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Letter of Approval – GRAD 25-06 – Boones Crossing Park Page 1 of 2 March June 5, 2025 Jesse Cuomo Community Services Director 270 Montgomery St Woodburn, OR 97071 RE: Approval of Grading Permit GRAD 25-06 “Boones Crossing Park” for 1451 Iris St. (Tax Lot 051W18C001406) Dear Mr. Cuomo: Staff approves the Grading Permit, subject to the conditions of approval outlined in this letter. Summary of Review: This site is subject to the development standards of the Woodburn Development Ordinance (WDO). The applicant is requesting to perform grading work in preparation for a park and playground with site landscaping and parking improvements. Pursuant to WDO 4.01.02, the Director shall render all Type I land use decisions. The Director’s decision is the final decision of the City on a Type I application and cannot be appealed by any party through the City land use appeals process. Planning Conditions of Approval: 1. Conformance with Approved Plans: All site work shall be in substantial conformance with the approved grading plans. 2. DEQ: All development activity shall be in accordance with the approved Department of Environmental Quality (DEQ) 1200-C permit. The applicant shall provide to the City any modifications to the DEQ permit. 3. Other agencies: The applicant is responsible for obtaining permits from Marion County, US Army Corps of Engineers (USACE), Oregon Department of State Lands (DSL), Oregon Department of Transportation (ODOT), and other agencies which might require approval or permit. ---PAGE BREAK--- Letter of Approval – GRAD 25-06 – Boones Crossing Park Page 2 of 2 4. ROW: All work within City rights-of-way or easements within City jurisdiction shall require plan approval and permit issuance from the Public Works Department. Public Works Conditions of Approval: 5. The applicant shall comply with the submitted grading and erosion control plans, including measures to keep the ROW clean, to protect existing catch basins around the work area, and maintain dust control measures. All catch basins around the work area shall be clean of debris and soils at all times. 6. The applicant shall continuously maintain adequate protection of all work from damage and protect the public and private property of others from injury or loss arising in connection with the work. 7. The applicant shall comply with City of Woodburn Planning Department requirements through Woodburn Development Ordinance (WDO) 5.01.04 Grading Permit. 8. Prior to starting work, contact the identified DEQ site inspector for inspection of erosion control within the public ROW. 9. The applicant shall leave ROW in clean condition, free from litter and debris, at the end of each workday, or more frequently if directed by the site inspector. 10. Sidewalk and street closures are not allowed under this permit. 