 Z� Z � c.7 : � � ).=C F S-,1 WF4—t::�7 ' �C =[1]-- - LiJ i. i— w 5-13 . UMH CONCRETE RAMP pJ ti.: J I.rylYz4 Cb1P "Rig=56 92' (TYR) { �� ;' � f� Wri7-12 QZ c S w � <' Y!1 1F 7-11 x" � sn J ,NF#r,5 :� % of PICKLEBALL •I,.,., __ J I cl, .. STRIPING(TYP.OF 4) CROSSWALK LTG ' STRIPING LE r I J f tAYOIJTANi]MATERIALS NOTES: . INSTALL STOCKPILEDI J !J 1[F 7-9 1. LOAM AND SEED ALL DISTURBED AREAS. J J AREAS WITHIN THE 1DD-FT BUFFER ZONE PEDESTRIANS BOSSING SIGN /I �. ... � J ua, m� !I SHALL BE SEEDED WITH NEW ENGLAND PROJELtNOo Tim B tU'r ( �* I ! JJ 257 LF OF ACCUSTIFENCE CONSERVATION/WILDLIFE MIX,A5 SOUND BARRIER(OR EQUAL) MANUFACTURED BY NEW ENGLAND WETLAND CAM nLE ,YA } a�C I • SrIF 7 S PLANTS,14 PEARL LANE,SOUTH HADLEY,NIA, BY �� B C tvF 7 2 O� I OR APPROVED EQUAL. DRAWNQESEG3iNE[3 ED aor I FERIME CHAIN J J�V 2• UNLESS NOTED OTHERWISE ALL CHE:CXMBr KfRIPs UNIC FENCE(TYP.) ��SJ + yw IMPROVEMENTSNCLUDTHE SHOWN HEREON ARE TI BEDATE ,„y� INCLUDEI3INTHE'PHASE#"CONSTRIlCT10N PERIOD,TENTATIVELY OPERATIONAL.FROM °RA1�Na SCALE + 27 WF#r 1 c w1 7-ti WF�7 SCALE TO DECEMBER 2D25. GRAPKC E j 1? 3. ATHLETIC LIGHTS S1-SS ARE TO BE o "� a Es a p f INCLUDED IN THE'PHASE 2'CONSTRUCTION 1�: 33 30744?7.9i�7' f C?a PERIOD,TENTATIVELY OPERATIONAL FROM J � K'F�7--6 SFtEE7TETtE C.759 a7' Uni 1 x r r� dUNE TO OCT08ER 2026. %� E P1,:9 Ii$,�5 L' SjcF • LAYOUT AND MATERIALS LEGEND C� TENNIS WF#7-5 BITUMINOUS CONCRETE ay 1 LAYOUT&MATERIALS BITUMINOUS CONCRETE PLAN A - _ ri 1 YF{„ WITH ACRYLIC SURFACING N.1079433 FENCE GATE �i 5955S-,766 7SG' 1 EL'98.817' t otuwErzG E.v. CHAIN LINK FENCE LIMITS OFACOUSTIC PANEUNG C 102 TV COURT ATHLETIC LIGHT 2 3 a 5 s . j 4 r � NORTH 4GA LE iuk /iEtE❑ r JJ r] 2 GNP ms x eR,Inc, E'ngrrgers nd Plarmvrx E r f r f� [ !r � 300 LEOGEWWD PLACE I SUITE 300 -!j "�`• 1 G IA TMM rn P 335,SS F 78L335.6167 www.0¢€r edDXn rr a r C� $OSWn pWymare OAar+do Harftard 9edferE r THw%,l 10G desl�LQ meauzk+�kavrr E-r3sad xstp 5 j F �� �• �Y ,` � �V�+tbGa4 Anrc�W.Ftnd�uf rce bsahrwa• r { ` y`--�.�' ��~• r..a ieraw n.wah a[sn.•rN�s ceva+wsrnpesrlurnd \vo. x C) PERMIT SET rtt ! x U ups ADD ALTERNATE#S:ATHLETIC rip �RI- 5.24' LIGHTING(TYP.OF 4) ' ~-r-- + n WSu fl 1 1 ❑ Fq ! r� G f wv�- - is L� ! Ansr� �i 1 Jr " WQ > G7 x r p r r 3' 5S¢ c� e y^ C7 \ate ; 'r Vs rs' > I Q{.��'"" w ADD ALTERNATE lIS:f 350LF OF&fT CHAIN � AAA � � ! LINK FENCE WITH WINDSCREEN AND*NOLtME� +'RODE --- �' 7 1 TRESPASSING'SIGNS SPACED AT IQD-FT O.C. FRCS CIS ©W❑� S e W U IZ 0 = I D 'o mLo !j! to A, 1j �3 w t�Y LAYOUT AND MATERIALS NOTES. A. 1. LOAM AND SEED ALL DISTURBED AREAS. �Ajo AREAS WITHIN THE fWFT BUFFER ZONE GrtD zC,'r SHALL BE SEEDED WITH NEW ENGLAND v SID o ' r` CONSERVATIOWNLDUFE MIX.AS ! r ! MANUFACTURED BY NEW ENGLAND d�STo.x5'NAG WETLAND PLANTS,is PEARL LANE, Hq t�+Te flESc�I�T[on� ar / SOUTH HADLEY,MA,OR APPROVED Mum NO. is RIP' _ r 775 3� EQUAL C400FIM 71m(Lclo+ goo OF SrnTk• DWI2 Z REFER TO ELECTRICAL DRAWINGS FOR DESGUED BY AOT SUR RI�i-S51xJs4'�` I �� �71-0 -� INFORMATION ON LIGHTS,POWER Fk cr -t SUPPLY,CONDUIT,AND OTHER os:nnwrsar ROT ELECTRICAL WORK. CHEOCEDRY XFgrPS CONCRETE CURB -� 3. UNLESS NOTED OTHERWISE ALL DATE u1 J Alll t r fix' X ! IMPROVEMENTS SHOWN HEREON ARE fl:vMuGscAL` V TO BE INCLUDED IN THE`PHASE 1' cWPHIC SCKL CONSTRUCTION PERIOD,TENTATIVELY o x rP ! ►�` \ [� rr�s 3 OPERATIONAL FROM SUNE TO I STONEDUST ' DECElv4BER 2Q25. j I; 'j j y,�•���`-\� � ��1_„_ r � CONCRETE PAI] sr{EETTme I� + ! ` :��� ` f i 4 INCLUDED IN THI'IHAIE IRE TO BE I+Ir + 4 CONSTRUCTION PERIOD TENTATIVELY a o � a t.�;. ivt a-s OPERATIONAL FROM JUNE TO OCTOBER TRACK REWORKED ! 2026, a4,El ! l iA SHOTPUT AREA LAYOUT&MATERIALS j �" '� A � �c7 fr � � � �f}� �r' � � LAYOUTANb MATERIALS LEGEND FLAN [] A ,r•'c a `? '�" � � xI5S7.5 RECESSED CIRCLE WITH pCa I w 1 s9 w �_�^ FSC W/TOE ySOARD(TYP.OF 2) ` STONE DUST kf w � �� r � H E f � •....tis,� �� � "�' I� tx�►.vn,,��o. ✓ �! ern �- �r �` 1 `ti �=i''. �';; CONCRETE t 1` (LN-3)Yfa 72. `� a ATHLETIC LIGHT r1VdOhrOO'l19) r�RCA c r'r ., —-—--— � '�, LIU se OF ae 3 4 5 & NORTH diO—iGALE Gala Assv Nato a.Inc. Eap;naera and P'finma E 300 LEDGEWOOD PLACE I SUITE 300 ROCNE.ANID,MA=70 P TS 1-115.6485 F 781=5467 WWWv VAlnelam Baslan Bolgr mra Orlando Hartford 8edtord T*add w4T+6+'+IJnrd¢'stuc%a+Esttrtt Jrd*W +T n da4>•dsx4ka Y[.fed and m is Aced er nuwhr!d'r am■]ndMapru vdmpm;lm cr Gr.Aaxcs.�i'c.r vrndtwaxi SPECIES VARIES, REFER TO PLANT LIST SLOPE PER GRADING PLAN, NOT TO EXCEED 3:1 NOTES: VARIES,REFER TO PLANT LIST LOAM AND SEED DISTURBED AREAS WITH NEW ENGLAND CONSERVATIRNAMLOL IFE WX, P E R�(T S E T 7 W 33E SHELF a AS MANUFACTURED BY NEW ENGL AND WETLAND PLANTS,14 PEARL LANE,SOUTH HAT]LEY. PROPOSED STREAM MA 01075,OR APPROVED EQUAL APPLY AT RATE OF 1,750 SF1LB.OR HIGHER IF APPLIED BOTTOM OF CHANNEL @ 83.E AT THE END OF THE GROWING SEASON.LIGHTLY RAKE TO INSURE:SEED-SOIL CONTACT, 4 COIR LOGS BUFFER ZONE RESTORATION AREA PLANTING SCHEDULE Coif 1 A NAME LAVN NAME SPACING SIZE 4EtANTETY SWEET PEPPERBUSH L7cm akdola 6 FT O C CLUSTERED 3.4 FT MIN. GRAYOOCW OCD Co7wsracemom 6FTQ,C_CLUSTERED 3-4FTKPL VJ.__I SLACK CHOMtRAY Amb ffWv u=p@ 6 FTO.C,.CLUSTERED 3.4 FT MIN. Z 0 Ln BAYBERRY Wrimpem*anka 6 FTO.C,CLUSTERED 3-4 FT MK Lu co WETLANDISTREAM RESTORATION SECTION RED OAK Onrraanka 1DFrD.c,cLusrERED 3•4FTNLN, >UU]W< © Y ►Lr.s. RED MAPLE AcrrrvDrtun ID FTO.0 cLus1FRK 3•4 FT I[N W:E p L�L.N< WETLAND REPLICATdON AREA PLANTING SCHEDULE►STUN �u,0L J �tj fli CO IADN NAIAE LATIH NAME SPACING SOLE STATT� QUANTITY � ..r..W � 0 CD1AA1oH ELDERBERRY Sa'ndncus wn*nsfs i 6 FT QC,.CL.UMRED 3.4 FTRN, FACW W Q[�© LA_�� L.3_0 w� � C SILKY DOGWOOD Comte a="= 4.6 FT O.C,.CLUSTERED 3.4 FT&gN. FAQV 2 Q o_ z r F COLWONWINTERBERRY ilayrvask 4-6FTO.C,.CLUSTERED 3.41FTMIN, FnW 6 f LIME]SEDGE CarerMida T FT 0.C:,CLUSTERED r PLUG COL BONESET EFffr+Pe+��+ 1 FT RG,CLUSTERED 2'PLUG FACW+ C) VIFP 5-6 i / 99.tl3 C� SOFT RUSH lurrau cflnus 1 FT RG,G USiEREC3 2 PLUG 09L I GREAT EWE LCBELIA IADe I �r r S�Llc= f FTO.C.,CLS}STER£D TPLUG FACWr 1/1 /WF 7 24 BLUE VERVAIN Yarwnd l asfals s FT O.G,CLUSTERED r PLUG F=Y+ f f WETLANO REPLICATION AND RESTORATION AREA CONSTRUCTION SEQUENCE l ` f ����5 J J 5.A OUALiF1E0 WE'tLANO SCIENTIST SHALL SUPERVISE ALL ASPECTS OF THE PROPOSED WMIJWD REPUCATIDH AREA / AND WETLAND RESTORATION AREAS I VIR LS)DURING CONSTRUCTIONi EG EROSION CONTROLS,SITE PREPARATORY, REPLICATION AREA i1'FR8 2 k WFF7-25 GRADING.BACKFTLUNG,PLANTING AND SEEDING I (940 SF) _ f k�J s�6� f 2.FLAG OR STAKE HEATS OF WRA FLAG TREES ANCIOR SHRUBS An ACEWT Tfl THE EX€STING WSTIAND BOUNDARY TO f Si RWAU4. INSTALL IROS]ON CONTROL BARRIER(LE,STRAW WATTLES OR Ct]fMW FILTER TUBE)ALONG � [ Bl DS f INTF_RSECTNON OF THE WRA AND ADJACENT WETLAND.TAKING INTO CONSIDERATION THAT GRADING WITHIN THE WETLAN0 MAY BE RECURED TO ACHIEVE A SUITABLE HYDROLOGIC CONNECTION TO THE WRA.ONCE THE WRA AND APPROX.LOCATION OF �� �-� ITS l � / / ADJACENT SIDE SLOPE HAVE GRADED,INSTALL AN EROSION CONTROL BARRIER(LE.,STRAW WATTLE OR NO, DATE DESCRIPTION BY I3 w ssr / �J COMPOST FILTER TUBE)AT THE TOE OF SLOPE TO PROTFCF THE WRA. PROJECT90, n9566 PROPOSED STRE [�� r �y I 3.DURING CONSTRUCTION OF THE 1YRAw THE;SUPERVISORY%*_TLAND SCIENTIST SHALL OVERSEE THE PROPOSED �RLE mm(Lcml `M 'ter rR —A 99.D3 GRADING AND PLATTING SCHEME THE FINAL ELEVAELEVATIONSHN"L BE DETERMINED IN THE FIB AND WILL CORRESPOND TO THE ELEVATION OF TH£ADJACFN'T WETLAND.DURING CONSTRUCTION,THE WRA SHALL BE EXCAVATED TO FINAL OESIGNEO BY RUT GRADE UNLESS A SUITABLE TOPSOIL IS NOT ENCOUNTERED,AT WHICH TIME THE AREA WILL BE EXCAVATED TO ONE r „_�- �. I=2EUOWTHE FINAL DESIGN GRADE TO FACILITATE THE PLACEMENT OF APPROVED CLEM VOLWO SOIL(12% DRAWN BY ROT � ORGANIC CARBON CONTENT(OR 20%ORGAN MATTER CONTENT]AND PH OF 62.8.$1 AS A SUITABLE SUBSTRATE FOR CHECKED BY KFRIPS { WF#4-7 w J �� f �� �� THE ESTAaUSi M9iT OF WETLAND VEGS'FATIOFL WETLAND SOILS WILL CONSIST OF THE TOPSOIL(O OR A HORIZON) FROM THE WETLAND IMPACT AREA(SIANDMA AWET[AND SOIL MIXTURE MMUFACTUREB BY COVNNTNG TOPSOIL WITH DATE yi5�s A SOIL TE)cTUM CUM OP SANDY LOAM,FINE SANDY LOAK OR SILT LOAD WITH DECOMPOSED LEAF lTITER AT A S:i ppAyHUG�E ;'a pp w F 7 Z7 �� J RATIO.THE W-91AND SOIL SHML BE FREE OF STUMPS.ROOTS.HEAVY OR STIFF CLAY,STONES,COARSE SAND. NOXIOUS WEEDS,VIEW SEEM OR OTHER LJT'TER,SE•TTLJNG OF SOILS SHALL BE TAKEN INTO CONSIDERATION FOR GRAPHIC SCALE 83`'►' W\ �� FINAL ELEVATIONS. lYF'I_5 Igl� 4`P i 'J r� 4,MICROTOPOGRAFI'SHALL BE ESTABLISHED WITHIN THE WETLAND REPLICATION AREA UNDER THE OVERSIGHT OF THE 9 � � WETLAND SCIFICiTSIBASEO ON 1TYDROLOGY ENCOUNTERED. �� S.IF WETLAND SOILS ARRIVE OHSITEANO ARE NOT OT USED IMMEDIATELY,COVER STOCKPILE TO AVOID DESICCATIOLL SKEET TITLE f S.INSTALL WOODY VEGETATION(SHRUBS ANDNOR TREES},ADD WOODY DWIS.AND THEN FERNS AND HERBACEOUS AREA OF TEMPORARY WETLAND } PLUGS LEAVE BOULDERS IN PLACE IFENCAUNTEREA. INF4-4 DISTURBANCE 123 SF _ � j��^—^�� 7 ITHE GROWING F PROPOS ED.SEASONPLY NAAND LIGHTLY RAKE TO INSURE AT THE SPEC A ESElr TDSOI CONTACD APPLICATION RATE T.HTHERE IGHER Sfiml B APPU E NO SEEDIN AT THE G WETLAND f ��1 I J-) AREAS OF 5TANDWG WArEiL OO NOT APPLY tYITHN 1-FOOT#SHRUB AND TREE PihHTINGS, r g�, APPLY CONSERVATION SEED TAX TO UPLAND NDE SLOPES AT THE SPEC�fEO APPLICATION RATE AND LIGHTLY RAKE TO RESTORATION J / f i INSURE SEED_TOML CONTACT. p Wi 3 . ` f / , [ PLAN9.APPLY A LIGHT MULCH OF CLEAN WEED FREE STRAW . R• ' \—INV 24'CMP f f / 1D.THE SuPERMRY WETLAND 5CIEH'RST$HALL RESERVE THE RIGHT TO REJECT ACCEPTANCE OF WETLAND PLANT f f ELy l#3.48 N / SPECIES UPON DELIVERY BASED ON PLANT VIGORICONDNTIONS,UNA17LHORIII:D SUBSTITUTIONS,ANLIUR NON- �� f / WF4-•1 x / J CONFORMANCE WITH THE PLANTING PLAN AND SPECIFICATIONS.ALL PLANTINGS SHALL BE NATIVE VARIETIES WITH NO MWyING NO, f / f LANDSCAPE CULTIVARS ACCEPTELL DURING TRANSPORT,THE RANTS SHALL BE PROTECTED TO WMMILE STRESS. ii.THE SUPERVISORY 1YEnAND SCIENTIST SHALL RESERVE THE RIGHT TO REQUIRE A SUPPLEMENTAL WATERING r PROGRAfd OF PLANTINGS L O 1 { ( f 8$.99 ;;''-r'i J 12.REMOVE EROSION CONTROL BARRIERS UPON STABIL!Z ATKRN OF THE SIDE SLOPE ANDlWMANO REPLICATION AREA LL O ,(^ JJ 12 PERF_HOPE 0 0_0 Ia- to OF m 1 2 4 5 fi 1... ... J ter"— ::: '" ,►ram.. :..'. :•... .- ':. .. •-'... �-' ,�D rt t iiiF 6#a NORTH........ L. .........'J�.. t � S, wgL4G E .1. :.�'-. :.'-....... .J.'... V1.. .. .. 1.' ... .-... ...... n:.. ... .......................... �' s i_ :. .. .r'-'..•::• Gale AsaxSeiea,Inc. ..- ..�•. :... :: :. ..-• ., .l:..f J,_..,.- ��.....� i i31 13 .�; �� WFRO-12 Eregkteen And Planners _ f�f..• . .....•,•, .._.. i;r.�[�.• - ... .. ... - —� 'rr ^. --.� A PLACESUITE ADO Wifi-1f OCKLN.MAM0r P7BMW.MOSF761XS-848?www.$a lnawm .. .......; • Boston Baflimoro❑rSendo HarNard 8adlar[; rneed Nwfuk a pnwMA-_tez er.[w.r:�+i pe.sn�tad .�Or INV 24 CMP I ~ WF#7-22 raekmcr. rco7� '• `�f :r� EL=-93A WF`g 7 u C15 5' I I �ApR7f.PpGp 5 ' I I ' WF47-21 4E fiRCA4 , ' r � •�':-�.•- N:aa7a724.17a' � �' � � � E:75942B.770 Yr��ts•-a 4 —z� �;)�� :Q :'... ?�aa,3f[ .'�/ 4 r r g�5 I 9a� wr�7-z PERMIT SETIJ 1 r: r / REFER TOSHFETLID1 c WF#S � f IWr'l -(- BIDS .','_.. { �' '• \ �.elt]lr�/ ,F7-2B y� 99.Q3- ^-- WF#7-17 t �'� WF —is 5...a : ,WF4—S. �-.-51 Cl)—I t ' ! .1J � 94 f g � WFf5—[� :... a �. , J f I YrF4- , , W 0 94, I!id 24"ChiP f rf #QU.3(1� LU U�11.�C:] L I m WF�5—S ' 4--12 EL-93.45• [ f W 2d" i �� ! 93 Q3 r !' Y€F 7 I a 0��¢ o�2 `a, 12'PERF.HDPE @ 0.0% 98.99,..: f CL I EL43 C4tG ;}LAH ' .yC INv.�$$.flQ ry 4. 9�.�•. : .' OL rLLJ RIM-7 12' � lYF4�13 f _f1[ �I rI / 'f' f Q�y ff �7g f' WFJ7-14 �C)Cq0 2 r r jL[�� u �� Vsr4-1d } r ff '$ I� � ! 0o 1L. d-1a WF5 c Fla 11 Qom= moo s-1 F"4-1r f 9&& �l I~•�1� I WF4-1 E 2aQ"E � � Q = Z I:y 24•c 1 t RIM-96.92 �1 rr t rvr�-�z QZ Lb9'.47' "��7 WFO-14 1_�it7j� /r g, f • f I • r 4 f s��- Yi r »,.. n tYF15-15 _ f r 99,03 fr rf i#DQ.30 f r. WF#7—ID �...- LIGH r PoL ( f r r ;YF#7-a3 � f � $ o r rr1 PFI=CF O, D 75[gJI IrFIOV SY /f CADDFILE 71l1559 C7fYs $ C YF,�7-2 /f ~ DESGNEDBY RDT WF#7—a 2 w r DRAWN BY RDT CHECKED BY KFR1 PS DATE �IIYd735 4 l DRAWZSME WF I WF 7-7 GRAWC SME Yfr'$7-3—3 p ,r s N yao3a N:3079437.9$7' o ShIEEETfTLE E:759469,557' U7L I si EL:413.354' � :�p lYF"t r_& GRADING AND DRAINAGE NOTES' rnC � E y Lsi 1. POESTRIAN WALKWokY CROSS SLOPES TENNIS t YlF�I:i SHALL NOT EXCEED 2.0%AND RUNNING SLOPES SHALL NOT EXCEED 5.D% GRADING&DRAINAGE GRADING AND DRAINAGE LEGEND PLAN H:3�79473.97g• Fps+ E:759554.766' �' 1.Q PERCENT SLOPE p EL 9$.B17' DRAYMGN'O, X11 D.QQ SPOT ELEVATION 1!fl PROPOSED CONTOUR C202 16 OF 38 a m n c3 rn �f �89 LCS _K J .q .R ' .J 'i~z!ti f�1Nt 0 N t ��J'06f�nNf Sz e t��f7rV)1.•��ly ` 1 f r. `- �.� �I7 u stab F J N9ls it7{]ft�S�fVtFryb /f ��- - JSph'Y113fd 3lAIS537�Yi�3 10 39t13'x��l3d1i soco �# r'� � ..�. Ld k�~'3NO �� d S f ��P�aFY `�"" --L`�- _ k'.��fi£ftdR 1 -Lie �", �• w �L 4 ii18 mw� Zc ZIP 'F •` . . ����'�.. �.`" "-�`^ .,is Jf "' 16d1' W8 a '��ipti G13i3 � �r'f• 13.G itl.9' L l Ld OUT { Ld L 81 `r g�•a:taisz �� 1�� �I lYt � � ^' v' HL•ihrLS� � F{�C '�'�i71 y�� � �_ k�}^ �.:R{ Lr, f I`E£Uhe I x sir x x x M �Y i CD u� F71'V X C7 0 0 � 'gyp 0 Z m -y a O a v m rn C G] v � v v . . . PRCUEGT n ATHLETIC FIELD IMPROVEMENTS NORTH ANDOVER HIGH SCHOOL m _ 4 430 OSGOOD STREET � n � NORTH ANDOVER,MA 01845 KI 4 zan __ m 6 D IR Q q TOWN OF NORTH ANDOVER m � � q mI 120 MAIN STREET ---A � NORTH ANDOVER,MA 01945 O 1 2 3 a s {3Q un} PLACE TOPSOIL TEMPORARY (5cm 12,5cm} 2" COVERING FOR EROSION AND SEDIMENT CONTROL FOR ALL m--34'MIN. 2'� STOCKPILES NOT 1N ACTNE LE STONE PAVEMENT---,,, 6' USE (1S cm) STOCKPILE '-4 w�'�•�,.$�MIN.'-;;,. + ''�.•t Q Vl Gale Asdtx]ala:InC. • :. "�• {�.7 CFR� Ertjj M*&"end pl#A s '� -• _ aW LEDGEw000 PLACE I SUITE 3W E GEOTEXTILE FABRI PROFILE EXISTING PAVING a P 781.33S.El rS°�"d EXISTING GRADE .•,,.-,.,'• -.\ .. 