5-25018 ESnarr 8.28.2026.pdf

Woodland Design Associates, Inc.

Landscape Architects □ Site Planners □ Wetlands Specialists

119 Lincoln Street, Honesdale, PA 18431-2151 Phone: 570-616-0600 □ woodland@woodlanddesign.com □ www.woodlanddesign.com

EROSION & SEDIMENT CONTROL PLAN NARRATIVE

Honesdale Borough North Main Trail Development Project Honesdale Borough, Wayne County, PA

Date: August 28, 2026

Plan Preparer: Woodland Design Associates Inc.

119 Lincoln Street Honesdale, PA 18431-2151 570-616-0600

Table of Contents Project Description 2 Soils Types & Descriptions 3 Land Use History 3 Chapter 93 Water or Watershed Classification 3 Perimeter and on site Best Management Practices 4

List of Appendices:

Appendix A Training & Experience Appendix B E&S Worksheets

Project Description

This project will involve the placement of E&S perimeter BMP protections (primarily compost filter sock) an asphalt paved walking trail; and the addition of various park amenities (picnic tables and trash receptacles). All staging will be done within this project area.

Overall, all project work takes place in Honesdale Borough, Wayne County, Pennsylvania. Project earth disturbance totals 22,508 sf (0.52 acres).

The project also features a net addition in impervious area from 450 sf to 9,377 sf.

Because the work associated with the construction of this project will involve less than one (1) acre of earth disturbance within the Lackawaxen River (HQ-TSF, MF) watershed, the project is being submitted as a written E&S Control Plan.

USGS Map: Honesdale USGS Quadrangle – See E&S Control Plans

Soils Map: See E&S Control Plans

Soils Types & Descriptions The soils within the project site, as mapped by the ‘USDA, Natural Resource Conservation Websoil Survey.’ The locations of the soils are illustrated on the E&S Control and Restoration Plans.

Wayne County

Sym. Name Slope Hydric Limitations Resolution

Ba Barbour loam 0-3% N Erosion

Use of BMPs and keeping site stabilized to reduce erosion potential

*Wetland Delineation was conducted by Woodland Design Associates, Inc., May 2026, and all wetlands/waters are illustrated on plans.

Land Use History

Past 50 Years: Urban (Vacant) Present: Urban (Vacant) Proposed: Urban (Park)

Chapter 93 Water or Watershed Classification

Watershed

ID

Nearest Surface Water(s) to Receive Runoff:

Designated Water Use Existing use

LR Lackawaxen River HQ-TSF, MF Same

Drainage areas for basins and traps: N/A Drainage areas for channels: N/A Drainage areas for diversion channels: N/A Off-site drainage areas on USGS map: N/A

Perimeter and on-site Best Management Practices To be used before, during, and after earth disturbance to limit exposed areas:

BMP Location Removal Timing Disturbed areas. Minimize extent of disturbed areas with prompt stabilization.

Rock Construction Entrance

Optional—should adjacent roadways not be sufficiently swept and cleaned these will be placed at park/construction site entrances.

Remove prior to paving parking area, per SOC in plan drawings.

Compost filter sock sediment barrier

Below area to be disturbed. Remove after uphill area is stabilized per SOC in plan drawings.

Concrete Washout At park areas where concrete pads or footings are proposed to be poured.

Remove accumulated concrete and debris, periodically, per plan detail, fully remove and off-haul and project end.

Orange Construction Fencing

Optional, to secure different portions of the site during construction.

Add and remove during construction, as needed. Ensure all is removed at project end.

Pump water filter bags Optional, use as needed in low lying and trench areas.

Remove from site once low lying areas are drained.

Supporting calculations: refer to Appendix B Anticipated project construction wastes: removed existing asphalt & stone Soil/rock disposal areas: n/a

Identified potential for geologic or soil conditions to cause pollution during construction: None

Thermal Impacts: There are no anticipated thermal impacts.

Critical Stages of Implementation: None

Appendix A-1

STANDARD E&S WORKSHEET #22

Plan Preparer Record of Training and Experience in

Erosion and Sedimentation Control Methods and Techniques

NAME OF PLAN PREPARER: Jayson Wood, Landscape Architect Woodland Design Associates Inc

FORMAL EDUCATION:

Name of College or Technical Institute: Pennsylvania State University

Curriculum or Program: Landscape Architecture

Dates of Attendance: From: 2004 To: 2009

Degree Received: Bachelor of Landscape Architecture

OTHER TRAINING:

Name of Training: NPDES Workshop________

Presented By: Monroe and Pike County Con. District

Date: February 25, 2020

EMPLOYMENT HISTORY:

Current Employer: Woodland Design Associates Inc

Telephone: 570-616-0600 ext. 104

Former Employer: Miller Company Landscape Architects

Telephone: 415-252-7288

RECENT E&S PLANS PREPARED:

Name of Project: Wright Tap 69 kV Line__ PPL EU Jenkins-River PPL EU Clinton-Milton 69 kV Rebuild Project Upgrade Tap Project Rebuild Project County: Luzerne Luzerne and Carbon Northumberland County

Municipality: Rice and Wright Twps. City of Wilkes-Barre Milton Borough & W. Chill. Twp.

and Plains Twp.