11. Prior to starting work, silt fencing shall be installed around the entire perimeter of the work area. Applicant shall comply with all requirements and conditions set on their 1200C permit. Final decision approved by designee: Heidi Hinshaw June 5, 2025 Associate Planner Attachment: Approved Grading & Erosion Control Plans cc: Max Rosenthal, Engineering Technician II, [EMAIL REDACTED] Pete Gauthier, Project Engineer, City of Woodburn, [EMAIL REDACTED] David Dougherty, Principal, Dougherty Landscape Architects, [EMAIL REDACTED] Luzanne Smith, Landscape Architect, Dougherty Landscape Architects, [EMAIL REDACTED] Chris Kerr, Community Development Director, [EMAIL REDACTED] Dago Garcia, PE, City Engineer, [EMAIL REDACTED] Melissa Gitt, Building Official, [EMAIL REDACTED] ---PAGE BREAK--- City of Woodburn Community Development Department 270 Montgomery Street Woodburn, OR 97071 Phone: [PHONE REDACTED] Email: [EMAIL REDACTED] City of Woodburn Uniform Application – Revised September 2023 Page 1 of 2 OFFICE USE ONLY File Number(s): Uniform Application Project Name: Address(es): Tax Lot Applicant Name: Title: Phone: Firm: Mailing Address: Email: Applicant’s Representative/Project Manager Name: Title: Phone: Firm: Mailing Address: Email: Landowner Name: Title: Phone: Firm: Mailing Address: Email: Architect Name: Title: Phone: Firm: Mailing Address: Email: Civil Engineer Name: Title: Phone: Firm: Mailing Address: Email: Landscape Architect Name: Title: Phone: Firm: Mailing Address: Email: Visit the City of Woodburn Planning webpage for the most current forms and applications. GRAD 25-06 #971-25-000064-PLNG Boones Crossing Park n/a 051W18C001406 Jesse Cuomo Community Services Director [PHONE REDACTED] City of Woodburn 270 Montgomery St, Woodburn, OR 97071 [EMAIL REDACTED] Pete Gauthier Project Engineer [PHONE REDACTED] City of Woodburn 190 Garfield St, Woodburn, OR 97071 [EMAIL REDACTED] City of Woodburn n/a n/a City of Woodburn 270 Montgomery St, Woodburn, OR 97071 n/a David Dougherty Principal [PHONE REDACTED] Dougherty Landscape Architects 474 Willamette St Suite 305, Eugene, OR 97401 [EMAIL REDACTED] n/a Luzanne Smith Landscape Architect [PHONE REDACTED] Dougherty Landscape Architects 474 Willamette St Suite 305, Eugene, OR 97401 [EMAIL REDACTED] ---PAGE BREAK--- City of Woodburn Uniform Application – Revised September 2023 Page 2 of 2 Requested Review(s): □Annexation □Comprehensive Plan Amendment □Conditional Use Permit □Design Review □Type I □Type II □Type III □Grading Permit □Partition or Subdivision, Preliminary □Other: □Partition or Subdivision, Final □Phasing Plan □Property Line Adjustment / Consolidation of Lots □Planned Unit Development (PUD), Preliminary □PUD, Final □RCWOD Permit □Significant Tree Removal Permit □Street Adjustment (formally EXCP) □Variance □Zoning Adjustment □Zoning Map Change Certification: I hereby declare that as applicant or landowner, I have read the foregoing application and know the contents of the application to be true. If applying on behalf of a corporation, Manager certifies that Manager has full power and authority (corporate or otherwise) to enter into this Agreement and to consummate the transactions contemplated by it. This Agreement has been duly authorized by all necessary action on the part of Manager and no other corporate or other action on the part of Manager is necessary to authorize the execution and delivery of this Agreement. The individual executing this Agreement for Manager has full authority to do so and thereby to bind Manager to its terms. If Applicant is different from Landowner, Applicant must also obtain Landowner certification. □Landowner certification attached in lieu of form signature. Landowner’s Signature Applicant’s