'Lr r�et.a.as.e.ess f:ral.aas.wA>'www gainetun NOT TO SCALY (T.Scm} �•" Boston BalV=m❑rtando Hartford Bedford 7Nt as rq rd to teSqn nC er�xkn Nakm Gsdaed ml n.:kod& EXISTING GRADE SILT SOCK c+r.Aao�t.l r,c.req�gwcapze PLAN VIEW 11r IN TEMPORARY MATERIAL STOCKPILE AREA NOT TO SCALE 1�T.S. NOTES: NOTES:._ IPERMIT S E T -11 1. PREPARE SOIL BEFORE INSTALLING BLANKETS,INCLUDING ANY NECESSARY APPLICATION OF LIME,FERTILIZER,AND 1. STONE SIZE-USE 2'STONE,DR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.. LENGTH-NOT LESS THAN50 SEED.NOTE:WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA CELL-O`SEED MUST BE INSTALLED WITH PAPER SIDE DOWN 3. THICKNESS-NOT LESS THAN(8)INCHES. 4. WIDTH-TWENTY(20)?ANIMUM.BUT HOT LESS THAN THE FULL WIDTH AT POINTS WHERE':INGRESS OR EGRESS OCCURS. � BEGIN XI THE TOP*(THE SLOPE N ANCHORING THE BLANKET IN A-S OPE DEEP X O{1 HE WIDE TRENCH WITH D TWENTY FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. RPPROXIMATELY 12'{34crB}OF BLANKET EXTENDED BEYONOTHE UP-SLOPE PORTION OF THE TRENCH.ANCHOR THE STAKE IN PLACE NOTES: S. GEOTEXTILE FABRIC•WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE GEDTEXTILE FABRIC BLANKET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 1Z`(30cm)APART IN THE BOTTOM OF THE TRENCH. COMPOST F1LLE SHALL BE LEMI FA R IC WOVEN FABRIC DR OVER THE EN EQUAL, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING I 1, THE CONTRACTOR SHALL MAINTAIN THE EROSION cm)PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL.SECURE BLANKET OVER COMPACTED SOIL WITH FILTER 50CK (3 :�� ta;r CONTROL BERM IN A FUNCTIONAL CONDITION AT ALL S. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED �':�f. '��1`-;, A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12'{3Qcm}APART ACROSS THE WIQTH sQP THE BLANKET, -,.i .:u;'. ;., :-.: TIMES AND IT SHALL BE ROUTINELY INSPECTED. ACROSS THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BEAM WITH 5.1 SLOPES WILL BE PERMITTED, is w 1 yr�; a 3, ROLL THE aLANKETS(A,y OOWlJ OR(B,]HORIZONTALLY ACROSS THE SLOPE. WILL UNROLL WITH - 2. WHERE THE BERM REQUIRES REPAIR,IT SHALL BE �� 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING %�': �;'"`�"'v` APPROPRIATE SIDE AGAINST THE SOIL SURFACE.ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE WATER FLAW r. ,,,.,1:. ROUTINELY REPAIRED. Q .-r•S•.r:, '•ter;':W'�i•• LO OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT SPILLED,DROPPED,WASHED£7R TRACKER ONTO ACCESS BY PLACING STAPLESfSTAKES 1N APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.WHEN USING �"'� +z�•"<a �y- ROADS OR PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. :c, 3. THE COLLECTED A TTH SHALL REMOVE SEDIMENTS L LI Q Co OPTIONAL DOT SYSTEM,STAPLE5ISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS COLLECTED AT 1TaE BASE OF THE BERM WHEN THEY B. WHEN WASHING IS REQUIRED.IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO ANC \! v CORRESPONDING 7O THE APPROPRIATE STAPLE PATTERN. \ r \\ REACH Tr3 OF THE EXPOSED HEIGHT OF THE BERM, lF(�" — CC APPROVED SEDIMENT TRAPPING DEVICE. �:� �,off OR AS DIRECTED BY THE ENGINEER. W C/)LLJ� �1 ap 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY Y=5'(ScrrF12.5cm)OVERLAP DEPENDING � 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALE,BE PROVIDED AFTER EACH RAIN. >_LU< p�� ON BLANKET TYPE.TO ENSURE PROPER SEAM ALIGNMENT,PLACE THE EDGE OF THE OVERLAPPING BLANKET(BLANKET BEING INSTALLED ON TOP)EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. �[+].. 1L 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END(SHINGLE STYLE)WITH AN APPROXIMATE 3'(7.5cm)OVERLAP.STAPLE THROUGH OVERLAPPED AREA,APPROXIMATELY 12'(3Dcm)APART ACROSS A•_y)llf ENTIRE BLANKET WIDTH. G �r"©� �u7 y ©W00 OQa STABILIZED CONSTRUCTION ENTRANCE EROSION MATTING DETAIL SILT SOCK EROSION CONTROL a WC)COM u- uTs FLT.S O rs. ©�� 0 C �O rl— C UQC:)= 0 E j��� TEMPORARY CHAIN LINK FENCE ALONG '—I cr 0 LIMIT OF WORK AS NECESSARY TO =❑ Z SECURE PROJECT SITE WIND SCREEN SILT SOCK AROUND SAWCUT SURFACE CONTRACTOR TO EXCAVATE TO FOR DEIST CONTROL PERIMETER ;�:; ::, FINISHED GRADE COURSE AT JOINT 12'MIN, SUBGRADE ELEV.,POWERWASH EXISTING ,...;: 5:E• ASPHALT AND APPLY TACKCDAT ' L � PROPOSED BITUMINOUS Fg 3 .,•EXISTING BLTUMINOU SURFACE COURSE PAVEMENT. R:-: PROPOSED BITUMINOUS 000000 voora�o 0oa BINDER COURSE DURING CONSTRUCTION,INSTALL AND MAINTAIN 0aaa a 0 o a v SILT SACKS TO TRAP SEDIMENT IN RUNOFF. aD0vva tr a a a o EXISTING STONE 0 p c o o a 0000 DENSE GRADED CRUSHED STONE z INSPECTION SHALL TAKE PLACE AFTER EACH SUBBASE. 0 a 0 00000000100 HEAVY RAIN EVENT AND REPLACEMENT SHALL BE 0 0 0 o 00000000000 0 a a TO MATCH EXISTING BASE DEPTH PER THE DIRECTION OF THE OWNER'S SWEEP CLEAN AN REPRESENTATIVE. APPLY TACK COAT �! ,—I I II—j PREPARED SUBGRADE. NO. LATE nW-Rtpnou BY a xx TYPICAL EXISTING BITUMINOUS PAVEMENT °'`"° "m`° DESIGNED INLET PROTECTION/SILT SACK TO NEVI!BITUMINOUS PAVEMENT DETAIL D "��' •-1• ;+..y ..' XT.S. NT,S, £SEGNED Ea 8Y ROT ELEV. �AY''t� ROT -------------------- ........ C EoBY KFRIPS CONCRETE BLOCK(TYP.) DATE �IIY?J25 �1 TEMPORARY CONSTRUCTION FENCE WI • CONTRACTORTOFTLLJOINT 'THIGKFlaRE'MNTALLER r III"IIIIIIII.- BRAVANGSCALE XT.B. O N rs TO THE FULL DEPTH OF THE BITUMINOUS PAVEMENT TO GRAPHIC SCALE FINISH GRADE SEAL Wl SIKAFLEX-2C NS TG SEALANT AT ALL LOCATIONS WHERE CONCRETE ABUTS BTTUMINOUS PAVEMENT CONCRETE --\ Bi'NNfINpUs PAVEMENT srtFEf mtE 4'THICK LAYER COMPACTED �fjf/f i.'f�l��if i�ifff}e r.� ir.r//�fi r/f♦.// yft'f s'MIN. WASHED%'CLEAN STONE t/./�1Jf/ffl///�///jf 1f�/�/• I SURFACE COURSE /ff/�!/f /ill�ir� r./�f%��iJ •• _. .. =� BINDER COURSE DETAIL SHEET /. 1 I •I ii ti-3;,-•:`�Cr�n if��tf�fJ�.l. _ � .�� .1.�{ I OF 15 PLASTIC EDGE B'DENSE GRADED CRUSHED STONE RESTRAINTS GEOTE)MLE FABRIC A COMPACTED SUBGRADE TOP SOIL 12'ALUMINUM ! —f , COMPACTED SUBGRADE SUBBASE STAKE DRAYTkKG ND. PER PLAN TYPICAL CONCRETE TO GRAVEL DRIVEWAY LOAM$SEED DISTURBED AREAS PAVEMENT DETAIL ALL CASES C501 8 -• ............. AT& � UT.& �Q RTS. 20 a- :M ? 3 4 5 8 ,dieiGALE Gala Agracla3as,Inc. Flx in*M pnd f'itafra E =LEDGEwOM PLACE I SUITE 300 ROCK ANDS,MA 02M r rar.aas.o+ss i=reA,ass.s�cr ww+..gawrc.uxn BLACK VINYL COATED BLACK VINYL COATED LINE POST LOOP CAP GATE PLAN BOYInR 6alERwra ortando Harrfard gedlard END&CORNER POST CHAIN LINK FABRIC GATE PLAN rw enrrq se Yn e.d�ab anenekn r«A..a a�aa.d OPENING ur rapet"n GAs Au we he we rus rd a slvWu LINE POST 48' 5 hde .w�awrtsx.d 1 112'SURFACE COURSE,ON TOP RAIL&BOTTOM WAILS ?y g 3• HINGE T BINDER COURSE, LINE POST(ROUND) POST LATCH POST ': allH•1 1I F U F PERMIT SET 4. H-1 TTtU55 ROD LINE POSTTIE &1 8-18'DENSE GRADER CRUSHED STONE D COMPACTED SUITABLE SUBGRADE SOIL 16'-4'MAX SPACING I I U-j I DROP ROD IN CONCRETE Q G' ENCASED PVC SLEEVE LL.I_ Co WCf)W(=) LLI do > LU< o CD D= � 0 LL CD G �©W Imo_,U)LU D> x �z> o>DD ,-¢0 BITUMINOUS PAVEMENT SECTION � PERMANENT CHAIN LINK FENCE � SINGLE LEAF GATE DETAIL DOUBLE LEAF GATE DETAIL Wad© -�¢ N T.& Nrs. ri rtr.� ©C)_ NM 0 LL.3_�o ....�� D �D Z Qz CORN _ FENCE HEIGHT END&CORNER POSTS UNE POSTS ���--1++----ff�r NOMINAL 8.1 H-1 8-2 H-2 HEIGHT BAR LENGTH HEIGHTABOVE GRADE BAR LENGTH HEIGHT ABOVE GRADE END 4'41 T-0` 4'-0 518' fi-8' T-B 716' 10`W. 10 614. 8'-0' 6'-0Sf8' 8'-0' 5'6 718' VARIES:2'I44A7C.!V MIN- 11`t1' 8'tS 518' 1p'Li' T�7f8' POST LOOP CAP TOP RAIL(BRACE) POST CAP BRACE RAIL LOOP CAP 1BRACERAIL SINGLE DR DOUBLE LEAF GATE5 . RAIL BRACT~ �-- NOM HEIGHT(M UPRIGHT HT(U) FRAME HT(F) TIES IT CENTERS NOTES: N0. nATE DESCRFM.14 BY HOL[8lv1 H O ACTUAL DIM ACTUAL DIM 1. ALL CHAIN LINK FENCE FABRIC SHALL BE x BOLT&HUT BOLT WI HEX MEMO. rTsscS B � CHAIN LINK FABRIC NO.9 GAGE STRETCH 4=p' 3'•1U' 3`-8 it2' KNUCKLED(TqP AND BOTTOM) 2'MESH,TWISTED AND BARBED BRACE BAND NSF CAM RLE rsssEo c55s TOP AND BOTTOM SELVAGE TRUSS RQ RAIL END YV!OFFSET LUG BRACE RAIL S'-D' S'-16' 6-8112' GRADE BRACE RAIL RAIL END WIOFFSET 8'O' 7-EQ' T-8172 2 ALL"IN LINK PENCE POSTS,FABRIC,TIES gE�GxEnsr ROT TENSION OR G BRACE AND MATERIALS SHALL BE SLACK PVC •3• TIES(..24' LINE POST COATED]. D�'� ROT FABRIC BAND BAND SINGLE LEAF GATES CREWD8? XFRIPS CENTERS Z-a' BOTTOM RAIL , TENSION BAR TRUSS RO OPENING GATE POSTS HINGE SPACE(S) 3. CENTER UPR IG HT REQUIRED ON GATE LEAVES DATE AIIU s 3-0' ROUND 6'-0'&.WIDER.CENTER RAIL REQUIRED ON CONCRETE SASE LINE FACE TO FACE SR&RNA SII.ES POSTTO UPRIGHT DRAH1kG5CAlE ti.T'S CROWNED 1'ABOVE 6' POST 3-0' 2#tT FOR SQUARE& GR,APHiC$WE GATE LEAVE 6'-0'&HIGHER, GROUND AT ALL A AIT THROUGH OR ROUND GATE POSTS: POSTS(TYPICAL) LINE POST 12, 8' TURNBUCKLE LINE POST g=p• 3'OD 2114'[57Mh9 4. THE POSTDIAMETER,CONCRETE FOGS SHALL BE FOUR (4)ON LINE POST ELEVATION CORNER OR END OR GATE POST INDIVIDUAL DETAILS. CORNER OR END POST SHEET ME NOTES: �7 DOUBLE LEAF GATES END,CORNER,OR GATE POST 5, FENCE CAP SHALL ON BASEBALL OUTFIELD GATE POSTS HINGE SPACE(S) FENCE SHALL BE PROVIDED FROM FOUL POLE 1. ALL CHAIN LINK FENCE FABRIC SHALL BE KNUCKLED(TOP AND BOTTOM), ELEVATION TO FOAL POLE. FACE TO FACT SO&RIID SIZES POSTTQ UPRIGHT ALL CHAIN LINK FENCE POSTS,FABRIC,TIES ANDMATERIALS SHALL BE BLACK PVC DETAIL SHEET V W 211T FOR SQUARE& COATED. THROUGH OR ROUND GATE POSTS: 6. ALL Li CHAIN FIELD K FA RIC'I FIE EF L BE INSTALLED 2 DI=1 a� 3. CONCRETE FOOTINGS SHALL BE FOUR(4)x THE POST DIAMETER,OR AS DESIGNATED ON 12 0, 3'OD 2114'[57MMJ TOF INDIVIDUAL DETAILS. A 4, TOP OF CONCRETE FOOTING SHALL BE 6'BELOW FINISHED GRADE. DR AYAW NO. CHAIN LINK FENCE&GATE CHAIN LINK FENCE CORNER DETAIL CONNECTION DETAIL r7 CHAIN LINK FENCE AND GATE NOTES C502 H.T.S. N.T.S. ` 71 of M 2 3 4 s 6 SYNTHETIC TURF SURFACE PER SPECIFICATION GA LE TOP OF INFILL ANCHOR CURS WITH CHAIN LINK FENCE OR ANCHOR CURB WITfi SAFETY NETTING FINE GRADE AGGREGATE(I-MAX.) BASE STONE DEPTH TO BE A MINIMUM OF CHAIN LINK FENCE OR aaFr A:2cc Oros,Incl Eny:neris and ratann.n 8'ACROSS EXTENT FINE GRADE FIELD SAFETY NETTING 3DD LEDGEY WD PLACE I SUffE 3W E (9"INCLUdING FINE GRAOEAGGREGATE] RDcxuND,MA=70 P 731.sss.0465 F 731.335 5?www.PW-com 0.50%SLOPE---- EL.106.38' X15Wa SLOPE w—� PER PLA 4 GRAD Boston Bal�lmofv Orlando HarCard Bedford 1111111DIIIIIIIII till 1111111111 U1111111111 EL.1D4.W ❑ ❑v F el!v 1 €{�l E it i,' P p❑❑ ❑tl❑C a n p 0 n a v U tl A a p U R D i7 D n O tl a tl❑a R U Q'U Q U U U ./,,' 4 o C p❑❑D D❑a n a D D a❑❑D O{7 a w p D 0❑R❑a Q❑a U a ❑a v p a A R❑v a D❑° O❑4❑D❑U'{]n a a p v a v D a p a Q p❑ al7'yUQrS'�q�'VnVtldRD6uaooejQo"0da'yr.VnprsOnl7nO�a A CF O°7 4 P{1❑a TY Q ❑❑❑tl SS CY C C G❑G g v a a C n a n g a a D n w n a n n°I]g p 4 Q Q❑C Ca tl❑ r o U•q a U Q D,C A a a S7 Cf°G n Q D n S7,n O, Stko'+.rCW%s dt**Ic�ar�nc�knimamlow r•• +.'D U a n o a°R•7 O a a a •UU0 040 aqa°aa{=°p°R°POD°D ann°a°o°a°a°v°van�'vna°apUav❑°OVh°tlaP°C}0O°V„OaVORL❑C,V❑n❑a❑pvnUtlf]navnan°ap❑Da❑danUCJni '. •. °avaaCgnD❑Qp❑aaaaaaao❑aa°tr°q❑pVUD❑VCpCnJQUo3 tMP��+7nr.�a►mrtakxrtMau�rw[rate.eda +UUv°v°av❑°aaa°aa0°p0,0{7aUa°0U BASE STONE .'Oc' 0°vvD°Ova°V°O°q°v°a 0v01)tli}SUtyi3trD°R°Ratl❑UaQ°U°U{,D°,.,£}aUC4aa❑U❑tr ❑°°andDUOVaaUpDaDppDA°a°i7aUq!:_- - '-_ ❑°p°V°app°Vpapaatl❑apa0 [+n n 0�aCnpea❑ao rwReh.erhnpsrt.7wr7.r+vsu.tdv+v.xn6sv,ar o°a°p°a°agnnaaaa°otro°apn°cao PERSPEC€FICATION aaaveoavaaaa°poptlaapcatiRV° °aaUaQQUbcs000Ua❑aa4va❑Qo°v•S�[TYP•]joaagao°aoa IIASESTf]NE 8aeaaaaa4navoga❑9aaa9aooanoa "'* RAUNI)CDVER Ii2DLOADINGN a ❑°V�BASESTONEATTURF opvaauva [:a.ns�r.rcuvrnR�x+ C❑a a U❑a a .❑.,Ova"D"a"n"a"n"00❑°a°O°U°❑apnaPUCCaanDPaD naaapnC3°OnnC❑DDa°Ran°4°UCp v°L7°QaQ°vv❑°a.PER SPECIFICATION n°°°v°❑°a°°vvvvvU°a°pnoaavn° na°ripvoo°a°n°ana°a°aGa°n • OCDDD°DQtrOCDOaOt D.5X3�SLAPE q D a a❑f3°pflCVOPanapn❑DDanvvaanpvDaga°a❑a VACS3D0°AV❑QDDOVDn❑VDV°Va4tfV p❑aDDanaUaa4°VnS:n[I°[SCVPV❑L7aap❑C13nAaOnOaOpi7VUnUV[3aOga❑C{,�•• 'G•r❑•'Ci�❑"D•'U"❑�` CG DDPD ❑ U a UL a U tl U a U p O tl t}❑S1❑t}❑❑❑❑U apapng ❑apaaaapaaCaVtl❑nVa i; D❑O p D D a ❑n v a Q D C❑Uv tl D Ur,U Q❑❑ i}UCt7 ,• .'•.3' ,�, '•rs''^'': .�::;•_r+_..y�:irf,":.N., :r"•i"�� .i:'v�•"'':�-C�r �'r�n 4•.r _s.•*, _ _ 's" 4 Q,7 L1 V i�a C Q Q!J❑ n s- ��• -i:.- •:�_ , ".:--.s, r 1. '_. •.L A a a v v v v a o a a a a o a 1: l-. -� -�. .J.i••"•�... ,,��. •z. `•r'^ z;• :�,..:,;�: •i::r'• "y s Q D A a a tr!} ❑tr a D O❑ :t:! .f•,. :� ^•in r..lr''..��. ;t'I.-f�-.'� •��:.}•.i•�: =i��f•':,S. it-,•„ �!;'ia ..�:� -,.r.Y' 'r."-' '!. c`-.S'� :hp3 ;�. ,, :r._ti�:w,.• J -�' r t_ ti.]��..'ti =:Y.'s;F'..+ .F' 4..1. .Y. .7!^"•.:i`i- y•• EL.1R5.13' - rf. r+ 's^,' .z- f.. �.r'•:�=l .*..•f- wr' y. r.. - :t.•':i r 7 a �•_. �., _ ,�':{_z_� �=• �- cW... - lip.:'�: v�:. .F• '1- - A. 1X13.25' SUB GRADE TO BE COMPACTED SUBGRADE X)R PERMIT V E.T ?� APPRQ](.PERCHED 1T FIAT PANEL DRAINS 39 A.C. %.-e•.:. i' -•`=r: WATER TABLE EL.103.D0 PVC DRAIN BASIN GRADED ATA MINIMUM COMPACTED ORDINARY SEE DRAINAGE PLAN FOR LAYOUT) -`' ;4:r?::~'' OF A U.5%SLOPE BORROW FILL AS REQUIRED, :" ` = { F�;GEDTEXTILE FABRIC DIAMETER 4'Ifi'1$"112'115' ` VARIES] REFER7O SPEC IFlCAT1ON. �r'ti: `::'•`� '•'':;" GEOTEXTILE FABRIC :r:" _" (MlRAFI 1411N OR CORR.I4DPE APPROVED EQUAL] (MlRAFT 14X)N OR .:r.;`j v.f: %)-f..,.;. APPROVED EQUAL PERFORATED HDPE �ISEYE$I ELEV. r. c- ,t .,•.:{�:r ,-{`•�: !:.�Er ' VARIES D COLLECTOR GRAIN -r'"r, .:• _ ;i-;,]'�i. NOTES: = Ii11 Ii: i•:it L :'WASHED CRUSHED STONE >� - 1. PERCHED WATER HAS BEEN OBSERVED ON SITE AT AN ELEVATION OF I DaxD'.WHERE INFILTRATION COMPONENTS ARE INSTALLED IN TRENCHES,TRENCH SHALL BE OVER EXCAVATED A MINIMUM OF 12 INCHES IN ALL HORIZONTAL DIRECTIONS,AND TO A DEPTH AT LEAST 12 INCHES BELOW THE DEPTH OF THE PERCHED WATER TABLE,THESE TRENCHES �; :;'`;` ���€.- SHALL THEN BE BACKFILLED,AND COMPACTED TO 95%FIELD DENSITY IN 6 INCH LIFTS WITH SUITABLE GRANULAR MATERIAL TO THE TOP OF THE TRENCH;AND RE-EXCAVATED FOR NOTES: Z❑ LO INSTALLATION OF PIPE AND STONE, L1.! � 1, FOR STRUCTURE LOCATIONS,SEE DRAINAGE PLAN. ���- c— C � 2. ENGINEER SHALL INSPECT EXCAVATION PRIOR TO INSTALLATION OF DRAINAGE COMPONENTS AFTER OVER EXCAVATION,BACKFILL,COMPACTION AND RE-EXCAVATION. 