Permit Number: PAD 400018 PAC400161_ PAC600054

Approving Agency: PA DEP PA DEP PA DEP

363-2134-008 / March 31, 2012 / Page 393

Appendix B-1

STANDARD E&S WORKSHEET #1

Compost Filter Socks

PROJECT NAME: Honesdale Borough North Main Trail Development Project LOCATION: Honesdale Borough, Wayne County, Pennsylvania PREPARED BY: Woodland Design Associates Inc. DATE: June 22, 2026

CHECKED BY: DATE:

COMPOST FILTER SOCK TABLE

SOCK

SLOPE LENGTH LINEAR

DIA. SLOPE ABOVE BARRIER FEET

IN. LOCATION PERCENT (FT) (FT)

CFS 1 12" East of Staging Area 1 5 115 22

CFS 2 12" East of Existing Trellis 2 94 60 CFS 3 12" East of Existing Trellis 2 112 30 CFS 4 12" Northeast of Existing Trellis 2 56 92 CFS 5 12" North of Existing Trellis 5 232 42 CFS 6 12" Southeast of S.R. 0006 (Park St.) 6 141 59 CFS 7 12" Southeast of S.R. 0006 (Park St.) 4 204 38 CFS 8 12" South of Exising Monument 2 82 235 CFS 9 12" East of Exising Monument 2 56 45

CFS 10 12" North of Lackawaxen River 2 65 83

CFS 11 12" North of Lackawaxen River 2 60 95

CFS 12 12" South of Park St. 2 42 210

CFS 13 12" South of Park St. 2 45 21

CFS 14 12" South of Park St. 2 44 244

*Exceeds design criteria. Monitor during construction for overtopping. If overtopping occurs implement additional E&S practices.

Appendix B-2

STANDARD E&S WORKSHEET #21

Temporary and Permanent Vegetative Stabilization Specifications

PROJECT NAME: Honesdale Borough North Main Trail Development Project LOCATION: Honesdale Borough, Wayne County, Pennsylvania PREPARED BY: Woodland Design Associates Inc. DATE: June 22, 2026

CHECKED BY: DATE:

SPECIFICATIONS: The Department recommends the use of the Penn State publication “EROSION CONTROL & Conservation Plantings on Noncropland” as the standard to use for the selection of species, seed specifications, mixtures, liming and fertilizing, time of seeding, and seeding methods. Specifications for these items may also be obtained from PennDOT’s Publication # 408, Section 804 or by contacting the applicable county conservation district.

Upon selection of a reference, that reference must be used to provide all specifications for seeding, mulching, and soil amendments. The following specification will be used for this project:

(TEMPORARY) SPECIES: winter rye or annual rye % PURE LIVE SEED: 83 or 83 % APPLICATION RATE: 112 or 15 (respectively) LB./ACRE

FERTILIZER TYPE: 10-10-10 (X-X-X)

FERTILIZER APPL. RATE: to test or 500 LB./ACRE LIMING RATE: to test or 1 T./ACRE MULCH TYPE: hay or straw

MULCHING RATE: 3 T./ACRE

(PERMANENT) SPECIES: Birdsfoot Trefoil, Tall Fescue, and Spring Oats (spring) or Annual Rye Grass (anytime), Winter Wheat (fall) or or Winter Rye (fall) % PURE LIVE SEED: 59, 76, and 83 or 83 or 83 or 83 (respectively) % APPLICATION RATE 10, 35, and 96 or 15 or 120 or 112 (respectively)LB./ACRE

FERTILIZER TYPE: 10-20-20 (X-X-X)

FERTILIZER APPL. RATE: to test or 1,000 LB./ACRE LIMING RATE: to test or 6 T./ACRE MULCH TYPE: straw

MULCHING RATE: 3 T./ACRE

ANCHOR MATERIAL: gum tackifier ANCHORING METHOD: apply concurrently with mulch RATE OF ANCHOR MATERIAL APPL.: as recommended by manufacturer LB./ACRE SEEDING SEASON DATES: March 15 to October 15

(PERMANENT– STEEP SLOPE >3H:1V)) SPECIES: Birdsfoot Trefoil, Tall Fescue, and Spring Oats (spring) or Annual Rye Grass (anytime), Winter Wheat (fall) or or Winter Rye (fall) % PURE LIVE SEED: 59, 76, and 83 or 83 or 83 or 83 (respectively) % APPLICATION RATE 10, 35, and 96 or 15 or 120 or 112 (respectively)LB./ACRE

FERTILIZER TYPE: 10-20-20 (X-X-X)

FERTILIZER APPL. RATE: to test or 1,000 LB./ACRE LIMING RATE: to test or 6 T./ACRE

MULCH TYPE: N/A

MULCHING RATE: N/A T./ACRE

ANCHOR MATERIAL: S150 – North American Green ANCHORING METHOD: as recommended by manufacturer RATE OF ANCHOR MATERIAL APPL.: as recommended by manufacturer LB./ACRE SEEDING SEASON DATES: March 15 to October 15

*If more than one species is used, indicate application rate for each species.

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