Signature Print Name Print Name Date Date □Electronic versions of all application materials, which can be sent via zip folder in email or saved on a flash drive. Jesse Cuomo Jesse Cuomo 6-2-25 6-2-25 SIGN SIGN ---PAGE BREAK--- Department of Environmental Quality Water Quality Tina Kotek, Governor May 14, 2025 Pete Gauthier City of Woodburn 190 Garfield St Woodburn, Oregon 97071-4627 Re: 1200-C National Pollutant Discharge Elimination System (NPDES) Registration Legal Name of Permit Registrant: City of Woodburn Facility Name: Boones Crossing Park Permit/PLC Number: NGEN12C-ORR10J553 Project Location; 1451 Iris St, Woodburn, Oregon 97071-5780 Marion County Dear Pete Gauthier: The Oregon Department of Environmental Quality (DEQ) has reviewed your application and approved your registration for coverage under the NPDES 1200-C construction stormwater permit. As the registrant, you are legally responsible for compliance with all permit conditions; please follow this link, 1200-C Permit, for a copy of the permit. Registrant Obligations • Comply with all permit conditions. DEQ strongly recommends that you read the permit. • Fully implement your Erosion and Sediment Control Plan (ESCP). You may need to modify site control measures as site conditions change. • Ensure that all appropriate contractors hired by you to implement the permit on your behalf have a copy of the ESCP and the permit. Keep a list of all contractors working on your site along with their contact information. • Notify DEQ of significant projects changes, including ESCP revisions, inspectors, or project ownership changes electronically through YDO. • Perform & document visual monitoring according to Schedule B of the permit by a certified erosion and sediment control person. • Terminate coverage at the end of the project electronically through YDO. You will be charged an annual registration fee until registration is terminated. The permit does not authorize excavation or fill in state waterways, including wetlands, and does not replace the requirement for receiving authorization to do this type of work under Section 404 of the Clean Water Act. If the authorized activity involves earthmoving in a known or suspected wetland condition you must contact the Department of State Lands at [PHONE REDACTED] if you are west of the Cascades, or 541-388- 6112 if you are east of the Cascades, and request a wetland determination prior to earth moving. The construction stormwater general permit, technical assistance manuals and other information is also available on DEQ Stormwater Program’s website. Sincerely, DEQ Stormwater Permitting Program ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- GENERAL IRRIGATION NOTES 1. PROVIDE AND INSTALL SPECIFIED ISOLATION VALVE IMMEDIATELY UPSTREAM OF EACH AUTOMATIC CONTROL VALVE (SEE DETAILS). 2. PROVIDE AND INSTALL SPECIFIED ID TAGS AT EACH AUTOMATIC CONTROL VALVE ASSEMBLY. 3. PROVIDE AND INSTALL ONE SPARE WIRE AT AUTOMATIC CONTROL VALVE AT ENDS OF MAINLINE RUNS. 4. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REQUIRED HARDWARE (SOME NOT SHOWN ON PLAN) 2. CONVENE ON-SITE MEETING WITH LANDSCAPE ARCHITECT, IRRIGATION CONTRACTOR AND GENERAL CONTRACTOR PRIOR TO STARTING ANY IRRIGATION WORK. 3. HAND EXCAVATE WITHIN ROOT ZONE OF EXISTING VEGETATION TO REMAIN. DO NOT CUT ROOTS GREATER THAN 2" DIAMETER WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 4. HAND EXCAVATE WITHIN VICINITY OF EXISTING UTILITIES TO REMAIN. 