2 CONTRACTOR TO SURVEY LOCATE INSTALLED W W 0 LLI cxs STRUCTURE:RIDS PRIOR TO COVERING TO BE > W Q © o 3. CONTRACTOR RESPONSIBLE FOR REMOVING ALL TOPSOIL MATERIAL PRIOR TO PREPARING THE SUBGRADE TO RECEIVE PERVIOUS STONE BASE MATERIAL PER SPECIFICATION.ANY INCLUDED IN AS BUILT• C)=0'� r� FILL MATERIAL USED TO BRING THE SUBGRADE TO THE:FINISHED SUBGRADE ELEVATION SHALL COMPACTED ORDINARY BORROW FILL,REFER TO SPECIFICATION. �=C 3� d Lu� C)W �_c]LEI w � 7' TURF FIELD SECTION ©OCDM -- PVC DRAIN MANHOLE OR CATCH BASIN Lu H©a= C INFILLED SYNTHETIC TURF Lu LOAM AND SEED [�. Q SURFACEVARIES 4s1� =Q Z FINE GRADE AGGREGATE(I-MAX.) A! )-- p D tl a n a o a o�a•a a a a o v o n NOTE: 5%!a a 0400❑a n..n_n..a n a v a a p a o Z I°a°n nODOVOC3XYO.G(5EEpu-1 aaoaaaa°nva°a 1' ❑t�„ n a tr'L a a g v a a a 12•MULTIFLOW FLAT PANEL DRAIN 1 IdlN' �qc oa°aaaao❑a❑rapv�av❑van❑❑aaaav n tf,»€: 6-N]IN. =`"i1 W CONTRACTOR TO c 8'(TYP.)D n_n o n d n❑tl r_o p v v 'CRUSHED STONE 1��, :;1:.`}''' ❑v0D Q❑°auvavnnnva aau°uanv❑° a as°° ARAlNAGEFILL ❑°av°av�°a° Va°on v v°o°a vn _ Y OFAPPROX.©2"OYER l.5°I MAX. , n°oa as°❑va°a° ` _o v°n°avo°a°n EXt5T1NG } STONE BASE CRUSHED STONE LENGTH OFEXISTING r..s•� .'1:.•�-r��:u;r.'� '»!:`�'a "•r� _ r .. TRENCH,AND REPLACE BACK OF EXISTINGi `= � $�` WITHCRUSHED SIDEWAL ;.:�:rL`• F.•:;^• - �= -�;� NON-WOVEN GEOTEXTILE FILTER PERFORATED PIPE tf i •_._- :.�-:-=° STONE,FINISHING WITH - -+' FABRIC FILTER FABRIC T�!j`'�". y:�+<•"T B"MIK OF LOAM AND ����� ■.. SEED .�.•. 'ell•1�,\f,�;�..\fz UNDISTURBED I i4RTH :. COMPACTED SUBGRADE OR �j�,.;_.,:: .:I E;w ����� �1���• �\� ORDINARY BORROW AS REQUIRED. '•I:�# iTi-`-I1_" �������������� SYNTHETIC TURF SECTION$ REFERTosPEXIFlCATIAN. �� �_�������� 5% � r FLUSH »a LUTE UESCR1Q11QY 91' FIELD UNDERDRAIN DETAIL � TRENCH DRAIN BASEBALLISOFTBALL FIELD ���� �� NOTES: rHD�Crrrn. ris5[d 1• SEE PLANS FOR GURU TYPE. CADDRLE 7IM C50€ 4• °Ie MAX, 2. THE MAXIMUM ALLOWABLE 0ESGhED sY RDT ROSS SLOPE SIDEWALK AND CURB RAMP CROSS DRAWN BY R°T < 7.5%MAX. J`/!//// SLOPES SHALL BE 2,0%(1%MIN.) CHECKED BY XFR 1PS MANHOLE INFILLEUSYNTHETICTURF //1 DATE �tsrm SOLID COVER Jf// J 3. THE MAXIMUM ALLOWABLE SLOPE ❑ © FINE STONE LAYER l////f OF ACCESSIBLE ROUTE EXCLUDING ffRA�srr�srke Rr's. ❑©[`I©© 1.13` 1:12 MAXIMUM SLOP �oN CURB RAMPS SHALL BE S.a°A. r.WKC SCALE CI©❑1 ❑❑❑ v a n a a a tr a a RAMP WITH DETECTABLE 0❑❑❑0❑©❑ a60Aa0a0a00v0001.1)000 n0a000 WARNING PER ADA ��C' 4, THE MAXIMUM ALLOWABLE SLOPE NOTES: a o atl REQUIREMENTS. ¢� OF ACCESSIBLE ROUTE CURB ©©©©I ©❑©© } a BASE STONE FLUSH RAMPS SHALL BE75°k SxEEi7FnE R.r� ) 1, STANDARD MANHOLE SOLID COVER HASH 20 HEAVY 1 u^v ©©© ICI©© DUTY RATING �� LTL-FLOW DRAIN,OR 5, GRADE BASE.OF RAMP TO PREVENT ❑ © 2, QUALITY;MATERIALS SHALL CONFORM TO ASTM A53Li \<Y:�\V; EQUAL PONDING, 01 © GRADE 7o-5D n5 ``ij?'• GEOTE XTiLE FABRIC DETAIL SHEET FRAME 3. MATERIAL:DUCTILE IRON �;�:r:� 6. ALL RAMPS(INDICATED BY)SHALL BE CEMENT CONCRETE WITH A TEXTURED AND COLORED NO"L1P SURFACE(WARNING r CORRU•TAP,OR EQUAL 4• PAINT:CASTINGS ARE FURNISHED WITH A SLACK _'�cl �; MAT)CONFORMING TO APPLICABLE LOCAL,STATE AND FEDERAL REGULATIDNS.ACCESSIBLE RAMP DETECTABLE WARNING 3 OF 15 �i r OTEXTILE FABRIC(MIRAF1 140M 2.47' PAINT MAT SHALL.BE AS MANUFACTURED BY'THE DURA$A1C COMPANY'3D3 69C�7190,OR APPROVED EQUAL THE WARNING MAT N�.;�•":�` ^L OR APPROVED EQUAL) SYSTEMS SHALL CON ALL RELEVANT PROVISIONS OF THE AMERICANS WITH DI5ABILI77E5 ACT AC}A A 47" 5, LOCKING DEVICE SH 6-18 ZINC GOLD HEX BOLT 1'LG (ADA) r,�,<ti��t: ,t HOPE COLLECTOR PIPE USE}SOCKETTO REMOVE,2 PLACES y1t��,,vt+i3`7'�`�r�:� REQUIREMENTS AND THE MAssAX;HUSETTS ARCHITECTURAL ACCESS HOARD REQUIREMENTS,WHICHEVER IS STRICTER. THE SYSTEMS SHALL BE A PERMANENT MAT THAT 1S APPLIED AT ACCESSIBLE RAMPS DIRECTLY TO CLEAN DRY CONCRETE COMPACTED SUBGRADE SURFACES WITH LONG-LASTING ADHESIVE TO AID THE:BLIND AND VISUALLY IMPAIRED.THE MAT SHALL INCORPORATE STANDARD �; L ,Y tl Ye WASHED CRUSHED STONE TRUNCATED DOMES POSITIONED TO ADA SPECIFICATIONS. orsAmNcna TYPICAL COLLECTOR PIPE PVC MANHOLE COVER T AND LATERAL CONNECTION �;� ACCESSIBLE CURB RAMPS C503 N.T.S N.T.S. ( � 117.5 27 OF }8 2 3 4 CTORTO ADHERE SHOCK PAD AN 1mjj64GALw= ETlC TURF TO MANHOLE COVER AND ALLOW FOR ACCESS TO OCS RIM EL.=TOPOF STONE SYNTPETIC TURF + a as.Ine, E COURSES MASONRY #- EXISTING MANHOLE r �� MA 02M ���1���5 BLOCK '� BRICK P 7OL33s..5ROCKLAND4 r a 7�._ A` :`,.a;:� CONCRETE) E� aman EIca Odardo Hasa Sedtard EL 103.5' .._ FTNISH SURFACE PER n c €ic SLAB-TOP PIPE TO BE SETFLIISHWlTH PLANS ir PVC PIPE INSIDE FACE OF STRUCTURE � a� •. _ PAVEMENT SECTION REMOVABLE PIPE SRACIIEI —2` -e OPENING PROPOSE OR SUITABLE -•, WHERE....... 'ILICAL FROM EXCAVATED MATERIAL PRECAST BUSTING PIPE SEE LAMS FOR! ANDIOR ORDINARY BORROW LOOSE SELL JOINT FOR-�—� _ .,_ ; TOP SECTION!REMOVAL 7 CONCRETE STAINLESS STEEL COMPACTED IN 1D' E LIF PIPE TIE18RACKETS AS NEEOEI}---' :. MANHOLE STAINLESS EXPANSION S+NT! �2'�Ca.C.I�{!.} ., PIPE P %` ;_. .....,_..., INITIAL SACKFILL S'1�41NPERMIT SET]: CRAWL SORROW!H! 11.3. -_.,..... 2 OLTT 1i1' IN PERFORATED HOPE _-, i ABOVE TOP OF PIPE E 4L1' COLLECTOR PIPE NPC KOR-N-SEAL PIPE— TYPE C t7Ft 'CIT�I II a°_ STONE COMP C ED IN i' z TO MANHOLE w LIFTS CONNECTION Ors - _ •°°°� .-�=s •`� �g= � s ': 'A�IAI.SEOI3fA11�laiP:TElAL 12'{d PVC TEE •°g ,._.�� •- EQUAL � ,_, �•' 'CRLlSIlEI3 STOATS BELOW BOTTOM OF PIPE CAPPED ENI7' 1;27 OF COMPACTED - CRUSHEO STONE tpa NOTE, CONTRACTOR TOR SHALL PROMDE UNDISTURBED EARTH OR 12' 12- SHEETING,TRENCH BOX OR SLOPED 1D'INLI4i COMPACTED SUBGRAOE I.O. WALLS IN ACCORDANCE WITH INV.-100A3 NOTES: NOTES: APPLICABLE STY REGULATIONS -1 IV INLET 1. FOR STRUCTURE LOCATIONS,SEE DRAINAGE PLAN. =c) It,IV, '1171.75 1. ALL METAL FIXTURES SMALL RE STAINLESS STEEL. 2, CONTRACTOR TO SURVEY LOCATE INSTALLED 2. PIPE SHALL RE FLUSH WITH THE INSIDE OF THE MANHOLE, L LI STRUCTURE RIMS PRIOR TO COVERING TO BE 3. FOR PROPOSED MANHOLE INSTALLATION AT EXISTING PIPE,CONTRACTOR INCLI fOEB IN AS SLIILT. SHALL EXTEND PIPE INTO NEW MANHOLE USING A SPOIL PIECE OF SAME LL 1�� L> PIPE MATERIAL)VATH FERNCO COUPLES.. is PLAN VIES 12'OUTLETcif It,sSSII u1 T CIA. 0 ob 0 TURF FIELD OUTLET CONTROL STRUCTURE FIRE CONNECTION TO MANHOLENON-PERFORATED HDPE TRENCH DETAIL ujc(D :2:0< ��2 Arfrow Tw Iocsaaata r<r It amrq OCTA=sr.aa rulm VALyt (aa a s -1) saw Uwrfu 7 a Iaaara+aa LAM fa.JfAmlwimt P Saatu�aseaa 0 aaa17 - I saumia`onmi FINISHED GRADEDATE mcw-na a DOUBLE S`WIDE RED POLYETKYLEN 12' OM ALE Ta ' ELECTRICAL LINE CAUTION TAP DESGNE BY r DRAWN By ROT L IT c r raa�aaa F 3" 3fi`M)I.TO cr 0IE» — _ Era Kr .rr- a�t acasa� � PS a(Cow=•a et uaa TOP OF a a}P.Aq nArw CONDUITRMIM44SME kUL a acaQa iva SAND " K05ME ro- � as t Iaast BEDDING11atxa ar aaat REFER TO PLANS FOR PIPE rlwaala�um{:,3 QUANTITY AND SIZING41 a i3v ataxy NOTE Hsu Isaatt act 1, BACI{FIIL WITH AIOts1-FITOT SITSCEPTIELE S,aawaa GRANULAR FILL 2. CONCRETE ENCASED CONDUIT REQUIREI? q��t�g " - C ITI83O 5 C IRaix9b+ FOR HIGH VOLTAGE UTILITY CONDUITS. � � k Cl f Q V T—370Uc l PLUS A WITH PATENTED IN FILL RETAINER SYSTEM .� �. _ flIJICIi CONNECT VALVE SOX ..�_ � :amr a.�tru - 4ctet+ tejr�� aaa � =tea op-AWNG NU SYNTHETIC TURF BOA COMBOX EMPTY UTILITY CONDUIT TRENCH DETAIL SnT ETIC TURF BOA QUICK C C504 k1s, 'tA RTC 3 - TOP ADD PANEL [ATTACK SCOREBOARD I TO POSTS PER I; MANUFACTURERS RECOMMENDAT IONS Gala Aae*data#,Inc. &tetra And PLaniters AM LEDGFW000 PLACE I5tfrM ROULAND.MA 02270 POWER CONDUIT P?&I_]"a455 F 781_=1467�4 CONTROL Boston awftom Odanen Hartford Bedford 4.DQD PSI CONCRETE PAD BARS(TYR SEE LAYOUT PLANS FOR DIMENSIONS CONDUIT 94 FE?TTrAINEDAIR. 12=�, Eve MARS 12'IJ.C, 4.8 PSI CONCRETE PAD M W VARIES PER I#LAtt &'MIN. CONTlNUOI1S1 CLR. wtI°a ENTRAINED AIR, BI�T(Ilyd ax#sut1a�mn viva fa� a E PERIMETER AD PANEL N wl2'4rxT-D' , t CORNER S 10, SURFACE (AROUND € E ' _ �! �. ;� n RAINTIGIf1`FUSED VARIES PERIMETER TER ICY DISCONNECT SWATCH OF SLR) TYPICAL I-SEAM SUPPORTS, .... .., .�.�¢`; I� FtIFERTt��+AI�I�FACTIJR�S .: SPECIFICATION FOR DETAIL All PERMIT S 12'IIN. 3 12'_ FINISH I®?I 2-#S CON r I GRADE III Iia ;, �Ia Fs d: ., 3t ,.e r• �.�F _ _ :sae r� a €� -T�`"�. F D Ic r CONDUIT Y - EI< '�.,.i ,.. I.. ..�..�-.. �.I,. �,€®!`�E---•':ffi€1�,E.a..i,a.�,. I..�` t- �-t � � �c,r �,� E.a y , u_ .I'E 1 �I I SEE PACTD SUGRA NOTES com ¢�f . SIDE W T,NOTE LAKVIhW ; THE CONTRACTOR SHALL MAINTAIN A ITEN#ATEREO DENSE GRADED CRUSHED 'CRUSHED S'ONE STONE s t E r ., CONCRETE FOOTING �— ANI STABLE SUSGRADI DURING CONSTRUCTION. PER MANUFACTURER ., 3 (TYPICAL) LLIM co (REFER TO SPECIFICATIONS) NOTES' E_ t SEE SPECIFICATION FOR MODEL NUMBER. =L L C) � CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN STAMPED BY A PRO SSIO �CD ENGINEER LICENSED IN THE STATE OF MASSACH SET tS PRIOR TO INSTALLATION. CLa�I r 3. REFER TO SPECIFICATIONS FOR PRODUCT ARID INSTALLATION DETAILS. � �� cr- LLJ I �o CO NIRETE SLA13 EAINE ►NFETE SLAB(DUGOUT SSOFTBALL SCOREBOARD DETAIL ILTERNAT ujc)c!)o T.t - m - a = 3j rye C) LIMIITS OF DUGOUT FENCING SHALL BE SLEEVED TO ACCOMMODATE FOR FUTURE FENCING MODIFICATIONS LINE POT END POST TENSIDNR °CHAIN LINE FENCE fi'CHAIN I I HARKEN PULLEY HALYARD T :YEBOLT S'FENCE OPENING R(SIDE LINK FENCE ASSEMBLY UV LACK TI&OFF -_ VARIES 4 _ TENSIONING TEI#II CABLE '-D` CST INCLUDED) z _ _ S Lt CAR I E T1I S CLEAT (N f X X 7s _ _ GALV.STEEL CABLE - - q (END POSTS ONLY) Tj - tIAI7 ADO ALTERNATE  - J E - \\ rs _ - EXPANSION IOIIT GAM 'ES E DUGOUT MM 4.Y BITCUPS ITS GE RI BY A,SWING GATE BASE PLATE F ° PROACTUM xa B (fYP. SIDE VARIES ._ o PER PLAN) �3 e n F 4. III a LE By QI 4t a i ES w!d RDT d t CHECKEDUY 17 �t#I_A - -- St2.5 F =-e IIATE TURNBLICLI4 DPAYAWG SCALE KM OPTIONAL MERE GRAC SCALE CONCRETE SLAB EYEBOLT OR 6CHAIN LINK FE}4CE PLAN VIEW ADD ALTER MATE"5:I T�I BENCH(TYP. IUD NCLUD SURFACE VARIES OF 3 PER DUGOUT,SEE SPECIFICATION) (NIT INCLUDED) SxEETTTFIE NOTE NOTES. 1. ADD ALTERNATE 5:DUGOUTS SHALL BE GAMES,ADE STRUCTLIRE, L GO _4 AS -I I LB.BREAK STRENGTHDETAILSHEET MANUFACTURED BYSPORTSFIELLI SPECIALTIES,11 STATE IIGHW�AY 10,DELHI,N i 73, 1, # KNOT LESS NYLNYLON °I,#4'SQUARE MESH BLACK-UV TREATED F 1 CONTRACT G TO SHADE STRU WITH)AND F MANUFACTURER PER TO PLACING CONCRETE PAD Z VINYL HEMS AND GROMMETS SPACED EVERY FOOT ON ALL 3WES OF EACH 10 INSTALL GISMESHA[IE STTILI�REAND FOUNDATIONS PER RECOMMENDATIONS. PANEL A 2 CONTRACTOR TO EXTEND SAFETY NETTING OVER DUGOUTS.NETTING IG SHALL OVERLAP WITH H 4. POST SHALL BE 4,W OD ALUMINUM BLACK VINYL COATED SPACED 2V O,C, THE CHAIN LINK FENCE OIL THE PLAYING FIELD SIDE A MINIMUM OF 1-FOOT AND SHALT,BE AND END POSTS SHALL BE 31T SCFI,40 STEEL BLACK VINYL COATED. SECURED TO THE FENCING FABRIC WITH QUICK CLIP SPRING HOOKS, 5, THE HALYARDS SHALL BE RUN DOWN THE FIELD SIDE OF THE NET TO HOLD THE NET AGAINST THE POSTS TO MINIMIZE SILLOWNG OUR FROM THE VINLT DRAWING No. 3, GRAIN LINK FENCE ON PLAYING FIELD SIDE OF DUGOUT SHALL BE EIGHT FEET()TALI_ DUGOUT LAYOUT SAFETY NETTING SYSTEM C505 II.T 5, 2 3 4 5 8 INSTALL PER MANUFACTURERS INSTALL PER MANUFACTURERS SPECIFICATIONS SPECIFICATIONS LE 20'C TO SURFACE CHAIN LINK FENCE VARIES END POST LIMIT POST y POST TURF ANCHOR 21 GAP Associates,Ins. Engi4m and pfna em E ,. .•1. 18'DEEP CONT. RDCK�n A*rare I surrE saa ANCHOR CURB ANCHOR CURB R Tai.33&64SS F Tsi.azs.n,sT www.gatroc.cam PER PLAN •+ � Hassan 8s11dman!prWndo Hartford Bedford TENSION ER ASSEMBLY LA rENEx CAaLE .; _ rop"�.A.��0� HEMMED EDGE OF NET .-a .,- +wxen.adeep,amu fti rrpmwnxrtpmkxn d VARIES = VARIES PER PLAN ` PER PLAN ~ i L R•5 CHAIN LINK �- ~ PER MANUFACTURER'S FENCE HEIGHT t: .�:. ,.,STRUCTURAL ENGINEER VARIES + .. ........... fI PERMIT SET TENSIONING HALYARD PER _ CONC.FOUNDATION (TO TIE-OFF CLEAT) PLAN FOR NETTING POLES i D •" A-A FINISHED GRADEJ If CHAIN LINK 8' FENCE GROUND r '.�.. aAFETY PER MANUFACTURERS NOTES; 'LEI VES ti NETTING PAST STRUCTURAL ENGINEER U)J NOTE: :r: ❑ LS 7 1. NETTING SHALL OVERLAP WITH THE CHAIN LINK FENCE A ... SECTION A-A L U O d' THE HALYARDS SHALL BE RUN DOWN THE MINIMUM OF I-FOOT AND SHALL BE SECURED TO THE �( OD � FIELD 51DE OF THE NET TO HOLD THE NET FENCING FABRIC WITH QUICK CLIP SPRING HOOKS. NOTE: u,] LLjC7 Lu ay AGAINST THE POSTS TO MINIMIZE BILLOWING >CoW Q 7 j OUT FROM THE WIND. 2. NETTING SHALL OVERLAP THE CHAIN LINK FENCE ON THE J CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN p=[�� ��C> PLAYING FIELD SIDE OF THE FENCE FABRIC, PLANSTAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE Cr(�[�-� �W STATE OF MASSACHUSETTS PRIOR TO INSTALLATION. Q w� G �0� Of SECTION"A-A"@ SAFETY nuj o¢© ,S DETAIL FENCING AND SAFETY NETTING SAFETY NETTING FOUNDATION NETTING SYSTEM FOUNDATION (jpC7© TENSIONING POST 1F7,S :,.rs. T i�r.s 0 rLr. �L7 NF 0C } _�1-- D T 2 0 }-- �o z Qz PAVEMENT FIELD FIELD FIELD GROUND SLEEVE GROUND SLEEVE CHAIN LINK FENCE 1 SWING GATE SAFETY NETTINGIBACKSTOP POST' SAFETY NETTINOIBACKSTOP POST Z�'MINIMUM CONC,ON i'X V COMPOSITE BOARD ATTACHED TO BOTTOM 2 MINIMUM CONC.ON EACH 1'X 8'COMPOSITE BOARD ATTACHED TO BOTTOM 2}MINIMUM CONC.ON EACH 1'X&'COMPOSITE BOARD ATTACHED TO BOTTOM EACH SIDE OF POST. RAIL OF FENCE,24'R.C.AS SHOWN ON PLANS SIDE OF POST RAIL OF FENCE,24'O,C,AS SHOWN ON PLANS SIDE OF POST RAIL OF FENCE,24"O,C,AS SHOWN ON PLANS INFILLED SYNTHETIC TURF IN FILLED SYNTHETIC TURF IN FILLED SYNTHETIC TURF 7` 6' 5' B `r�ff:`f,ti/,r\`{./�fiC/.r M151N/" tie:•,.;2Ly.:+•`;'y:',:f:i-:'`�rnI/:':+.`';'•�•'ti.'3.�,•�=;:t aaaa❑aD,Jo°a°uUnoaa a4❑°❑Uua❑[1tl°ULT'❑°s %ti l��:5f,z}N11H ti�:::';;�.. ;r.ti;.;,;"Dap Uaa aa❑paaa❑n aaa p°D°°as f❑°ar {,+ •�./�./f'�'l,{iN��_�.• ..1-S;' LOAM AND SEED OR 5' 5' 2' LOAM AND SEED OR LOAM AND SEED 6R PAVEMENT(VARES) PAVEMENT(VARIES) PAVEMENT(VARIES) FINE GRADE AGGREGATE FINE GRADE AGGREGATE ❑n n❑ ❑ FINE AGRADE AGGREGATE (1'MAX) MAX.) CAW A uO�RctrE 0❑ R 110 g n❑C- °D°O❑D�C °❑ DE3GiiEA INU BaYT.� D£ArTCSIiiCssPY7°°°D°n❑q°pp °❑p❑bna❑D❑°❑a' naa°❑aa�7°❑°6La❑D❑aa naanD❑❑aa❑a a a°papa DRAWNBy RI)T2 "/ D°pu°v ° 8A5E5TONE / 8A5ESTONE 0,00 BASE STONE + D DENSE GRADED CHECKED BY xFRsR5 r1�6a�J PfL I25 o o°tis❑q CRUSHED STONE ❑°aDn naaaa❑ DATE D ° b° D aDDt°DDO HGSGLEpa❑o aap SDn°❑paaQ❑n 40IXP.S,.