5. CONTRACTOR TO VERIFY PLANT LOCATIONS PRIOR TO VALVE BOX INSTALLATION TO AVOID CONFLICTS. CONFLICTING HARDWARE WILL BE RELOCATED AT CONTRACTORS EXPENSE. 6. CONTRACTOR TO VERIFY SLEEVING AS SHOWN IS SUFFICIENT TO INSTALL SYSTEM INCLUDING SPARE WIRES. CONTRACTOR RESPONSIBLE FOR PROVIDING ADDITIONAL SLEEVING IF NECESSARY. 7. SLEEVING TO BE INSTALLED AT SPECIFIED DEPTH. 8. NE AND SW EXPOSURES TO BE SCHEDULED TO COMPENSATE FOR DIFFERING SOLAR EXPOSURE AFFECTS ON WATERING REQUIREMENTS. 9. SEE SPECIFICATIONS FOR IRRIGATION SYSTEM MATERIALS AND INSTALLATION REQUIREMENTS. 1. PROVIDE ALL NECESSARY WIRING REQUIRED TO MAKE THE IRRIGATION SYSTEM A FULLY SERVICEABLE AND OPERATIONAL CONTROLLED INSTALLATION AT THE COMPLETION OF THE PROJECT. INSTALL IRRIGATION WIRES IN UNDERGROUND CONDUIT WHERE ROUTING DOES NOT FOLLOW MAINLINE. 10. PRIOR TO START OF CONSTRUCTION, CONTRACTOR TO VERIFY THAT AVAILABLE STATIC WATER PRESSURE IS SUFFICIENT TO OPERATE SYSTEM AS DESIGNED. 11. QUANTITIES ARE PROVIDED FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES AND PROVIDING ALL PIPING AND IRRIGATION EQUIPMENT REQUIRED TO CONSTRUCT SYSTEM AS DESIGNED. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Hunter PROS-12 10 Series Shrub Spray, 12in. Pop-Up. Co-molded wiper seal with UV Resistant Material. 2 30 Hunter PROS-12 12 Series Shrub Spray, 12in. Pop-Up. Co-molded wiper seal with UV Resistant Material. 8 30 Hunter MP Strip PROS-06-PRS30-CV Rotator, 6in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. LST=Ivory left strip, SST=Brown side strip, RST=Copper right strip. 109 30 Hunter MP2000 PROS-06-PRS30-CV Turf Rotator, 6in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. K=Black adj arc 90-210, G=Green adj arc 210-270, R=Red 360 arc. 103 30 Hunter MP3000 PROS-06-PRS30-CV Turf Rotator, 6in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. B=Blue adj arc 90-210, Y=Yellow adj arc 210-270, A=Gray 360 arc. 198 30 Hunter MP800SR PROS-06-PRS30-CV Rotator, 6in. pop-up with check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. ADJ=Orange and Gray ( arc 90-210), 360=Lime Green and Gray (arc 360) 51 30 Hunter MP815 PROS-06-PRS30-CV Rotator, 6in. pop-up with check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. M=Maroon and Gray adj arc 90 to 210, L=Light Blue and Gray 210 to 270 arc, O=Olive and Gray 360 arc. 41 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Hunter ICV-G-DC 1in., 1-1/2in., 2in., and 3in. Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. With Accu-Sync Pressure Dial. 16 Nibco T-113 Class 125 bronze gate manual control valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1in. - 3in. 6 Zurn 950XL Double Check Valve Assembly: 1-1/2". 1 Hunter NODE-BT-100 1-Station Bluetooth Controller, Outdoor, Battery Powered with DC Latching Solenoid Included. 7 Irrigation Lateral Line: PVC Schedule 40 8,840 l.f. Irrigation Mainline: PVC Schedule 40: 3" throughout. 1,297 l.f. Pipe Sleeve: PVC Class 200 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. 