£ASrIN•PLACE kT8 . v R4 COLPACTEDS, N COMPACTD . . -N SCALE GRAVEL BORROW CONCRETECURS X GRAVEL BORROW CONCRETE CURB GRAVEL BORROW K5l: YSHD i SY y4 FE•)I NF.BAR ��✓ 12" it 9-4 REINF.BAR 12` B4 REINF.BAR I5` 8' MIN. MIN (Tl'P.) MIN. MlNI (fYP.) SHEET M e INr� COMPACTED /> %rJj`fl '/ �f/`� r •• ^C•�`, - r. • �.; r� ti,\f.•/ �`� k COMPACTEI] f .4 f r NETTINGIBACKSTOF COMPACTED /ti,', i.• f �� NETTING IPOST(SEE SUBGRADE % f:�r r / ': r / r /'! +f 1 / SUBGRRDE PAST AND FOUNDATION •.-;'`/ f/ FOUNDATION{SEE ROTE 2) �`�_• f r r r SUaCiRADE r< fti DETAIL SHEET •�::i://� �r.,:�. .! i ., rrif/i.fi../�,/i; ,'�/�r .,i��• /f�/�../�-�•c�. r�/� 6OF15 NOTE: NOTE: NOTE: A SAWCUT CONTROL JOINT J'WIDTH Xt DEPTH) 1. SAWCUT CONTROL JOINT WIDTH X�DEPTH)ON EACH SIDE OF POST. 1. SAWCUT CONTROL JOINT Ce WIDTH X j DEPTH)ON EACH SIDE OF POST. ON EACH SIDE OF POST. 2. CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN STAMPED BY A PROFESSIONAL 2, CONTRACTOR SHALL PROVIDE FOUNDATON DESIGN STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF MASSACHUSETTS PRIOR TO INSTALLATION. ENGINEER LICENSED IN THE STATE OF MASSACHUSETTS PRIOR TO INSTALLATION. aKemrvc W. CONCRETE ANCHOR CURB WITH CONCRETE ANCHOR CURB W/BACKSTOP OR CONCRETE ANCHOR CURB WITH CHAIN LINK FENCE AT TURF FIELD SECTION 3I1-FT NETTING POLE AT TURF FIELD SECTION 20-FT NETTING POLE AT TURF FIELD SECTION C506 kT.S, N.7.& N.TS. 25 0F }6 3 45 6 13'CONCRETE FLUSH �, IMTH FINISH G ADE I dCiGA PAVEMENT BACKSTOP POST ,- claw ao=ff,Inc. TURF Y rxx =�� ���IT� r -ts PLACE ROCKLMD, 70 NOTE Bastan Bgthmm Orlando Kardow El&dfnt l CONTRACTOR SHALL PROVIDE FOUNDATION # ��, f NOD L � = DESIGN STAMPED BY A PROFESSIONAL 5 4' ENGINEER LICENSED I I THE STATE OF T IN. 4 TIES 4'O.C.TOP 12* t THEN 94 18`O.C, HUSETTS PRIOR TO INSTALLATIONamTIOINSTALLATION. , v c A� aas -t.� hw e � REMAINDER. pmvI 7rsae�s „�- I OF4 08 REINFORCING M.4 ITARS. 4'O.O.2 PC ALUNNUM POST; ,; <, rCm,000 PSI @ 28 DAYS AIR FOR FOUL DOLE ENTRAINED. 2D' LIC�Fi FILL. 21A r r' - MIN. FOOTING - 33-7° FOUL PULE TO TARE PLACE OF LINE POST MAKE FFICI=CONNECTIONS TO FOUL POLE F�L POLE - I� NOTES. 1. COLOR M BESTANDARD RED.LOGO TO HAVE WHITE BORDER. FLAN MEW Z CONTRACTOR TO PROVIDE DIMENSIONED DRAWING OF LOGO AND COLOR SAMPLES. � 34'-11 3. FINAL LOGO DIMENSIONS,GRAPHICS,AND COLORS TO BE APPROVED BY THE OWNER. U)__j (BOTH SIDES) 4, CONTRACTOR TO`TRY FIT"LOGO IN THE FIELD FOR APPROVAL B OWNER PRIOR TO PERMANENT INSTALLATION. � � BASEBALL LOGO TOP OF CONCRETE ;� uj ANCHOR CURB oa:Il` MAX.1C ' MAX.10 I}' NOTE- IL=�� 1�1II' 1B L1 ON CENTER----; ON CENTER- � I MLIJ � ON CENTER ON CENTER 1, FOUL POLE TO BE MODEL NO.FPY�42I;1,A5 MANUFACTURED BY SPOFtTSFIELI] � [ TYP.SIDES TYP.SIDES C SPECIALTIES,INC..,P.O.BOX 231.41155 STATE FIIGH�IA 1B,OI FIT,NY I3? `� —J � TELL R7S�43},O APPROVED ECIUAL,FINAL COLOR TL?8E YELLOW. L 2, FOUL PULE SMALL RE ORIENTED SUCH THAT TIME WI G IS PERPENCICUL R TO THE FULL LIME,WITH THE VVING ON THE"FAIR`SIDE OF THE POLE. A'A -- '-° L Ir RAID FOUL POLE S GAUGE CORE BLACK VINYL COATED CHAIN LINK FABRIC. GONGRET NI HOR CURB 41'H GHT B GAUGE CORE BLACK CONNECT CHAIN LINK RAILS T . � •_ VINYL COATED CHAINFOUL POLE.FENCE FRIC TO BE r LINK FABRIC. CONTINUOUS ACROSS FOUL POLE £� LlMIYPOSTIS B �•�' � ' CAM FLEti - CHAIN LINK FENCE DESGWOBYRw E GAUGE CORE BLACK ¢� VINYL COATED CHAIN r OR AWN I T s FOUL POLE UNK FABRICCHECKED BY XFRIPS 3 t , 4' ? GRADE GRADE , TI RF FIELD SURFACE I �t 4 _ - LINE POST TIE - - 3 . 4'INLAID BASEBALL FOUL UNE sH TITLE DETAIL SHEET CONCRETE FOOTING ELEVATION MEW SIDE VIA NOTES; 1. CONTRACTOR SMALL PROVIDE'FABRIC OVERLAP, NOTE- 2- ALL SPACING FOR WIRE TIES AND RAIL TIES SHALL BE PER SPECIFICATION SEC11ON 32 3113. DETAIL SOBS LEFT FIELD FOUL POLE:RIGHT FIELD FOUL POLE LAYOUT IS MIRRORED. DRAWV-G ha 3, ALL BACKSTOP FENCING POSTS,FABRIC,TIES AND NECESSARY MATERIALS SMALL BE SLACK PVC GLOATED AS STATED IN SPECIFICATION SECTION 32 3113. 4. ALL BACKSTOP CHAIN LINK FABRIC M BE KNUCKLED TOP&BOTTOMJ.FABRIC TO BE ON THE FIELD SIDE OF POSTS, BASEBALL BACKSTOP DETAIL BASEBALL POOL POLE PLAN VIEW C 7 '3F CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN STAMPED BY A PROFESSIONAL ENGINEER LICENSED iN THE STATE F I�ASSACHLISETTS PRIOR IRIST`ALLATIO I. X.4 1 2 3 14 5 t6 NOTE: INFIELD LIMITS LINE LE #. THE TOP 4F THE PITCHER'S RUBBER MUST BE 10'ABOVE WRAP SYNTHETIC TURF 4'MIN.OVER THE TOP SURFACE OF HOME PLATE.THERE SHOULD BE A ANCHOR CURB AND ATTACH PER GRADUAL SLOPE OF 1 INCH(11 PER FOOT FROM A POINT MANUFACTURER RECOMMENDATIONS B INCHES(fit IN FRONT OF THE PITCHER'S RUBBER TO A Gm4s/ ♦ POINT 6 FEET(6)TOWARD HOME PLATE.FROM THIS Env Assoeen ayne In P�M�r POINT,THE MOUND SHOULD SLOPE AND BLEND INTO TO ANCHOR ATTACH�THICK RUBBER SEPARATOR PAD � E / /f ♦♦♦ CURB TO BECLEVEL WITH TOP OFAINFILL ROCKLAHRAAA=7D { ♦ GRADE OF THE REST OF THE PLAYING SURFACE. aao CEgGEWOnq I�LAc6 I sum zoo f A 7$L vnvw.Qa ♦ FINISH GRADE AT TOP OF EFER TO DETAIL 1,THIS SHEET ate,BWVrmre Orlando Hardord Bedford / ♦ W m'P•3 SYNTHETIC TURF IN FILL FOR PITCHING MOUND GRADING f ♦ 5• ' /f ♦♦ SLOPE=1'RISE PER V RUN 4` 4' f ♦ ROWN __ - Fera+�.awdr.r�.w�K-ko1rmdK wa 95' ♦ {SEE NOTE _ -- ___ - .+rync.�.amrrs.rc.ssrn+rmer,weev f •.....�'"-"• --=:---- z.u.c h++.3.w res+rin�l rr rvmwaen pf r"Mat -c t r ♦♦ SLOPE TO DRAIN SLOPE TO DRAIN E ER U °°°°0°oa°°0n =6'FRttd _ — _ ce,Am�s.,�rcr rcrsxe f R F TOT RFFIEL o a a 0 0° —-4Mill ff ♦♦ CROSS SECTIOOa°oopcpaa0.''::: y f♦f t ;ti f/ -- ♦♦ °r°i°o°a°o°ad•>tf_':/ F�`\ LAY PITCHING MOUND,TO BEDURAPITCH 8' .. fi"PITCHERS RUBBER ti��r '.Nr:-�.f� ;4 MOUND CIli A LAY AS MANUFACTURED BY READ LEVEL AREA IV ABOVE HOME �f � r�;•�:.,/ CUSTOM SOILS,OR APPROVED EQUAL 43 5' PLATE ELEVATIONIPERMIT S T HOME PLATE 5, 15' 60S TO }T'-, �♦ Y FRONT OF 6 8"N RETE p PSI C R�} C 6 j• 140N OR APPROVED EQUAL) {ANCHORED] #8• CONCRETE ANCHOR U�l1Fj RUBBER a• .,,-` l 2Y 59,TO FIRER REFNFORG� HOMEPLATE CENTER B' / l ✓♦C� f COMPACTED 511BGRADE OR ORDINARY BORROW 4'TUFTED FOUL LINE I FILL AS REQUIRED.REFER TO SPECIFICATION © COMPACTED ORDINARY BORROW 45' R_9' 17� 5 NOTE: PITCHER`S MOUND �—rll� #. ALL.STRIPING TO ADHERE TO ASBA AND MIAA STANDARDS. W� co 4000, TO 2. FOUL LINES,ON-DECK CIRCLES,RATTER'S BOXES,AND COACHES BOXES TO BE INLAID. `���-r Or � BACKSTOP 3. FINAL COLORS TO BE APPROVED BY OWNER. U-Ii.1c 5'DN-DEC}C CIRCLE COU] BASEBALL INFIELD LAYOUT CURB 4, PITCHER'S RUBBER, PURPOSED ONLY. SECTION AT BASEBALL PITCHER'S MOUND � WQ o 05, NFHSINCAA REGULATIONS RECOMMEND A MINIMUM 46 CLEAR ZONE RETWEEN THE BACK TIP OF HOME PLATE AND 2 ❑_�� O LLLI 4 l�T.s. THE BACKSTOP.THE LAYOUT FOR THIS PROJEGT SPECIFIES A 4LP CLEAR ZONE,BASED ON SITE CONSTRAINTS. KTs �_�� Q�� G ©� Z B a O?C)Q �QQ 78-p• WHO ©�q 3T-p" 1f1`-6• 9'-6' (,<�_ HOME PLATE(INLAID '-' �:�• z A 5'° WHITE TURF,TYP.OF 2} PITCHER'S RUBBER�TYP.of 2} A =�= ti Q� ;. .. EASE STONE DEPTH TO BE A MAXIMUM OF 11' - .. ACROSS EXTENT OF FIELD (12'INCLUDING MINE GRADE AGGREGATE) f•: 7 8'GRAIN LINK FENCE SYNTHETIC TURF SURFACE IN TURF CURB(TYP,) �. PER SPECIFICATION OAM AND SEED TOP OF INFFLL MAIN PLAYING-7 GREEN 1 URF FINE GRADE FIELD AREA �TRN TURF CLAY PITCHER'S Mf3UN1] �( AGGREGATE(r MAX.) ® CONCRETE CURB AND FENCE PER PLAN 7 Na. DATE DESCRIPTION sr B k na❑CTrin. rlssra 4'WIDE SINGLE SWING GATE BASEBALL BULLPEN ALTERNATE#4 rt 0 a❑a❑❑° A rlassacSQ� °a°o°t BA5E5TONE 21 0�0tl°a0ria°°oQo�°�a .'..•'-�.'� � �ti{t _ Y♦ ❑�scNE❑BY war ♦�� r raaaooa�[PERSPECiFFCATION i°r0 °°°rt°o°a0 00 0 �, � .� baIWHBY Rf7r 0 0 0[ 0 a 0 0 0 0 a o o •:.• °a°0°n°n°n°o°o0a0000°0°0C11"'0aa°oaa°o0 000� 0.0 a O°U 0 U n v 0❑G J 00 0 0 a°U' CHECKED.By KFR f P5 G 1'O^fl0°0°n°0°0 00a00,0 0°0,0°0❑°tla40R0 '' 2 SLOPE' 00000�0 n 0 ID 0 o0 0 0 0 pfl0�a°n°o° •',::s'••; ❑ATE enssars • it %�r.•• tl n a fl R 4 O O n C a KT •\♦♦ ;t' f:/; } :�' 'PERF.EL HOPE PIPE FENCE AND ANCHOR CURB SYNTHETIC TURF =r;f�� ���f".{� ♦ INN CROSS SECTION PER DETAIL 3,SHEET C506 GEO t{f�f ,•-,LAID LEV 'r CAPPED BOTH ENDS) LOAM AND SEED 1411" � �j` l f cr�r r `� �` SHEET TITLE //��� \F♦f .l\Ja�'A ��•♦h ~�,�i ,1 .� ��.• ..�,a�;-•...:.�i`:...i:a;,,-�e?n:w- -a•'3#r'c; 3.�Y'�` 314�1�'�����•p7 C� °papo�OgnpOpnpagp�pppOn n ra n n n e,n r, n r,aa0�nQ0na�44.5°IaSLOPE i°o°n°a°o°a°a°a �`��:fwg` •.-- <.,.�:..:..,.,\:,",...,,n`:=` �y�:v`:i'-'ram 000°a❑°a°0°n°p°a0 0apaO BASE STONE PER SPECIFICATION'iaj-gtlQOoijouo1v1v pqu°voUIU 000ap°p°papap° .1 f./�ffFf/.0��/�• ..rr,.i%i(-,.. DETAIL SSHEET ire,EFER TO DETAIL 2,THIS SHEET�ti\f COMPACTED SLIBGRADE OR COMPACTED ORDINARY B OF 1 5 �, ♦�•,, BORROW FILL AS REQUIRED.REFER TO SPECIFICATION. A �: ti\, ♦.�/. 5� �r f`4-f ♦ :f `f�'r COMPACTED SUBGRADE OR COMPACTED ORDINARY 6 PERF HDPE PIPE aKAwMc KG 314'WASHED CRUSHED STONE LAID LEVEL BORROW FILL AS REQUIRED,REFER TO SPECIFICATION. SECTION"A-A"THROUGH (CAPPED BOTH ENDS) SECTION THROUGH BASEBALL 4 BASEBALL BULLPEN LENGTH BULLPEN/BATTING CAGE WIDTH C508 ears. � 27 OF as 1 1 2 13 14 5 b EDGE OF INLAID TAN INFI ELD TURF,R=60'FROM FRONT CENTER OF PITCHER'S RUBBER �,•'f 7'"f�' 24'x 6'PITCHER'S RUBBER �. •ti LEVEL AREA AT HOME PLATE ELEVATION " LE HOMEPLATE WRAP SYNTHETIC TURF 4'h1IN.OVER / f 4"FOUL LINE ANCHOR CURB AND ATTACH PER Y}' MANUFACTURER RECOMMENDATIONS vaf/ Ga a A"othitaa,Inc. ATTACH%'THICK RUBBER SEPARATOR PAD F.BgOVera and Prerwsrs TO ANCHOR CURB,EXTEND 1 Y,'ABOVE 1r ----� aaa LEDGEY't00Q PUCE�SUIfE xr�E CURB TO BE:LEVEL WITH TOP OF INFILL ROCKLAND.W=70 !' ••✓,rr/ r f P70tms.mts F 781_115.pGrmvw.pa1w_cwn PITCHER'S CIRCLE R=8' ff Rom, 17, FINISH GR IC URF INAT dF LAY PITCHING CIRCLE,TO BE DURAPITCH 6osian Bailimwe,Odando Harhrd Bedford 5YNTHETIC TURF IN MOUND CLAY AS MANUFACTURED BYREAD 25 CUSTOM SOILS,OR APPROVED EQUAL (FACE OF CURB) __ -_- - memhr.t.crr dodn.er�ez:wraenwa+6nd ❑-o a❑ s' _ -- _ sa.n�susrr.r<cgyrq+caaia . 43, CROSS SECTION REFER TO TURF FIELI] 8�❑oaaoa❑ v¢n o v a n o a :i• .,• �j x. 43'. i /-ff'./ f. �fSt • �'3 f � 4`FOUL LIKE '�• .:,���rl�; 4'FOUL LINE /f f1fY'% f' IPERMIT_gT 8"X 15'4000 PSI CJks^ �� :yf f EdTEXTILE FABRIC{MIRAFi f"CO) 3' 3 CONCRETE ANCHOR CkT 8}A'+i�i� -.% f Y' �' 144N OR APPROVED EQUAL) _I NOTES: FIBER REINFORL�FF7iF BACKSTOP FENCING I TURF'CURB 28.5v r 24' U ON-DECK CIRCLE —1c �� f ./ COMPACTED SUBGRA!]E OR ORDINARY BORROW (FR£E OF CURB) 4' 1. ALL STRIPING TO ADHERE TO FILL AS REQUIRED.REFER TO SPECIFICATION ASBA AND MIAA STANDARDS. D 2. ALL LINES AND MARKINGS SHOWN NOTES: R 13' 3' TO BE TUFTED, COMPACTED ORDINARY BORROW 1a 3, FINAL COLORS TO BE APPROVED 1. ALL SIR IPING TO ADHERE TO ASBA AND MIAA STANDARDS. BY OWNER. 2, INFIELD(SHOWN HATCHED)TO BE TAN COLOR TURF. HOME PLATE 4. HOME PLATE AND PITCHER'S U7 1 3. FOUL UNES,BATTER'S BOXES,ONZECK CIRCLES,PITCHER'S CIRCLE,AND COACHES BOXES TO BE INLAID, $, RUBBER SHOWN FOR �--o 4. FINAL COLORS TO BE APPROVED BY OWNER, REPRESENTATIVE PURPOSED Z O 5, HOME PLATE AND PITCHER'S RUBBER SHOWN FOR REPRESENTATIVE PURPOSES ONLY. ONLY. LLl= qp SOFTBALL HOME PLATE/ wU)u~.w� Cr 9 SOFTBALL INFIELD LAYOUT PITCHER'S MOUND LAYOUT SECTION AT SOFTBALL PITCHER'S CIRCLE >�=WQ © � rer.s LJ ors za.r.s. 0[0}- CLTMD;• rr ��L]W ��Lu g � ©woo � or-, >- ©U)© pax 35-a' a'.(Tr 9=-0' zpQ L�Qa= C W�Cr)� p ❑ z HOME PLATE(INLAID �PITCHER'S RUBBER{IYP.OF 2}~ _ = p A s-a• WHITE TURF,TYP.OF z} A Q�= 0 CLAY PITCHER'S AREA BASE STONE DEPTH TO BE A MAXIMUM OF 11' ACROSS EXTENT OF FIELD ' (1P'INCLUDING FINE GRADE AGGREGATE) TAN TURF V CHAIN LINK FENCE—\ [f SYNTHETIC TURF SURFACE IN TURF CURB(TYP.) PER SPECIFICATION LOAM AND SEED TOP OF INFILL MAIN PLAYING-7 i F#NE GRADE FIELD AREA AGGREGATE(1'MNL) gy 11 8 ONCREfE CURB AND FENCE PER PION ,yn HATE ❑eseRirnax • PFtWEETIt[7. 71956(1 � 4'Wl[7E SINGLE SWING GATE k j���f��{./ ':s.• 'a p a a e..❑_o_o_a_tl..n a d tr C3 0 a a a a ;Y• .f CADOFilE 7t9S&LC.A`t o n n r a tl n a p c ❑v a�T.s f�. ,�c '�_��s 4e;.r Y:.i++_'•,❑a atl�S7ad Ua❑'nv a 4 FaR ao❑❑atl°a°7p°°° ❑ f`g{aan� ❑na°0 ao�'na .•'. ;ffN \, O�scxrnsr Rrc�OTaotl0❑a°G BASE STONE aa o°❑❑aaJUpU r °a° Oap04a°0a0aw_ oO aaoaaaon O:AwNBY ROT o°°t °❑Ci°vaopvaapoan P I 0004 ❑na11GvC nao a caeQBYc ❑novo❑on p ao aaa5]FTBALL BULLPEN ALTERNATE#4 °° aoav°an❑ o 0 P voa ov❑nao❑vaennaa OA1f ills fa o a _a s=s DRAW sr�ate �rs F••/ � _ f� /� /ci ff.��i�f�/i.�'••••1• Gi7hPH[C SCRLE 6'PERF.HDPE PIPE LAID LEVEL GEI ][iI (A (CAPPED(CAPPED BOTH ENDS)�4 144)*]R=APPI�d11Ep PITCHER'S RUBBERTO BE SAME FENCE AND ANCHOR CURB SYNTHETIC TURF f�* CRO55 SECTION PER DETAIL 3,SHEET C546 LOAM AND 5EE7 ELEVATION AS HOME PLATE I ,f/,�4��/���.�ti \ �,, Z;wyti�,\ n�� \t 314'WASHED�CRISHEt] ONE DETAII.SHEET COMPACTED SUSGRADE OR COMPACTED ORDINARY 10 OF 15 ^` - BORROW FILL AS REQUIRED,REFER TO SPECIFICATION. ::.� o❑n n n n❑n n n n n 4 a n tl o ri A n,❑tl tl a'•-' -Y'` ` - .. .x`°'•- _f�%{.! ''� aanas Hop❑°°fl.5%k6FE A�ratlauApavRaaaoaaaa ,s' 1:fi/r.�i fi�f�:fi::,.= �:� '❑o c BASE STONE PER SPECIFICATION o a o v u t+0 o a a a o a❑a❑a a A n n .. _ _ _ _ 7 U„p❑,p a i7 a a p 0 p o D a n p a.,p 'f,, REFER TO RETAIL 3,THIS SHEET t SECTION"A-A"THROUGH -'`,�� ;'�'_ �I -, �\ ;,'_ �4 SECTION THROUGH SOFTBALL ./,.:t'v t f✓ f,�t<:,( C �COA�PACTED SUBGR4DE OR COMPACTED OR[]1NARY PERF,IiDPE PIPE SOFTBALL BULLPEN LENGTH � BdRRDWFILLASREQUIREU.REFERTdSPECiFiCATION. � BULLPENIBATTING CAGE WIDTH C51 0 314 WAgHrn CRUSHED STONE LAID LEVEL (CAPPED BOTH ENDS) k'r' as of as 3 - -- - ftwen cam:WHS 1=f - Ittfill WWR •� -- �ez� + F.rleetz it.�d �. .,,. .- r Aolsuble tt+ I'7aEe°I`ray KI.AND,AAA I.:tfi`I"e e a _ I'TIk9314d§€T1= Tvwr. -5 Ir fisf_ At aci+f 3 i tWur Ais al t c� -- S f5r ando.Kard Rena,d g F AI'I I-ISr�ILvdit 'fit at ` ho$tea nw "LArt s-.d hO�tr 5s�3IIa€ W i9 50 3/r od and I Dims 5� 1•�m t o �BARS 1�`D.C. N CL"A&wd OKI 2024 FIaI¢Tray I ISf Adjuflinelif f"1"Tod Filial Extialaims Am* i r.la� 5 10V SQUARE CONTINUOUS� - t ct15lz• g INSIDE DI rCI.I S I I �` { _.