223.7 l.f. Q T H F 10 10 10 10 Q T H F 12 12 12 12 L S R LST RST SST K G R B Y A 800 A 800 F M L O Valve Number Valve Size Valve Callout # IRRIGATION_SCHEDULE M 2" Water Meter QUANTITIES ARE PROVIDED FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES AND PROVIDING ALL PIPING AND IRRIGATION EQUIPMENT REQUIRED TO CONSTRUCT SYSTEM AS DESIGNED. NUMBER MODEL SIZE TYPE GPM PSI PREC 1 Hunter ICV-G 1" Shrub Rotary 19.76 35.9 0.78 in 2 Hunter ICV-G 1-1/2" Turf Rotary 41.86 34.6 0.49 in 3 Hunter ICV-G 1-1/2" Turf Rotary 24.71 33.7 0.51 in 4 Hunter ICV-G 1-1/2" Turf Rotary 53.76 34.8 0.49 in 5 Hunter ICV-G 1" Shrub Spray 9.64 33.7 1.43 in/ 6 Hunter ICV-G 1-1/2" Turf Rotary 47.54 35.0 0.38 in 7 Hunter ICV-G 1-1/2" Turf Rotary 47.08 34.7 0.31 in 8 Hunter ICV-G 1-1/2" Turf Rotary 53.44 35.4 0.32 in 9 Hunter ICV-G 1-1/2" Turf Rotary 47.86 34.5 0.36 in 10 Hunter ICV-G 1" Turf Rotary 17.65 34.5 0.48 in 11 Hunter ICV-G 1-1/2" Turf Rotary 56.04 34.9 0.5 in/h 12 Hunter ICV-G 1-1/2" Turf Rotary 61.56 35.3 0.46 in 13 Hunter ICV-G 1-1/2" Turf Rotary 58.53 35.5 0.44 in 14 Hunter ICV-G 1-1/2" Shrub Rotary 23.25 34.4 0.77 in 15 Hunter ICV-G 1-1/2" Turf Rotary 27.66 34.50 0.66 in VALVE_SCHEDULE SPIRAL BARB ELBOW, RAIN BIRD SBE MODEL OR APPROVED MARLEX STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL FINISH GRADE/TOP OF MULCH SPIRAL BARB ELBOW, RAIN BIRD SBE MODEL OR APPROVED SECTION LA-6 1 SCALE: 1" = 1'-0" POP-UP SPRAY OR ROTATOR SPRINKLER SWING PIPE, 15-INCH MINIMUM LENGTH: RAIN BIRD SPX FLUSH MOUNTED POP-UP SPRAY OR MP ROTATOR NOZZLE SPRINKLER SCALE: 1/2" = 1'-0" SAND BEDDING AS SPECIFIED BACKFILL TRENCH WITH SAND MINIMUM VERTICAL CLEARANCE BETWEEN CROSSING LINES. LA-6 2 SECTION IRRIGATION TRENCH AT LAWN 18" min. 3" min. COMPACTED SUBGRADE IRRIGATION MAIN LINE PIPE 4" min. 2-1/2 INCH AND LARGER PIPE: 12 INCHES 2 INCH AND SMALLER PIPE: 4 INCHES NOTE: MINIMUM HORIZONTAL CLEARANCE BETWEEN LINES: 15" min. IRRIGATION LATERAL PIPE OR TOPSOIL AS SPECIFIED 1 INCH TOPSOIL AS SPECIFIED OR TOPSOIL AS SPECIFIED 3" MIN. 18" 15" SECTION IRRIGATION SLEEVING SLEEVES WHERE SHOWN ON PLAN. - INSTALL 6" SCHEDULE 40 P.V.C. OF CURB OR WALK. IRRIGATION SLEEVES. HOLD DOWN 1" BELOW TOP @ FACE OF WALK OR CURB @ BOTH ENDS OF ALL - INSTALL 1X2 RED-TOP, WOOD, LOCATION STAKES NOTE: - EXTEND SLEEVES 4" BEYOND PAVEMENT EDGES. LA-6 3 SCALE: 1/2" = 1'-0" COMPACTED SUBGRADE IRRIGATION SLEEVE BACKFILL TRENCH WITH SAND OR TOPSOIL AS SPECIFIED STRUCTURAL FILL ADJACENT PAVING COILED HUNTER ICV WITH ACCU-SYNC PRESSURE DIAL WATER PROOF CONNECTION PVC SCH 80 NIPPLE BEDS, GREEN LIDS AT LAWNS ID TAG - CHRISTY'S ID-STD-Y1 FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: 30-INCH LINEAR LENGTH OF WIRE, VALVE BOX WITH LOCKING COVER: PVC SCH 80 ELL (LENGTH AS REQUIRED) PVC SCH 80 NIPPLE NIBCO T-113 GATE VALVE PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL 3"-5" APPROVED FILTER FABRIC 4 SECTION LA-6 AUTOMATIC CONTROL VALVE PVC LATERAL PIPE 12-INCH SIZE, BROWN LIDS IN PLANT SCALE: 1" = 1'-0" SAND BASE AT ALL OPENINGS OR HOLES ANGLE TO SPECIFIED DEPTH INVERTED VALVE BOX SUMP WITH LID; FASTEN BOXES TOGETHER W/ SS SHEET METAL SCREWS (6 PER BOX MIN.) VALVE BOX LID SCALE: 1" = 1'-0" MINUMUM THRUST BLOCK AREA (YxW) NOTES 45 DEGREE ELL SECTION & PLAN THRUST BLOCKS PLAN 90 DEGREE ELL MINIMUM THRUST BLOCK AREAS ARE BASED ON A SOIL BEARING CAPACITY OF 3000 LBS/SF THRUST BLOCK SHALL EXTEND INTO UNDISTURBED SOIL. THRUST BLOCK SHALL BE MAG SECT. 725-CLASS C. PROVIDE THRUST BLOCK AT ALL TURNS IN MAINLINE. LA-6 5 1. 