__ PHILTER Lu HattwoN Duty A I __ «_ 1-D'�€r 4 --- COWMCTOR TO PAINT Sylift"cTurf CORNER BARS CRASS InVARed EYQII'S Ilr and I ti ILI t .. [ R EE: M IT SET i 3MIN �1 Fit—I` I r� n € ` 7#I ALL HOLES Dram"a le z ate€ I s I € i t 1 i 'FOI?RAINAGE [ €rsa 7I I E II II 11;#€- I 1 6€#i11 E I II II IC I I I11 I OF4IN #r? �Iq 31�1 Ill�� I ,I --� #I-� li I# -i € ��E 1 1�I�II,-t� 9611 II #� II ICI 1 Iv� I.�-- i 47 &a�. - L t I `°CRUSItEI STONE LLI Cr> fwl POW- PREPARED SURG E LLI LLIC) LLI CID TO SPECIFICATIONS) � P� Home Prlil � MOTE: MA Tj —a Arlockikkilt PC 01116209 _ LL.I - 1.CONTRACTOR TO INSTALL PERMANENT SLEEVES,WITH REMOVABLE CAPS,FLUSH WITH n THE SURFACE,TO ALLOY'FOR PROPER INSTA ATION OF HE SPECIFIED DISCUS CAGE_ W � � LU Q HOME PLATE FORMING SYSTEM DISCUS CAGE LAYOUT DISCUS PAD DETAIL, uj RTC T, ►1T 0 - - rl— 0 I LU 339 3CIlI 39 T RADIUS/ 54� - Tr , i y SPOT T x`LIFE( P.) I CENTER OF FIELD III l Ilk i kilt kill ilil I€11 litl Silk Sill fill lilt lilt$III till Itll tilt lilt llti Fill kill ESCR 13' S)' 1 T S3`'1 23.33' v ! RL 71v_-:L I €Iti licl llll till AM Ills till fill Ikii'IIIS YIIPtill 4M fill IEtlttii fill till.Itil[#li ( _--- 3&` 3� - I � D€�G€III�Y sir _ DRA"SY ROT j CHECKED BY i€Tftrps l DATE ---_ glym y... DRAwwascA x.TA' 3t GPJJ"C SCAE COACH V SOXAPPROX 1'SAFETY BONE L� [ PERIMETER SHOWN FOR INF R TIGN - PURPOSES ONLY - SWEET ME SPECTATOR RESTRAINING LINE SHOWN FOR INFORMATIONAL PURPOSES ONLY,III'1"Y. NOTES: NOTES DETAIL SHEET 1, ALL STRIPING TO IHI-'CIE TO ASS,IIIF}fS,AII)hitAA S7#OARO. I. ALL STRIPING TO ADHERE TO ASI3AAI7 NFI'IIS STANDARDS. 1 OF 1 A IL FIB E TENTTICK MARKS TO 9E INLAID ONLY,NO OTHER LINES TO BE TUFTEDANIAIDIPAINTED. 2. FIELD EXTENT TICK MKS,TO 9E INLAID ONLY,NO OTHER LINES TO BETLIFTEDANLAILVPAINTEO,. 3. FINAL COLORS SU13J'ECT TO APPROVAL BY OWNER. 3. FINAL COLORS SUBJECT TO APPROVAL BY OWNER. DRAWNGNa SOCCER STRIPING DETAIL. FOOTBALL STRIPING DETAIL C511 ftT, _ FIB. 1 2 3 4 5 B LE VARIES TOP RAIL 1.66' (FACE TO FACE) ", CONCRETE FOOTING TOP O.D. ti', iU HIGH VINYL.COATED GalaAssot ia:,Inc, 1'-6'DIA. NET POST SET IN SLEEVE CHAIN LINK FENCE{TYP.) efg;ff ers�Wenftm 7'O,D. 2-6'SQ. ~•''�f•' :;r ISuffE3W E PANEL FRAME~ ~:i soo LEmDMA o PLACE �• CONCRETE FLIOTING BASE �8 o.65�m GATE POST$RAI�fSOM s�, PAVEMENT,REFER TO 7'ENNfS I�7et735.r�aS F�8+au.64s7 www.9alncmm 3*U.D. PLAN COURT SECTION iD 8oaloa 9a13"m odando Harlfnrd Bedford 9`(TYP-)Y.(TYP.) THc"s grQrweatanaam clmnwkm&Cksw pap"d Goa Asvx*�w kc ud vkJ ea b<.t&e or NETTIGHTENER 0�eh.tvt,-r-dw ft nvm rraeea et NET POST AND LACING ROD 1O ` 3•fi' TENNIS NET 4'LONG BY 2'WIDE BASE LINE 18'DIA TOP COURSE CENTER MARK GATE FRAME 2' BINDER COURSE P E R M=SET O.D. NET POST SET IN SLEEVE BOTTOM RAIL CONCRETE FOOTING BASE-POUR INTO f' UNDISTURBED SUBGRADE 10 `f 32 1 B'4'-0`MIN.' -'• y .ter;r TYPE A2 COMPACTED 2'YYH[TE PAINT GRAVEL SORROW LINES I• NET f+ �.} E 44.-D. • g+ H IG HT: i-' I•- _ STANDARD TENNIS COURTS: NOTE: t:II `I: - ' "i NETS SHALL MEASURE 42 INCHES AT THE NET POST AN 0 36 1 NC HES AT TH E C ENTER OF TH E COURT. 1. GATE HEIGHT SHALL BE •'�_ Z 0 d- V-O'WITH TRANSOM FOR 1 V OF�CRUSHED STONE N POST(TYP.) Z1' LU= . 6' P.} irs 1V-O'HIGH FENCING. �. NET POST LOCATIONS: ONTROL 0 r"' � � i'`O SECTION W W C) L1J cc4Z-O'CL TO CL STANDARD COURT, I HET S 21, JOINT f/J CD NCHDR(TYP.) ❑_(� ( EDETAIL) �_U� Q a� 8 '} NE7LNE Lu0> 5 �rn> ©w (D z o?o SINGLE LEAF GATE TENNIS COURTS TENNIS NET POST ��OINTTS 78' 2I' jpQa z nQ rtT.� 0 H r.s I a:C� Q a C4= 13'6' 13-G Z I- (TYP.) (TYP.) U Q o= o a Wf�C) z }'WIDE x g SAWCUT CONTROL JOINT.FILE.wf SIKAFLEX OR APPROVED EQUAL,APPLY TIIN ! SERVICE _ LAYER OF SAND OVER JOINT MATERIAL.TO f LINE Q Z ALLOW FOR BETTER ADHERING OF SURFACE 44' T(TYP.) 1 I Z WHITE PAENT LINES SEE TENNIS COURT SECTION iD' CONCRETE FOOTING (BELOW PAVEMENT) 4�• 2T 4 S' 4 ` AiA.I AEA CENTER STRAP ANCHOR `/rrrr;/i/ilia ALIGN PIN WITH TENNIS NET 21 NOTES: NET LINE i. PAVEMENT CONTROL JOIE ITS TO BE INSTALLED BETWEEN EACH COURT AND ALONG NET LINES. PLAN 4 -2IY 14' 3 5' No, DATE UESCR MOV av Z CONTROL.JOINTS SHALL BE INSTALLED WITHIN 72 HOURS OF FINAL PAVING. V, FROJECTRO. 71"o B TENNIS PAVEMENT CONTROL JOINT 3,5' 9•(TYP.} '° DESGNVCADORLE ROT T LIQUID AP 1D'£HAIR LINK FENCE \�LEDGE OF PAVEMENT PICKLEBALLSTRIPING PER U.S.A.PICKLEBALL ��,,,�� DF:5IGHEA 9Y ADI Y-0' SURFACE SYSTEM ASSOCIATION STANDARDS,STRIPING COLOR HE TO HE SLACK, C TOP COURSE sr nnT E71A. HEMD BY I[FR IDS BINDER COURSE DATE 41t m2s LIQUID APPLIED ACRYLIC SURFACE SYSTEM 1DF M"mG SCALE U.S. 1 Irt BITUMINOUS SURFACE COURSE CENTER STRAP ANCHOR NOTES: GRAPHIC SCALE 4'�J r. -�` TYPE A2 COMPACTED 1. NEW TENNIS COURTS TO INCLUDE INSTALLATION OF NEW POSTS,NETS STRAPS Wf ANCHORS AND FENCING. 2'BITUMINOUS BINDER COURSE ;, GRAVEL BORROW CONCRETE FOOTING 2. COURT INTERIOR TO BE RED.COURT EXTERIOR TO BE GRAY.CONTRACTOR TO SUBMIT A SCALED COLORED 10'REUSED RECLAIMED ASPHALT WITH SUPPLEMENTAL '� /�� TENNIS MARKING PLAN FOR OWNER APPROVAL MEETTM DENSE GRADED CRUSHED STONE,AS NEEDED 12'OF CRUSHED STONE r EXIST.SIIBGRAAE /i/i//�f/r fl c 3. ALL MEASUREMENTS ARE OUTSIDE TO OUTSIDE OF COURT LINES, V--3' SECTION 4. ALL FENCE MEASUREMENTS ARE i.TO c. DETAIL SHEET COMPACTED SUITABLE 12 OF 15 NOTE: SUBGRA€}E SOIL 5. INSTALL CONT ROL JOINTS BETWEEN COUfiTSAND ALONG NET LINES. A 1. BINDER COARSE AND SURFACE COURSES SHALL BE INSTALLED PERPENDICULAR TO EACH OTHER, DRAWWGNO. 2 TENNIS COURT BITUMINOUS CONCRETE:SHALL CONTAIN 0%RECYCLED ASPHALT AND Ua RECYCLED SHINGLES. TENNIS COURT SECTION TENNIS NET CENTER TRAP ANCHOR D_M1x 78'STANDARD TENNIS COURT WITH PICKLEBALL C512 KU 3S DF ]E 1 2 3 4 5 6 6'CAST-IN-PLACE 1tT[IYP.] CONCRETE CURB{TYP,} 4GALE PEDESTRIAN GAM 1 Y-W MAX HATE:SEE LAYOUT PLAN FOR LOCATION Of WE IN PAN E15 j :ti= i,a't �• •.{ i RIP RAP{MassDOT STONE r�� � a_ : _ ; :�• r; Gala Assosist9a.Inc• FOR PIPE ENDS,M2,02,3. >' '= enfl r errs Md Plamerc v TOP RAIL 1J 6'O.D. ��1{ e•�r 'r'`:f•r r •�r• •w: .�:. 300 LEDGEWOOD PLACE I SU11'E 30d E _ r• 's� r'' r' tip. :t. ROCKLAHD. n.'.,,.,. G TEPosTs FINISH GRADE ';'�• _ `i J,'i4. r�.i- ,• �' `r P7D1.335.6163F7A1.37S.6167rrnw,9& r QLI3 %%!/f�' %ff�%�/l%/� r + •i Yw_^1-•;'•�' L�. •s i~r t,K� r;'f ��e: ~i`~•u Baum BaEIIIxmre 04.mia Ho turd Beftrd CKVINYL CLAE7 Z r i. 'y••' r .� y�� ^`'ry •' UNEPO5753'OD TOPSOIL 1.' i •''�' r'�r^' .i r3../ z:�;`:r•'r'�,«:^1�'j a:• y1••r-. i'. \\ 4 •r• ,e,r"r.:t *• •• ` t'- f- lrso-:.ryuem.ewy,..ems,ub w..mew.s CENTER RA€L1.6S'O.D / r/ r r a S•� 'e r '. J fYr t• w _ svparksryva14AUWAMk+ca•avwm. d.4naor ►"•r•• yS. •~ i.•„ti, ••�. �S:y • xrudh*td,a pdnjdtvts Sr trprw warn Wyiulnd LACKVWLCLAD •" 'r•r•' t • "r :r? r {,+' w••,..'••••t r:•••y•, 'd GkrA 4s..lkefagAejlC407. 1fl'-0' �,:�.' ',y.• ' "tit��•'�'' .� r_ + :• _ L�- VARIES 1.75'FMCS FAMIC GEOTEXTILE 'a: r .• •tY y :.Z i:ti+ .r•�':•�?r ,;.,b TQ 1.75'MCE FABRIC: 8 O' �/ FILTER FABRIC �[y !{"c'1� ' 'f r" 4:r �; •i.'yr-..r• �;��»:t r r'=rs • :.- i.:j.•• i CORNER POSTS 4' �ii I _ r- c•.rp rr a� �� �r =� r O.O. ~�� i• •t• •r •; J tf , / IPERMITT�• SE za BOTTOM RAIL1,WO.D. GATE FRAME2'0D. � 1}4-2j�•CLEANSTONE s; �� -:f.= - • 4•�:�r '+r:r !^ - �' (BANK RUN GRAVELY i.•y ',,•:i:•=:a: , r x• ,+t:-_• js' FIHI57iEbGRAOE r:�� ,' F,( r.-� i .r° •�'f. ? !1#.;:s:` PERFORATED HDPE PIPE .r r: ♦� ?'p !i:'' �`• 6' (REFER TO PLAN FOR SLZEANV.) s•_ yN 'r�1 _ i ;:: r t .r•1. r,•+ t:• [ i Q' 4 TYP. _ i r. ri :•1 ,s VARIES i •:f'. t�. • a .! L- l. REFER TO PLAN w• 6' P. 'f' - ci 0 . ......:... �r i..J_ 'sfrSs• .1 0 1'-0'0 �•i� 6' P c . i�a •} W MOTE: Co4Y (TYP.ON LEHE AND ..... .:.. . CENTER PMS1 NOTES: �?�•0� INFILTRATION TRENCHES SHALL BE CONSTRUCTED IN W(J]W� � m {TVP„GATE POSTS) ACCORDANCE WITH MASSACHUSETTS DEPARTMENT OF 1fl'(Tl'P.} > W Q 0 o 1. EACH OF THE PEDESTRIAN GATES SHALL CONTAIN A FROST FREE LATCH ASSEMBLY ENVIRONMENTAL PROTECTION(I�IADEP)STANDARDS 7 PAINTED WHITE 0 T-0' RECESSED CIRCLE NTH TOE BOARD =L7!� L�L.I Q WITHOUT DROP RODS,INCLUDING LOCKS AND THREE(3)SETS OF KEYS. CIRCLE(TYP.OF 2) PER DETAIL 2,THIS SHEET{T'ff'.OF 2) ry_ � Q�2 Ci 2. FENCE FABRIC SHALL HAVE 1,75'OPENINGS FOR TENNIS, 3 �fY O� � �Co Lu 4 a�oo Ada '10 FOOT HIGH CHAIN LINK FENCE INFILTRATION TRENCH SHOT PUT PRACTICE AREA DETAIL wC3�© Lea r7 KT.S 4 k.T,S. KT•S. �� Cv W _ a =0 Qz SHOT PUT TOE BOARD :�1:;;;_S f ry.,_.'•Y�7#:-y ��` ram. REFER TO SPECIFICATION STONE DUST MIX(AASHTO ;x:�r.•� t.r{'.:rr,,r•" 3� .� �Y;. B#1D B ?'•r•I� x r^'�? ;r r•{r, r }LANAII IG AREA rr,•cs!,�.�,•. 1�1;3'.-{pr`+F` SHOT PUT CIRCLE SHALL BE MODEL TFSWRING AS i ��. l`i off ytv_M1=.'`=.r•"' CONCRETE CURB,TO BE INSTALLED MANUFACTURED BY SPORTSFIELD SPECIAlT4ES,APPROVED EQUAL.CONTRACTOR SHALL DRILL A MINIMUM OF FOUR(4) r>'"f".��� r;,+�;�• t YlIYY=,in� PARALLEL TO SECTOR LINE(YP.) HOLES THROUGH PAD(3r4'O MIN,}WITHIN CIRCLE FOR DRAINAGE, 2'WIDE PAINTED SECTOR LINE SHOT PUT STOP BOARD a •,' i. FIRMLY SECURED WITH IT'S M'SQUAR INSIDE EDGE COINCIDING WITH THE INSIDE EDGE OF -, 7 O'O(SHQTPU t; • . SHOT PUT CIRCLE rn CAST4N-PLACE CLAYISTONEDUST CAST IN-PLAC5 SOD DISTURBEDC �CHAMFER,TYP. J0 DAZE DESCII TIDN DY .. :4 7'-W DIAMETER CIRCLE WITH STONEDUST MIX a3 12•O.C.Eyy CONC. MIX SURFACE CONC. Q L I u AREAS 5• [CONTINUOUS} PROJECT NO. nsssa s _ r'. METAL RING EDGE SURFACE(AASHTO#SQ) � (CONTINUOUS) ..• 1, CADDFILE 7t�CSOs SAWCUT LINE,Y4'DEPTH OF „ - , < 4'STQNf O ST SURFAC , V Demr,Hen sv RDT " 711 CONCRETE PAD FOR DRAINAGE IN .. „�'t ' =Ic. INSIT)�RING nIA .+.ti r• ;I`"•..:ti';• r:�s':k•.•]7S;?•�: +w f,r:� _ -; _" l i S RAD USH S ORAWH 8Y Lm ADDITION TO DRILL HALES CALLED i •i.fi':_�' 'r:r S'DEN E G N _ RDT ¢ E 3 '• �•, ti-rr 2:r`• ':ti: � U C3 1 � -I I.._�I.�:i 5:.�" '� I I •I. LHEGCED$Y KFRIPS �•}� ,.r.- ��[? i.' : —I I k..:;;` I. I•�- I I�:•:I I Y'..I -I,i". - ".:�y..:I.. OUT IN ..,.;�,•t 4.,•� �� I ,.LI- _,I,�� -- _ -,�-it�rj { I, II.--_ . .._ . �i.C'� ,. .4 fyi:i;.••ry vs:1 —f !`F=. I f .:�c•= RA.- .: _ .� f.. .LI:� .1 _ II-._ -_ I;_- I i �-I ,- �.,..I�_� j..,i� -;_= �i��-...,k i.—j'E•"=.i �. € =�i _ __.( .L�;;.., uFsrxas k..,...--_..., DATE I i �4 • GEOTFXTILI wFry�_.`•'rj}= gir.ai�:`�r' 31��i117 r jfI-Ij-: 1- %'DRILL HOLES -'��: •, T.,.' ¢;' - 'I :i sA i r_I I tt rs i [... (. ORA 'G SCALE N FILTER FABRIC I IL RI �,..1• 1=- - I is .i' 'I. Ali:._ _,- .- ... ,- __..�� x�ta cola fi iw i l I - • FOR DRAINAGE .•' 'y^•:+•.�' TYPICAL •••r• _ - - -...�RET'ARED - `-' - -)�';�I e _: ,�ITi—j i. Tom: I--'- -j.»iil�'I �r���il,.,»:EI`� GRAP3iC5C�VLE E a,I- d,p(ID PSI CONCRETE PAD - 11- r.__• _ i, Y Ei_ I: i =_11{ i'I. i3 y#-l�4•.4 3 5' =' _ i2• Wrfi96 ENTRAINED AIR t:i s -..� :�!"-•f;_I(� j e I MiIRAF1 FILTER FABRIC 144N L -TYPICAL TYPICAL tp i OR APPROVE[]EQUAL �:(?I {lY:, !i -j - AGGREGATE BASE COURSE SI+EET TITLE CONTINUOUS 94 NOSE BAR AGGREGATE BASE WrZ4rC-0'CORNER BARS. COURSE(2A MODIFIED) NOTE:PROPOSED SHOT PUT VENUE SHALL BE ®EACH CORNER. DETAIL SHEETINSTALLED IN ACCORDANCE WITH NATIONAL FEDERAT#ON OF HIGH SCHOOL SPORTS(NFHS) 13 OF 15 LATEST RULES AND REGULATIONS. A DRAMNO HD. SHOT PUT LAYOUT SHOT PUT PAD SECTION A-A) SHOT PUT LANDING AREA SECTION B-B C513 v Ja 2 3 4 5 CLEAN WATER- CLASS Al RIPRAP SPLASH DISCHARGE BLOCK I'DEPTH FULL LENGTH OF STANDPIPE TO BE FILTER CLOTH �AL= WRAPPED INI--`MESH HARDWARE CLOTH AND THEN WRAPPED IN 15, GEOTEXTILE FILTER FABRIC PUMP DISCHARGE Gais As ovelales,Inc. STRAW SALES OR E,04ivm zr4 ftwmis SILT SOCK.2 STAKES 300 LEMIEW000 MACE I SUrFE3W E 12-36'PERFORATED PER SALE OR 9 O.C� ROCKLANE),MA C-2370 PVC PIPE J FOR SOCKS P Ta t335,UO5 F 781.3nS457 W"�qmlw-mom I A Balurnom Odinda HwtbTd lkdford as R STON—\DOL AG HIGH STRENGTH ON Yil E 113LE STITCHED SEWN IN SPOUT '-'TYPE SEAMS 101-01 MIN.SQUAR LAVAu HIGH STRENGTH STRAPPING FOR AREA iv DEWATERING HOLDING HOSE IN ----- CRUSHED STONE PLACE A, BAG N- BACKFILLPIT S HO LDING T C L PUMP NTH T WASHED WATER FLOW FROM STONE FILTER I WATER MA MRIAL NOTE FILTER CLOTH CLASS Al RIPRAP 1PERMIL UET PUMP DISCHARGE Is, I TIGHT CAP COVERS ENTIRE INSIDE HOSE lee OR PLATE FACE OFSTRAW DIKES. PLAN MEW OPENING ACCOMMODATES 2* EXISTING D TOP VIEW LIP T04' GROUND DISCHARGE HOSE 24-72' 2"WASHED, EXCAVATED (TWICE DIAMETER OF STANDPIPE) STONE BASE--75 NOTES: ,r--24 FLAT SOT Tom 6'OF)(4'DOUBLE WASHED CRUSHED 1. PIT DIAMETER TO BE A MINIMUM OF 2 TIMES THE DIAMETER OFTHE STANDPIPE. 3/4'CRUSHED Co FLOW ICE;: w LID 2. A BASE OF FILTER MATERIAL CONSISTING OF CLEAN,2'TONIC SHOULD BE PLACED I-zr STONE SIDE VIEW STONE uju)wC> LLJ IN THE PIT TOA DEPTH OF 12'.AFTER INSTALLATION OF STANDPIPE,PIT SHOULD :--* > LIJ< 0 CD� VE BE BACKFILLED WITH SAME FILTER MAT ERIAL (:)M: 9� 3. STANDPIPE TO EXTEND 12-16*ABO TOP OF PIT AND FILTER MATERIAL TO EXCAVATED Q LLJ f-e( 2!Lu AREA EXTEND A MINIMUM OF 3'ABOVE EXPECTED STANDING WATER ELEVAMN DRY RIPRAP 4L =I.— OLIJ CLASS Al CROSS-SECTION B-B, LLI 0 00 < u.j 0:> C!f 0-0 j DE WATERING BAG (7)) DEWATERING SUMP PIT TEMPORARY DEWATERING BASIN wc)(Do u- < ch C-im C)< C j=-r Lu 0 GOALPOST BASE COMPON BASE PLATE,ANCHOR BOLTS P R SYNTHETIC TURF MANUFACTURERS SPECIFICATION Wm FLAB Powtex CoATEa Y ort WmTr Fmm!�i GOALPOST BASE ACCESS FRAME AvjusTRtGHT* 6-48 HOOKED VERTICAL BARS,EQUALLY (SEE SPECIFICATION) 14M4 F"-T�ON "ATMI ATOP FOUNDATION TO SURROUND SPACED EACH FACE.HOOKED LEGS r 0.0 A US'WALL TKAT&LLD,*.,FOR*TMA WMAL GOAL POST ACCESS FRAME,ALL SIDES U#o*W AD-X5THdM OF THF UMOW OCLS STILL @ TOP-REFER TO DETAIL EXTEND SPECIFIED CRUSHED STONE m Cin "AwAvoia zolAxam=0a VISTANCS 13 SQUARE TIES @ lir O.C.VERTICALLY INITU T"t ua OF fall0sm"rmtcTmm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 l�ilo G o o 0 0 0 Q 0 0 0 0 0 0 0 0 M TuneZMACE2 KATHIlt Truk00 0 Clov V 0 0 0 a 0 0 0 0 0 0 0 6'Stm,a ALum" 0 0 0 0 og000 0.0 0 0 lu 0 0 0 0 0 a In 0 0 0 0 0 0 0 000 ui G o a 0 q 0 0 0 0 0 o o 0 0 0 0 0 0 0 000 a 0 0 0 0 0 0 0 Co - 0 0 0 0 0 0 Goo 0 0 0 a 0 0,0 C 0 0 00 0 a 0 0 0�c 0 io 0000 0 00000-0 a 0 0 Atunomu" DAM 000 0 0 0 0 0 0 0 AbjvvTRswT-1 orscmpnon By -1,20-a 2 ��-"*0 00" ?a 20 0 0 00- FRO=Tuo. 71m z' Onvat.OFAFIT -A- Fw r CLR. r 7%9560-aal ------Fam KIT 4 CADDRL- Typ- ROT DESGMD BY X DUWN BY k--Dr- ZyhT#,rzc Tve CHECCED By XFRIPS Mit la Tr'? ADAMTR HOOKED 98 VERTICAL SAS,EA,FACE I 2`CLR SYSTEM CaLlar 1,PVC Domm STU$?OR EQUALLY SPACED(NOT Al SHOWN 400O PSI MIN CAST IN PLACE CONCRETE POStME CWINtTION GPAPHICSCALE a To Sm=jArxCx 12'THICK BED OF DENSE GRADEDIr SYSTEN 31 CLR CCATIONI GI TACLLE 9r D MM;) CRUSHED STONE BOTTOM AND ALL tom€gyp.) SIDES 46' nnE NOTES, 17 -?lHtuJQ--01 -Aim ftunm T. CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN STAMPED BY A BOLT PROFESSIONAL ENGINEER UCENSED IN THE STATE OF MASSACHUSETTS DETAIL SHEET PRIOR TO INSTALLATION- ACAMTAVA CMSOAR 004111L 14 OF 15 4-6' UNDISTURBED,ACCEPTABLE,PROOFROLLED, FovwATm M D!AmwrtR W-7 Z GOALPOST FOUNDATION IS NOT A COMPRESSION MEBER, A SQUARE EXISTING SOIL OR COMPACTED STRUCTURAL THEREFORE SEISMIC'11ES NOT REQUIRED. FILL BELOW STONE NOTE. COLOR TO BE YELLOW, MAMIGM ADJUSTABLE BASE PLATE FOOTBALL GOAL POST FOUNDATION(ALTERNATE#9) MOUNT GOAL POST(ALTERNATE#9)- (7) SECTION A-A C514 KTA 33 OF 38 2 I LC jA L in"' Gain Amoclatak Ins- PLACENON-WOVEN GEOTEXTILE FILTER 11' 3R FINISH GCE GRASS OR FABRIC BENEATH GRATE,INSIDE STRUCTURE NOTES;. 300 LEDGEWOM PLACE I SUME E LANDSCAPE AREA AOCXIAND.MA=70 CATCH BASIN GRATE(F 2D LOADING 6� 'LONG WOOD POST P 781.335.0-€ F 7 L=6467' (VARIES,PER PLAN FINISH GRADE(sIARIES I— DIMENSIONS ARE FOR REFERENCE ONLY '-'CENTER TL CENTER.ALL soston ACTUAL DIMENSIONS MAY VARY ..-- WORK SHALL CONFORM TO 1�:maa��ti�n Fiord Bt�rd DIMENSIONS ARE IN INCHES CONCRETE COLLAR AT GRATE MEETS 20 LOAD RATING MASS HI DESIGNATIONAYDEEM F4 i,.D. t.� ,: MASS HICIRI DETAIL 6'I... PAVEMENT, — — — QUALITY.MATERIALS SHALL CONFORM TO ASTM A536 GRADE Tt- 5 &'CIA,x IT LONG CARRIAGE w € r y - PAINT;CASTINGS ARE FURNISHED WITH A BLACK PAINT BOLTS(TYYP)4 BOLTS LOCKING DEV{CE AVAILAHEL UPON REQUEST 1 REQUIRED PER POST,. BASE STONE ¥; lc= -� IN GRASS h 4'x 9'x-II`LONG PVC DRAIN BASIL `�` �I MOOD GUARD RAIL DIAMETER VARIES) ` FINISHED GRADE VARIES . 4'I5'r`S'T 2'IIS` I� [EE7RM MOTE. t- FOR STRUCTURE LOCATIONS, CORR< CAPE t E�-� i;® SEE DRAINAGE PLAN. INVERT ELEV. LI' g VARIES lis COMPACTED DENSE FROM ALL CARRIAGE BOLTS,NUTS — # GRADED CRUSHED G. NOTE-'WASHERS TO BE GALVANIZED& STONE ALL YAt3OD POSTS&RAID TO BE PRESSURE TREATED. SECTION t LLB C/3 Llj LLI 0 CIS 18-INCH STANDARD `,�P�VC DRAIN MANHOLE OR CATCH BASIN GRATE PVC BASIn TYP.WOODEN GUARD RAIL DETAIL LL LIJ~ 0 I TO ELK CXCQDN4TM) ym ,POLE 94AL IE SET 9= MATS mastwd- _CONTRACTOR TO SUPPLY GALVANIZE R&NMEr- AVJAY PaZOEN�I TO SIME1 C12 P LOCKING MECHANISM AND CRN , 2=-E I a2mm.SIZE E EMT 4'NOM. SC 4D HOT ,�DIPPED 4�i � 4.4' 4 0' _ r--.Cnwmq BY B SIt' 72,MIN 2'x T SQUARE GALVANIZED P CT No- 7I GALS%.CROSSBAR STEEL BREAKAWAY POST CAM FILE 7im-cwt 6'NOM2 SCH.40 HCT-DIPPED , I =rs I- II _ RDT f' IdL ESGALi.SLEEVE-POST. IA3 MIN NtA SCI48HOT-DIPPED FIN SHED GRAVE y am 1= i � l:Z SEEL COR4ER BOLT REFLECTIVE BAND TYP) GALS BRACE SUPPORTS,(TO E ! € CHECKEDXFRIPS SHOP WELDED) I € eke SURFACE VARIES nATEI�3 5N`GSCALE WALE GALV.12 GA STEEL CONCRETE B S S IIOI G TI 1lNAL C-T TUBING BREAKAWAY ANCHOR .. LUNGE POST FILLED . _ .... 6` , 4: WITH CONCRETE � � � �` PSI CONCRETE E SHEET rrr€ei: NOTE: i. PARKING LOT BARRIER DOUBLE GATE SHALL BE A ONE WAY SWING BARRIER THAT SHALL SWING flTir Irlt A AS SHOWN SHEET DETAIL SHEET 1 INSTALLATION TO INCLUDE LOCKING HITCH POSTS IT FOR HOLDING GATE IN OPEN POSITION. Dmw%xa VEHICLE LE GATE DETAIL WALKWAY LIGHTING HTIt G D T I. SIGH POST FOUNDATION ��� 1 2 3 4 .......................... NORTH mg,04GA LE 4 MH 1 —118.7V RIM 1160" axis Aaacelltes,111C. ........................................ garerr ind DM R Ni i,§�6.40.,rgm.I 15.19{}AM mem 4olg I 300 LEDGEWOM PLACE I SUrM 3W E 106.7 nCCXL&ND;Ak=70 P 7B 1.=04 65 F 781.335.5467 WWI CD Rice}r 727' I'S fI 1 7))'. - ............... Boston MtIrrora Orlando HarIfard Bediard x-- 7013 XTOS.4 D- RIM-1 15,7 i ame Auwb&�.i�- st-�d v 0 Z=��� Z��;�:'' 9�� 1Tmeawrgr 4; GmH i-tah 0;6-1 wm&A 1*fq� wrkI cl 0 a j:--7z z.. WFj5-40 xi D5.5 f2 1 107 71 05.3 .a X1 C-5.5 0 WFJS-38 0 IPERMIT T A )Xlo 5 a 0 1/ 1'15 a 1 0 WF06-36 X1 05.6 Li���06-9 : WF#6-35 ii A-B 5 50*-SHEETFLOW WFS-24 SLOPE=0.60% MW15 w"I"33 to WFOG-32 X1 05-7 wl 05.3 XIT 0S.7 Cl)--j A IJ X1 D5.7 APpRO)r us WF#6-31 C) X105,2 LLJ A-B EvvS-1 1 irr 00 I I = In URIED 273,T78 SF f D.. L) — TnuII, lqr p,389SKALLOW FLOW U-1 rj)LLI c) LU SLOPE 0.33% Tc=19.2 MIN >- y LQ< z:ATI CN 67 0 WFJS-29 LLJ SD 1 EA FIB-28 <or Lu DMH 5 Z6 WF#6-27 ;Rg:-;l 04.431\1 WF#-.25 C)> > C EL 2 >C)C) ff=0 XF LIJ Qa X105.7 05 WF#6-23 LLI < 4 U - ��- <C:)= c 0 3-1 F 9 VIII C�D n m' 131'SHALLOW FLOW w 7 f / L 0 \WF#2-22, Lu NF-#1-7 wu�-S w SLOPE 0.26% X104 5 WF#6-20 W;#2-20, el 4p WF#I-ID I r f le�>) <Z WF02-1 9 D-E L- IFF. YI W:lk2 3O'.5HALLOW FLOW D SLOPE=14.6% 7. 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NORTH Pw� 2_1 1,we—N, L North Andover,MA _.diOGA �,73 A MENEM= k �,A_4 Sim:SW x 46V E Spadrc 10.0,x 1mw 3M LEDGEWOOD PLACE BUffE 300 ROCKLAND,W-A 0237D -ade L- HeIght 30 above v p7aL33&3485 F 7MT-13&8467 www.Q8wC4wq -—------- n Baltir-mm Odando Kwgwd BedfuTd Ow VIA EntkeGrld. _'_------ - '--'_...I SmAmign NOW OZA 11_�\1\111 Z' ;0, Z_ Q Nh1x1mwm 41 ga mir�-0 -k- 4t oe 4- UG Jadp=t pts):2622 LOD Nixafftfntr 260 PERMIT S APPffed OrWftm A of Luwjrjdfec 21 TOW Load:2&96kW D u)__1 C) co uj u J c::f 0 c-> 0 R N N12 m��< JA Ljj;�2: W2 -T- Lr_ cr,C)LIJ CO Lu ui qqm >L) -A ,A�,_-g\ , , ', 6J-0uL_j 04 WFIA4 awn !V0 m W�fimn LL_ ILA A*�2&143 tf,%X W- M Rom& _01 A\W_ gq7- ,t- ts 419. 5-t-mmiln w_wWvm""#4 C I ,- I At U,44,4', #A 1A *yU4 0 Not 'Juml Wa 7�:: 0 4 0 V amawas LLJ ICU* ti�" rye o o f-W-ma, M 0 4 L It=#W If2 w, I! k Am- i:113awl" all x WN 4 SRI;i�_W_IMMS-MMIn ZAT r Z -4,1*," -�,,,\ gg 4 iES a _0-1 "MRWOR IM-1 Ilift-4 WUJA JA a M a" Raw ENWOM-0 M-W 77MM-0 �F_A� pg 11,1�0=75- mw _7?t V SWAM rala, 0- Na DATf DE_5CRFnM4 Wf FROJECTUM 719W IR'!r vF DESICREI)BY RVI MWNBY ROT &I as ILI &I wr*Fti CRECKE BY ]TRIPS MINOR !Y�n as of a .0 ILI M1, n_ �,kr A-A 12ATE DRAWROSCALE r.4q mm—, GRAPWMALE 4 #eV _W W mf WFTTM-E J 'A TRACK LIGHTING NOTES. W ILLUMINATION A i. INE aASSOF CMGN FOR ATHLETM UG4MUGCOUPONEN IS IS B&SED UPMA PRODUCTRYMMODSPORTSUGM04C EPTABLEMARLIFACTURERS SUMMARY 071iER ACCE UAYWE CMSDMW BY THE DIMMAS LONGAS FROD=D0CUMEWAnoN iS PRNDED FOR REMSV AWAPPRWAL BY OWNERJE10WEERASOR EWAL THE pate R A�%AFZMVENDDRtSREOUMEDISMLAREOTOSUOtiff JOBSPECiFICSMP GRADE ANOVEGN DE DRAWNGS FORAPPROVAL IF REOURIED PER STATEADCALREGUtAmoNs,VENDOR DRAWINGRa QTY LOCA110N SIZE EUVAT)ON LEVEL LUMINAM T_YFF_ %41 If ruix '7" SKMIPROVIOZ-STRLICTUALCALCLtAlIONSWHICHARESICNMANDSE4108YA GRID GRIDS ZV,� 4�N�, R__a UCEXSED PROFMONAL ENGWWL NG FAMICAT04 OR MITAILAMN SKA11 4 S9_S12 Sol so, TLC-LED-1200 2 2 0 0011WENICE UNIIL SHOP ORAMWS ARE FULLY APPRDVM - 80, TLC-LED-900 5 5 0 2. TNSE)EUGNtSPRELJM[KkW.FKALDESGNMAYVARYDEPEN'DINGO'41JG�nI NG Isi =4 Totals 1 28 1 28 0 WMIACTURERAVI)MAL DEW OF 2_ 2 3 4 6_ Im ME- NORTH 7W -Aru- m art" P611 44 North Andover High School Fields 4eaLE QTV tuWft"E TmypE QTf/pm QW Jr 7W I - — North Andover,MA Ar-ao-900 3 3 0 -22.v TLC-W-S75 1 0 1 1 113 7V 7(r nC-LED-1200 A 4 0 70' TLC-110-900 KWm 0"W rAdde Zero Gr-W Ord FW.." lsy TLC-$T-S71 yje�w x U40, 300 LEDGEWWO PIACE SUITE 300 E 1 64 7cr I 7w TI.C-LED42001 4 4 �20ff x 20ff RWKLAND.MA 0"70 70' TLC-LED-900 1 0 .1W ro 00 P 7 0 L 31&M ES F 13 1-U L8 4 67��q 15.5, Hethe-3.0'abom gride TIC-11T475 3 1 3 0 00340f,"&-Sam 04W40 mv�afawd Totals 22 22 a % Zz I At 90' 90, TICALO-900 2 2 �60 go 00 sn no 32' TIC-ST-57-5 I 1 0 ae 46 a*au I Endre Gdd T�b&f"V re dft-�r mm av=kr foam 1 :W"k-14--63 I A2 Off 90' 3 0 4i, SCMAVVAVK-IL" ow Ttc-LM900 1 2 a eq-to as Madmim-79 TLC-BT-575 1 2 a -W-0 4 a a af-'pt 2 CLI Mk*num,-0 at qW ow TLC-JEE�-1100 -T—2 5 ,"Effl- 11C-LED-900 1 3 a 15.7 nc-arsis 2 2 1 82 IW I TLC-U-0-12W 4 4 0 'it'i4o o a az�v -77F7771777M W*A UG(Adj"m pt%)�2&Ss low TKArb-19m a 0 00 k'a Q'I Im J aj:047 1551 1938 —34 0— 22--4�-bm.UA;and v, ------ jPERM1T§EJTj 7w Amh*d CWR:v1W--llr-W.G 10, go tk�fl --Wa W goo 1200 W of WOW*=I" 1 5 5 0 "M 15L 6ol" 0 ft &- L nC-h7-S7S 1 2 a W, --&,,i ToWtood.---l-36,66 kW -------------------- 111- - ,, I C2 ARK"7, 1 1 1 70, TLGLLD-1200 6 6 0 4 C-��g nC-fiT-S75 TmAh 06%�uu 0'�T IL xt- 04 a 4 t um Do Ix 03, TO 06*.*!,*a it 9 34 &1 go 111 44�,-j C:) 010 ii a ilLf"WA;-f T-77-71 Utz Lij Kz- 1044 en ab;* 1*6 -t'a 77!It A P�l tn A ff --S, LU co k WCOLUL 44 am m C-D "Ca 5z 6 D 0-z 142 a C1 C:) Ei< uj WINDOW La 04&�Jj�-as fit 0 iii;z t g-, Vft- P - '-A* ""y EIC)CDL a UA�,- M, U A C)<(=)I: i CLIMAX AT UP, F- aim 0-2 op Ckl at I's t V-,a I&L--12' TrTu- 401 A.I.?- ai, �p, (ILI arl POO ILI A 49 ?4- Z"Wi, M 3�4 1 kL IN A -4 ma DATE OESCRIPTIMIJ ay &a -n m WWI Tz I %Z=— J-- U12 OLT�\01 43 qvt�,&W L OES01DW ROT 90-1 14 M 4 DRAWN Tf WE- q % MIN �Nm R AA, DATE -A mm '14 U ORAWKaSrALE I'-fiul 3 n 40 MAC Ax Mwyz ou CCAILI 02 -tIj: mW igmy A Pak QW U-<AtO�N QUM SIZE LumWAIRE T"f QTY/POLE ar9mm, --- � PRELIMINARY ATHLETIC LIGHT POLE SECTION 97 W-IIA, BASEBALL AND I SI 7& -r-7fff- 770 29 TADIUM FIELD 3 0 S NOTES- ns nc-wr-Ws 2 2 0 as BA 43 al&I so#VjW 2 nCAMIZOO 42o,43 47� 76Z 4 4 0 ILLUMINATION L THE RASIS OF DE-qGN FOR ATHLETIC U�Gff"NG COWONTM tS BASM UPON A FROOUCTSY MUSCO SPORTS -- ----- 7r,,w TLC-LM900 Aa\"�4-5-,\,Ow,AwLi-,*Ll',01--IIA-OA-43'UjW akez 0-1 IL'mi,kl'At-ki"LO,9,1-ILI 4.1�04 up cx�za om do�i- SUMMARY -0-1200 - UGHTinG.OTHER ACCEPTABLE LLANUFACTURERS MAY 09 CONSIDERM BY T14E MNER AS LONG AS PROOLr-T A nCLE 3 3 0 79& 1 - DOCtJ"XTMtSPb'OVDMFCRRt-MBYANDAPPROVALSYC%WMDr-NMASOREMJALTMAMMOM 3 3 6-1 QL1 0 1;,CC- -9 63 V9MGR IS P--=RW IS REWIM TO,SUSQT JC-3 WE=SW OPAW�CA FOR APPROVAL IF RMVW PM 'TIC-RT-SIS 2 2 24S 919 V oo' nc-LED-1200 a BY A W*NSM PROFESS ONAL ENGWEEFL NO FABRICADW OR WSTALLATION SPALL COWENCE UNML SHOP so DRAWGRa TLC-LEO-9m 7 2 0 DRAWINGSAREFLUYAPPROVEM -aT 3 3 1 0 TLC _S75 2 S7." Fz` I - — aw nr- 4 4 - 2- TKS DE-WA tS FREL I K KARY�FINA DES MAY VARY DO-1-1 MI.M-3 ON=WID4 UAMUWAC-t U R OR 00 AW1 W 6 0 IS2 ISIS, TLCAT-S75 0 "o-IF Totab 1 76 76 1 0 r-A&W 2 OF 2 Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix L — Additional Information (IPAC Consultation) See Next Page. EPA SWPPP Template,Version 1.1, September 17, 2007 _f v Resources Endo-maeredspecies ENDANGERED SPECIES 3 Lisped species and the _t cal h b 4- i `� U.S. , BALD&GOLDEN EAGLES 1 and Wildlife Servire( -SRNs)and h fisheries vis o re N Oceanic and Arno rIsh = : e S'P i s la critical b�a- ;ender �' so . s i<<ty of NOAAsh _n are not shownhis lic, FACILITIES Please contact NOAA Fisheries 4 r species under the-r n 'tion.. WETLANDS A .ion - PRINT RESOURCE LISTr ..THUMBNAILS LIST What' next? DefineMammals I at this iocalion toevaluatee`en a pacts. get � ,' _st n make species deter _ears, Northem •:$ I needs Critical habitats of i effect's to cribcal habitats �i this location must be analy7ed along the endangered species themselves, There are no critical habitats at this location.. You are still required to determine if your project(s)may have sleds on all above listed species. What does lPaC use to generate the list of endangered species potentially occurring-in my specifiedlocation? these lists represent all species to be considered at this location? It this resource Ilse Is empty,do l still reed to coordinate with the U rW What is are'official species list'and why would I need one? 4 cases _=p- it tf-US ROE Contact Us D s;air er Resources ro ri Mild & Golden EacTles ENDANGERED SPECIES 3 V Bald and Golden Eagles are protected tunder the BaW and Golden PEL,-�-ED U%`KS 41 to BALE)1k 130LI)EN EAGLES 1 Eage Prowchon Pat and the hAigrataq EhrdTreapjPKt(lV1BTA) Eaghe Uanagevmmeant Any person or organization who plans or conducts activities that may MIGRATORY BIRDS 15 1 "FISIT es for awAdhq aurmid result in impacts to Bald or Golden Eagles,or their habitats,should FACILITIES foillow appropriate regulations and consider implemeraing ponirmong umQa&s to Wds appropriate avoidance and minimization measures,as described in Nationwide avoidance 1-1,4 WETLANDS the various links on this page, Wrimization measures for birds 44 PRINT RESOURCE LOST There are Bald Eagles and/or Golden Eagles in YOU[1,1211 area, Measures for ProaCt&Elly Minimizing Eagle Impacts For inti-ormation on how to best avoid and minimize disturbance to neang bald eagles,please review the What's next? National Bald Eagle t0anagement Guidelines.You may employ the UnAng and activity-specific distarme Define a project.at Mus!location recommendations in this document when designing yc ur projectlactivity to avoid and minimize eagle impacts.For bald eagle inOrmation sped1c to Alaska.please refer to Bald Eagle lNesting and Sensitivity to evaluate potential impauts, to Human Actnatty. get an official spedes jist,and make species determinations. TheRWS does not cument"have guidehnes for avoiding and minimizing disturbance to nesting Golden Eafev Fbr slospecific recommendations regarding nesting Golden Eagles,please consult with the appropriate Regoonal Kgrato-Bird Office or Ecological Services Field Offile. if rdistu-bance or take cd ea0es canrat be avoided,an incidental take Rer-k may be availlable to authorize any take that results from,but is not the purpose of,an otherwise!a,.