2. 3. FITTING (TYP.) 45 DEGREE ELL (VERTICAL) FITTING (TYP.) PIPE (TYP.) REBAR BENT AROUND UNDISTURBED SOIL BLOCK (TYP.) CONCRETE THRUST SECTION BLOCK THRUST BLOCK AREA TEE, DEAD END, 90°BEND - 2 SF 45°,22.5° - 1.5 SF AREA (YxW) THRUST TEE 4. V V V M K K S S S S S S S S S S L S S S S S S S S S S S S S S S S S M M M M M M M R S S S S S M M M M M M M M M 3 24.7 112" 15 27.7 112" V V V I R I S S T R E E T R M B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A R R R R R R R R R B B B B B B B A A B B A A A B B B B A A B B B A B B Y Y K K B B B B B B K B B B B B B B B B B B B B B B A A A A A A A A B B B B B B B B B B B B A A A B B B Y B B B B B B K K K A A R R 12 12 12 10 10 12 12 12 12 12 K K K B B B B B B R R K K K M M M S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S M M M M M S S S S S S S S S S S S S S S S S S S S S S S S S B B B B B K K K K K K K K K B B B B B B B B B B B B B A A A R R K K K R B K K K K K K K K K K K K R R K K K K K K K K K K K K K K K K K K K K K K K K K K K M M M M M K K K K K K K K K K K M M M M R R R R R R O O 1 19.8 1" 2 41.9 112" 3 24.7 112" 4 53.8 112" 5 9.64 1" 6 47.5 112" 7 47.1 112" 8 53.4 112" 9 47.9 112" 10 17.7 1" 11 56.0 112" 13 58.5 112" 14 23.3 112" 12 61.6 112" 2 4 2 1 1 2 4 2" WATER METER B G A B G M M M M B Y B B A A A A K K R R R Revisions Date: Checked By: Drawn By: LA-7 0 5 10 20 40 80 Irrigation Plan SCALE: 1"=20'-0" NORTH DLA INC. COPYRIGHT 2025 Client / Consultant City of Woodburn 270 Montgomery St, Woodburn, OR 97071 Phone: 503.982. 5222 Submission: # Insert Text Date # Insert Text # Insert Text # LS / EP DJD 05/28/2025 Construction Drawings www.DLAdesign.com P [PHONE REDACTED] F [PHONE REDACTED] 474 Willamette Street Suite 305 Eugene, Oregon 97401 Woodburn, OR Boones Crossing Park ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- Rev. 12/15/20 Page 5 of 9 By: Blair Edwards PART II: BMPS WITH ESCP IMPLEMENTATION SCHEDULE FORM The following controls and practices (BMPs), if appropriate for the site, are required in the ESCP. Submission of all ESCP revisions to DEQ are not required. ESCP revisions must be submitted in 10 days for specific conditions. See 1200-C permit (Section 4.8). Year: BMPs Month Biobags Bioswales Check Dams Compost Berm Compost Blankets Compost Socks Concrete Truck Washout Construction Entrance Dewatering (treatment location, schematic, and sampling plan required) Drainage Swales Earth Dikes (Stabilized) Energy Dissipaters Erosion Control Blankets & Mats (Specify type) Hydroseeding Inlet Protection Mulches (Specify Type) Mycorrhizae/ Biofertilizers Natural Buffer Zone Orange fencing (protecting sensitive/preserved areas) Outlet Protection Permanent Seeding and Planting Pipe Slope Drains Plastic Sheeting Preserve Existing Vegetation Sediment Fencing Sediment Barrier Sediment Trap Sodding Soil Tackifiers Storm Drain Inlet Protection Straw Wattles (or other materials) Temporary Diversion Dikes Temporary or Permanent Sedimentation Basins Temporary Seeding and Planting Treatment System (O & M plan required) Unpaved roads graveled or other BMP on the road Vegetative Buffer Strips 2025 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 5 6 7 8 9 10 11 12 5 6 7 8 9 10 11 12