-,fufl activivy.For assistance making this deterryination for Bald Eagle5,visit the Do 1 Need A Permit Too!,For assistance making this determination for golden eagles,please consult with the appropriate Regional KgrAtopi ENd(05ye or-Ecolo-e-Val Service- Field Offica. Ensure Your Eagle List is Accurate and Complete If your rwcqecat area is in a poorly surveyed area in 100 your list may not be complete and you may need to rely on other resources to determine what SpElies rmay be present le.g-your local RAIS field office,state surveys,your own surveys),Please reVew the Sjpqlenmental information on Mi raton--Birds and E les to help you properly interpret the report Aw)our spedfied jocabon,induding determining if there is sufficient data to ensure your fist is accurate, For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to balld or golden eagles on your list,see the"Probab-I'my of Presence Surnmary"below to see when these bald or golden eagles are most likely to be present and breeding in your project area. Review the FAQs The FAQs below provide important additional information and resources. =THUMBNAILS SE LIST t PROBABILITY OF PRESENCE SUMMARY Bald&Golden Eagles FAQs > What does[Pac use to generae the rmtental presence of bald and golden eagles in rny specMed locabon? > Hovv do I know if eqoes are WHO&winterin&or migrating in my area? EW'S PCOCES ECOS Horne At-out thf US FWS ditlY comaft LIS FIT-inscIF412 LIS XaZLE9!iz� _Ag2y FOIA IDN yscda lot re WaC Informationf6r Planning and Consultaflon U.S.Fish&Wildlife.Servite MYFROJECTS H 1POILITO AGOI LERA Resources Wgratory L)Irds ENDANGERED SPECIES 3 The Migratory ffird Treaty Act(MBTA) prohibits the take(indli-6rig BALD&GOLDEN EAGLES 1 k0ling,captur�ng,sehing,trachrig,and transport)of protected Bjird5,of Cons'ervation Concern migratory bird s�pecies with,MJt pr�or aUffioi1zation by the Department (M:) MIGRATORY BIRDS 111 5 of Interior IU.S.1'rsh and MdWe Service(Ser0ce). MeasUres for avoiding id -aL— FACIUTIES minimizing impacts to birds WETLANDS rn�f PRINT RESOURCE LIST Measures,for Proacti�vel�y Minimizing Migratory Bird hilpacts Yor.�r WaC Migratcjry Bird list�,;�Ihowcases ,I _Lcqaggy 1,iriciuding ffi:�-djDf giar cerfj in _Lr, -yjtj -Qn ,--CaLl,- YOUl-project�OC,3610n.Thi�s is not a comprehensrve list of all bird5 found in YOUr project arrea,However,you What's next? can hc4p proactively miniiinize sigrfficant ii�-ripacts to aH b�rds at your project locafion by�rn plemeriti rig the Defire a prolect at tMs locatifin measures in the Nationwide av6dance I rninii-nization rneasuries for birds dOCUment,and,any other to evaWate poter�fial linpaicts, project-specific avoidance arid rninirnizabon rneasures sr iggested at the ink MeaSWres for av&id�ngand mir iL get a ri offil(.1,31 spelbes,hst,and L-o�vLLigjijipa��Ljjg-Lff d,�,for the birds of concern on your list Wow, Me.1kiEl speloes determinaUDns, Ensure Your Mlgratoiry Mrd List is AcCUrate and Complete If your project area�s in a poorly surveyeld area,your list rinay not be coniplete ar[d you may need to r4ly or-� other resources to determine what spec�e5 may be present(e,g.YOLff bcal l`WS field office,state surveyF,, YOUt'Own'Urveys).Please i eview the 5uprpternental�rjf2rj-natigg Qo M�g[ajg�y Dird5 al]djAgia5 to he�p you pric�pieirly interpret the report for yolur specified IOCatiOln,k1dUding deter,Irnin�ng if therp is SUff ident data to ensure yot,ir hst is acc�.a ate. FffgUidanice an when to schedUle actiOties or implerrient avoidance and m�Nrnizadon measures to rerkXf? irnpacts to m�gratcry birds on your hst,see the"Probability c)r Pre,,orice Summary"below to�see when tf'�e�se birds are MOSt likely to be,present arid breeding in yow project a�ea. Review the F'AQs The FAQs below provilde jimportant addidOina�information and reSOUrces, 11 THUMBNAILS 'M L ST l�t PROBA13111LITY O,F PRESENCE SUMMARY Black-billed Cuckoo coavus erythropthaInws MIMI Wit Bobolink artaiii a ar er Jimmin, W1 Doll'M)nyx Oryzlvorus cardellina cariademm'S Lesser Yell I ow1l egs Pectoral Sandpiper Prairie Warbler Tringa flwipE-T!-, Calfildris melianotus setophaga diskollbir Rusty Blaickbird Starlet Tanager Serrilpalmated Sandpiper ELO*s4oro1inius PirarI olivacea Calidris pusillia Short-blifliedl Dowitcher Wiflet Limnodrorrius griseus Onga sgItnipalirnata .............................................................................................................................................................................................. .............................................................................. Wgratory Bird FAQs > Tell ine Nnore about avoidance and,iniriftzation measures�can imptervient to avoki or rnininlize irripacts to migratory birds. What does WaC use to generate the lis,t of rn�gratory birds that potentiallly OCCUrirl iny specified location? > Why are subspecles ShOWif1g Lij)oil riny Bit? > What does WaC use to generate the probabMty of presence graphs for the rnigratory birds potenlially occurring,i,n rny specified location? > How do�know if a bird is breedir%wintering,or migrating in my area? > What aire the levels of concern for aiigratory birds? > Dietads about birds that are potentially affecled by offshore projects, > Proper in(erpretation and use of your rnigratory bird report &041 E26 Keso u rces Facilities ENDANGERED SPECIES 3 BALD&GOLDEN EAGLES 1 National Wildlife Refuge lands MIGRATORY BIRDS 15 r Anv activity proposed on lands managed by the Nadonal Wil'fife Refugg system must undergo a I OMD3-tib-tv Da� -onducted bv the Refuge-Hease contact theindiv-dual Refuges to discuss fl] -Lerminartion, c L FACILITIES s -'- I any que-stions or concerns. WETLANDS There are no refucye land-s at this location. *4 PRINT RESOURCE LIST What's next.? Fish hatcheries Define a projea at-Lhi--locd�--bon to evauaie potential impacis, There are no fish hatcheries at this location, get an offficlai s pedes list and make spede-S determinations- mi."V RNMR.".IF.% ROOS Home Accessib Llity About the US FWS Comma Us PL!vac� NL----ces F01A Keso u rces ENDANGERED SPECIES 3 Wetlands in the- National Wetic-inds Inventory (NWI) i T L thee impacts to NWI wetlands and other aquat c habitats mav-he subiect to regulation under Sect on 404 of Les BALD&GOLDEN EAGLES 1 Clean Water Act,or offier State/Federal statul For more informcation rollease contact the Regulatory Proarcam of the local U.S.Army MIGRATORY BIRDS 15 -Corps offEngineers District. FACILITIES WETLANDS This location did not intersect cainy wetlands mapped by NWL PRINT RESOURCE LIST NOTE:This initial screening doeS not rapja� -n on-zft�delineation to determ n'whether wetlands occur, ue 0 Le Additional informa.-gon on the NW11 datc-is provided below. What's next? > Data limitations I -> Data exclusions Define a p ojea at this locd�tion to evauaie potential impacis, Data precautions get an offfic-1-al s pedes fist and make spede-S determinations- U, ROOS Home Accessib Llity About the US FWS Comma Us PLIV'ac� N!Lgtces F01A Stormwater Pollution Prevention Plan(SWPPP) NORTH ANDOVER HIGH SCHOOL ATHLETIC CAMPUS IMPROVEMENTS PROJECT NORTH ANDOVER,MA Appendix L — Additional Information (Soil Report) See Next Page. EPA SWPPP Template, Version 1.1, September 17, 2007 USDA United States A product of the National Custom Soil Resource Department of Cooperative Soil Survey, Agriculture a joint effort of the United Report for States Department of CS Agriculture and other Essex Count Federal agencies, State Y, Natural agencies including the Resources Agricultural Experiment Massachusetts, Conservation Stations, and local Service participants Northern Part Norh Andover High School Athletic Campus Improvements �1111111111. ........... 0 120130 July 9, 2025 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/)and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs)or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detaiI/soiIs/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at(202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or(202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 HowSoil Surveys Are Made..................................................................................5 SoilMap.................................................................................................................. 8 SoilMap................................................................................................................9 Legend................................................................................................................10 MapUnit Legend................................................................................................ 11 MapUnit Descriptions.........................................................................................11 Essex County, Massachusetts, Northern Part................................................ 13 6A—Scarboro mucky fine sandy loam, 0 to 3 percent slopes.....................13 30A—Raynham silt loam, 0 to 3 percent slopes......................................... 14 32A—Wareham loamy sand, 0 to 3 percent slopes.................................... 15 256A—Deerfield loamy fine sand, 0 to 3 percent slopes............................ 17 305B—Paxton fine sandy loam, 3 to 8 percent slopes................................18 31 013—Woodbridge fine sandy loam, 3 to 8 percent slopes....................... 20 40513—Charlton fine sandy loam, 3 to 8 percent slopes.............................21 651—Udorthents, smoothed....................................................................... 23 References............................................................................................................25 4 How So'll Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). IVILRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more IVILRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 6 Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 7 So'll Map I The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 Custom Soil Resource Report Soil Map 0 0 326400 326500 326600 326700 326800 326900 327000 420 42'17"N 0 420 42'17"N C) 420 41'46"N 420 41'46"N 326300 326400 326500 326600 326700 326800 326900 327000 Map Scale:1:4,630 if pdnted on A portrait(8.5"x 11")sheet. ZD 0 0 I Neters N 0 50 inn 200 300 0 200 400 800 ir Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:UTM Zone 19N WGS84 9 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(A011) laeg Spoil Area The soil surveys that comprise your A01 were mapped at ..................................I 1:15 800. Area of Interest(AOI) Stony Spot Soils Very Stony Spot Soil Map Unit Polygons Warning:Soil Map may not be valid at this scale. F" Soil Map Unit Lines Wet Spot Enlargement of maps beyond the scale of mapping can cause Other E3 Soil Map Unit Points misunderstanding of the detail of mapping and accuracy of soil W- Special Line Features line placement.The maps do not show the small areas of Special Point Features contrasting soils that could have been shown at a more detailed Blowout Water Features scale. Streams and Canals Borrow Pit Transportation Please rely on the bar scale on each map sheet for map Clay Spot Rails measurements. A Closed Depression Interstate Highways Source of Map: Natural Resources Conservation Service Gravel Pit US Routes Web Soil Survey URL Gravelly Spot Coordinate System: Web Mercator(EPSG:3857) 4 Al Major Roads Landfill LocalRoads Maps from the Web Soil Survey are based on the Web Mercator Lava Flow projection,which preserves direction and shape but distorts Background distance and area.A projection that preserves area,such as the Marsh or swamp Im Aerial Photography Albers equal-area conic projection,should be used if more Mine or Quarry accurate calculations of distance or area are required. Miscellaneous Water This product is generated from the USDA-NRCS certified data as -A, Perennial Water of the version date(s)listed below. t�o Rock Outcrop Soil Survey Area: Essex County, Massachusetts, Northern Part Saline Spot Survey Area Data: Version 20,Aug 27,2024 Sandy Spot Soil map units are labeled(as space allows)for map scales Severely Eroded Spot 1:50,000 or larger. Sinkhole Date(s)aerial images were photographed: Mar 1,2023—Sep 1, Slide or Slip 2023 Sodic Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. 10 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in A01 Percent of A01 6A Scarboro mucky fine sandy 0.1 0.2% loam,0 to 3 percent slopes 30A Raynham silt loam,0 to 3 3.0 8.1% percent slopes 32A Wareham loamy sand,0 to 3 1.8 4.8% percent slopes 256A Deerfield loamy fine sand,0 to 2.8 7.7% 3 percent slopes 305B Paxton fine sandy loam,3 to 8 4.7 12.7% percent slopes 31 OB Woodbridge fine sandy loam,3 1.2 3.2% to 8 percent slopes 405B Charlton fine sandy loam,3 to 8 10.8 29.1% percent slopes 651 Udorthents,smoothed 12.6 34.1% Totals for Area of Interest 37.0 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a 11 Custom Soil Resource Report given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource Report Essex County, Massachusetts, Northern Part 6A—Scarboro mucky fine sandy loam, 0 to 3 percent slopes Map Unit Setting National map unit symbol: 2svky Elevation: 0 to 1,320 feet Mean annual precipitation: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost-free period: 140 to 250 days Farmland classification: Not prime farmland Map Unit Composition Scarboro and similar soils: 80 percent Minor components:20 percent Estimates are based on observationsY descriptions, and transects of the mapunit. Description of Scarboro Setting Landform: Drainageways, outwash deltas, outwash terraces, depressions Landform position (two-dimensional):Toeslope Landform position (three-dimensional): Base slope, tread, dip Down-slope shape: Concave Across-slope shape: Concave Parent material: Sandy glaciofluvial deposits derived from schist and/or sandy glaciofluvial deposits derived from gneiss and/or sandy glaciofluvial deposits derived from granite Typical profile Oe -0 to 3 inches: mucky peat A -3 to 11 inches: mucky fine sandy loam Cgl - 11 to 21 inches: sand Cg2-21 to 65 inches: gravelly coarse sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class:Very poorly drained Runoff class: Negligible Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (1.42 to 14.17 in/hr) Depth to water table:About 0 to 2 inches Frequency of flooding: None Frequency of ponding: Frequent Maximum salinity.- Nonsaline (0.0 to 1.9 mmhos/cm) Available water supply, 0 to 60 inches: Low(about 4.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 5w Hydrologic Soil Group: A/D Ecologicalsite: F144AY031MA-Very Wet Outwash Hydric soil rating: Yes 13 Custom Soil Resource Report Minor Components Swansea Percent of map unit: 10 percent Landform: Bogs, swamps Landform position (three-dimensional): Dip Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes Wareham Percent of map unit: 5 percent Landform: Depressions Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes Walpole Percent of map unit: 5 percent Landform: Deltas, depressions, outwash terraces, depressions, outwash plains Landform position (two-dimensional):Toeslope Landform position (three-dimensional):Tread, talf, dip Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes 30A—Raynham silt loam, 0 to 3 percent slopes Map Unit Setting National map unit symbol: vjq9 Elevation: 50 to 500 feet Mean annual precipitation: 45 to 54 inches Mean annual air temperature: 43 to 54 degrees F Frost-free period: 145 to 240 days Farmland classification: Not prime farmland Map Unit Composition Raynham and similar soils: 75 percent Minor components:25 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Raynham Setting Landform: Depressions Landform position (two-dimensional):Toeslope Landform position (three-dimensional): Dip Down-slope shape: Concave Across-slope shape: Concave Parent material: Soft coarse-silty lacustrine deposits 14 Custom Soil Resource Report Typical profile HI -0 to 10 inches: silt loam H2- 10 to 27 inches: very fine sandy loam H3-27 to 60 inches: very fine sandy loam Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 6 to 30 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Available water supply, 0 to 60 inches: High (about 11.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D Ecologicalsite: F144AY019NH -Wet Lake Plain Hydric soil rating: Yes Minor Components Belgrade Percent of map unit: 10 percent Hydric soil rating: No Birdsall Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes Walpole variant Percent of map unit: 5 percent Landform:Terraces Hydric soil rating: Yes Amostown Percent of map unit: 5 percent Hydric soil rating: No 32A—Wareham loamy sand, 0 to 3 percent slopes Map Unit Setting National map unit symbol: vjxp Elevation: 100 to 1,000 feet Mean annual precipitation: 45 to 54 inches Mean annual air temperature: 43 to 54 degrees F 15 Custom Soil Resource Report Frost-free period: 145 to 240 days Farmland classification: Not prime farmland Map Unit Composition Wareham and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wareham Setting Landform:Terraces Landform position (two-dimensional): Toeslope Landform position (three-dimensional):Tread Down-slope shape: Concave Across-slope shape: Concave Parent material: Loose sandy glaciofluvial deposits Typical profile HI -0 to 10 inches: loamy sand H2- 10 to 17 inches: loamy sand H3- 17 to 32 inches: sand H4 -32 to 60 inches: stratified sand to fine sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Capacity of the most limiting layer to transmit water(Ksat): High to very high (6.00 to 20.00 in/hr) Depth to water table:About 4 to 18 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Low(about 4.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Ecologicalsite: F144AY028MA-Wet Outwash Hydric soil rating: Yes Minor Components Scarboro Percent of map unit: 15 percent Landform:Terraces Hydric soil rating: Yes 16 Custom Soil Resource Report 256A—Deerfield loamy fine sand, 0 to 3 percent slopes Map Unit Setting National map unit symbol: 2xfg8 Elevation: 0 to 1,100 feet Mean annual precipitation: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost-free period: 145 to 240 days Farmland classification: Farmland of statewide importance Map Unit Composition Deerfield and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Deerfield Setting Landform: Outwash terraces, outwash deltas, outwash plains, kame terraces Landform position (three-dimensional):Tread Down-slope shape: Concave, convex, linear Across-slope shape: Convex, linear, concave Parent material: Sandy outwash derived from granite, gneiss, and/or quartzite Typical profile Ap - 0 to 9 inches: loamy fine sand Bw- 9 to 25 inches: loamy fine sand BC- 25 to 33 inches: fine sand Cg-33 to 60 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: Negligible Capacity of the most limiting layer to transmit water(Ksat): Moderately high to very high (1.42 to 99.90 in/hr) Depth to water table:About 15 to 37 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline (0.0 to 1.9 mmhos/cm) Sodium adsorption ratio., maximum: 11.0 Available water supply, 0 to 60 inches: Moderate (about 6.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2w Hydrologic Soil Group: A Ecological site: F144AY027MA- Moist Sandy Outwash Hydric soil rating: No 17 Custom Soil Resource Report Minor Components Windsor Percent of map unit: 7 percent Landform: Outwash terraces, kame terraces, outwash deltas, outwash plains Landform position (three-dimensional):Tread Down-slope shape: Concave, convex, linear Across-slope shape: Convex, linear, concave Hydric soil rating: No Wareham Percent of map unit: 5 percent Landform: Drainageways, depressions Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes Sudbury Percent of map unit:2 percent Landform: Outwash plains, kame terraces, outwash deltas, outwash terraces Landform position (three-dimensional):Tread Down-slope shape: Concave, convex, linear Across-slope shape: Convex, linear, concave Hydric soil rating: No Ninigret Percent of map unit: 1 percent Landform: Kame terraces, outwash plains, outwash terraces Landform position (three-dimensional):Tread Down-slope shape: Convex, linear Across-slope shape: Convex, concave Hydric soil rating: No 305B—Paxton fine sandy loam, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 2t2q p Elevation: 0 to 1,570 feet Mean annual precipitation: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost-free period: 140 to 240 days Farmland classffication: All areas are prime farmland Map Unit Composition Paxton and similar soils: 80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. 18 Custom Soil Resource Report Description of Paxton Setting Landform: Ground moraines, drumlins, hills Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Nose slope, crest, side slope Down-slope shape: Convex, linear Across-slope shape: Convex Parent material: Coarse-loamy lodgment till derived from gneiss, granite, and/or schist Typical profile Ap -0 to 8 inches: fine sandy loam Bwl - 8 to 15 inches: fine sandy loam Bw2- 15 to 26 inches: fine sandy loam Cd-26 to 65 inches: gravelly fine sandy loam Properties and qualities Slope: 3 to 8 percent Depth to restrictive feature: 18 to 39 inches to densic material Drainage class:Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water(Ksat):Very low to moderately low (0.00 to 0.14 in/hr) Depth to water table:About 18 to 37 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline (0.0 to 1.9 mmhos/cm) Available water supply, 0 to 60 inches: Low(about 3.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2s Hydrologic Soil Group: C Ecological site: F144AY007CT-Well Drained Dense Till Uplands Hydric soil rating: No Minor Components Woodbridge Percent of map unit: 9 percent Landform: Ground moraines, drumlins, hills Landform position (two-dimensional): Summit, backslope, footslope Landform position (three-dimensional): Side slope Down-slope shape: Concave Across-slope shape: Linear Hydric soil rating: No Ridgebury Percent of map unit: 6 percent Landform: Depressions, ground moraines, hills, drainageways Landform position (two-dimensional): Toeslope, backslope, footslope Landform position (three-dimensional): Base slope, head slope, dip Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes 19 Custom Soil Resource Report Chariton Percent of map unit: 5 percent Landform: Hills Down-slope shape: Linear Across-slope shape: Linear Hydric soil rating: No 31OB—Woodbridge fine sandy loam, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 2t2ql Elevation: 0 to 1,470 feet Mean annual precipitation: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost-free period: 140 to 240 days Farmland classification: All areas are prime farmland Map Unit Composition Woodbridge, fine sandy loam, and similar soils: 82 percent Minor components: 18 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Woodbridge, Fine Sandy Loam Setting Landform: Ground moraines, drumlins, hills Landform position (two-dimensional): Summit, backslope, footslope Landform position (three-dimensional): Side slope Down-slope shape: Concave Across-slope shape: Linear Parent material: Coarse-loamy lodgment till derived from gneiss, granite, and/or schist Typical profile Ap - 0 to 7 inches: fine sandy loam Bwl - 7 to 18 inches: fine sandy loam Bw2- 18 to 30 inches: fine sandy loam Cd-30 to 65 inches: gravelly fine sandy loam Properties and qualities Slope: 3 to 8 percent Depth to restrictive feature:20 to 39 inches to densic material Drainage class: Moderately well drained Runoff class: Medium Capacity of the most limiting layer to transmit water(Ksat):Very low to moderately low (0.00 to 0.14 in/hr) Depth to water table:About 18 to 30 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline (0.0 to 1.9 mmhos/cm) 20 Custom Soil Resource Report Available water supply, 0 to 60 inches: Low(about 3.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2w Hydrologic Soil Group: C/D Ecological site: F144AY037MA- Moist Dense Till Uplands Hydric soil rating: No Minor Components Paxton Percent of map unit: 10 percent Landform: Drumlins, ground moraines, hills Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Nose slope, side slope, crest Down-slope shape: Convex, linear Across-slope shape: Convex Hydric soil rating: No Ridgebury Percent of map unit: 8 percent Landform: Depressions, ground moraines, hills, drainageways Landform position (two-dimensional):Toeslope, backslope, footslope Landform position (three-dimensional): Base slope, head slope, dip Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes 40513—Charlton fine sandy loam, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 2whOn Elevation: 0 to 1,440 feet Mean annual precipitation: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost-free period: 140 to 240 days Farmland classification: All areas are prime farmland Map Unit Composition Charlton and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Charlton Setting Landform: Ridges, ground moraines, hills Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Nose slope, side slope, crest Down-slope shape: Convex, linear 21 Custom Soil Resource Report Across-slope shape: Convex Parent material: Coarse-loamy melt-out till derived from granite, gneiss, and/or schist Typical profile Ap -0 to 7 inches: fine sandy loam Bw- 7 to 22 inches: gravelly fine sandy loam C-22 to 65 inches: gravelly fine sandy loam Properties and qualities Slope: 3 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class:Well drained Runoff class: Low Capacity of the most limiting layer to transmit water(Ksat): Moderately low to high (0.14 to 14.17 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity: Nonsaline (0-0 to 1.9 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 6.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: B Ecological site: F144AY034CT-Well Drained Till Uplands Hydric soil rating: No Minor Components Sutton Percent of map unit: 8 percent Landform: Hills, ground moraines Landform position (two-dimensional): Footslope Landform position (three-dimensional): Base slope Down-slope shape: Concave Across-slope shape: Linear Hydric soil rating: No Paxton Percent of map unit: 5 percent Landform: Ground moraines, hills, drumlins Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Side slope, crest Down-slope shape: Convex, linear Across-slope shape: Convex Hydric soil rating: No Leicester Percent of map unit: 1 percent Landform: Depressions, drainageways Down-slope shape: Linear Across-slope shape: Concave Hydric soil rating: Yes Chatfield Percent of map unit: 1 percent 22 Custom Soil Resource Report Landform: Ridges, hills Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Nose slope, side slope, crest Down-slope shape: Convex Across-slope shape: Linear, convex Hydric soil rating: No 651—Udorthents, smoothed Map Unit Setting National map unit symbol: vjwk Elevation: 0 to 3,000 feet Mean annual precipitation: 45 to 54 inches Mean annual air temperature: 43 to 54 degrees F Frost-free period: 145 to 240 days Farmland classification: Not prime farmland Map Unit Composition Udorthents and similar soils: 80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Udorthents Setting Parent material: Excavated and filled land loamy and/or excavated and filled land sandy and gravelly Typical profile HI -0 to 6 inches: variable H2- 6 to 60 inches: variable Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Capacity of the most limiting layer to transmit water(Ksat): Moderately low to very high (0.06 to 20.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Hydric soil rating: Unranked Minor Components Urbaniand Percent of map unit: 10 percent 23 Custom Soil Resource Report Hydric soil rating: Unranked Beaches Percent of map unit:8 percent Hydric soil rating: Unranked Dumps Percent of map unit:2 percent Hydric soil rating: Unranked 24 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcsl42p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:H www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcsl42p2—O53577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcsl42p2—O53580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detaiI/soiIs/ home/?cid=nrcsl42p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1 043084 25 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcsl42p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detaiI/national/soiIs/? cid=nrcsl42p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl42p2—O52290.pdf 26