PA ERFO TCM Bio Survey SOW 031224.pdf

JOHN HEINZ NATIONAL WILDLIFE REFUGE

ROAD REHABILITATION PROJECT

PA FW ERFO TCM 2020 1(1)

Philadelphia, Philadelphia County

WETLAND DELINEATION AND LEOPARD FROG HABITAT SURVEY

STATEMENT OF WORK

SCOPE: The service provider shall perform the work of this task order for the Federal Highway Administration (FHWA), as described below.

CONFIDENTIALITY: The information developed under this task agreement is the property of the U.S. government and shall be kept in strict confidence.

PERFORMANCE PERIOD: The work of this task agreement shall commence upon contract award. Fieldwork shall be completed as soon as feasible. All invoicing and administrative closeout shall occur by October 30, 2024.

TASKS/DESCRIPTION OF WORK: The contract work will include the following Tasks:

• Preparation of Wetland and Waters of the U.S. Delineation and Associated Report of Findings.

• Coastal Plains Leopard Frog (Lithobates sphenocephalus/kauffeldi) Habitat Assessment – This task can only be performed by a Pennsylvania Fish and Boat Commission certified surveyor. Proof of certification is required to perform this work.

I. INTRODUCTION

The Eastern Federal Lands Highway Division of the Federal Highway Administration (FHWA), in cooperation with the U.S. Fish and Wildlife Service (USFWS), is proposing to rehabilitate portions of two roads within John Heinz National Wildlife Refuge that were damaged by tropical storm Isaias in 2020. The Project is southwest of Philadelphia in Philadelphia County, Pennsylvania (Figure 1).

The contract work will include the delineation of wetlands and waters of the U.S. (WOUS) and preparation of associated report of findings. The work will also include habitat assessment for Coastal Plains leopard frogs (Lithobates sphenocephalus/kauffeldi) and associated preparation of associated report of findings.

The purpose of the project is to repair portions of two roads that were damaged during the storm event. The total project length is 0.38 miles and the limit of disturbance is approximately 0.71 acres. The storm significantly damaged the roadway and shoulders of the Haul Road and Trolley Bed Road. In addition, both roads are subject to overtopping during seasonal flooding events.

Haul Road is a two-way single-lane asphalt surface road that consists of a 15-foot-wide lane with

1-foot turf shoulders on each side for a total width of 17-feet. The road is within the Lansdowne Quadrangle and begins at coordinates 39.884797, -75.252451. The proposed repairs are to reconstruct approximately 0.012 miles of the road. The project would involve installing an aggregate base course and asphalt paving. There would be no change to the horizontal or vertical alignments. The existing 12-inch culvert is insufficient to convey water during seasonal flooding, therefore, the culvert would be upsized to a 24-inch culvert and 0.003 acre (127.5 square feet (sqft)) of riprap placed at the outlet. The masonry headwall would also be replaced. Ditch reconditioning would occur along 20 linear feet and an 8-inch pipe would be replaced with an 18-inch elliptical pipe culvert. The total disturbed area would be 0.02 acres (2,178 sqft) for this portion of the project.

Trolley Bed Road is a two-way single lane aggregate road. The travel way consists of one 14-foot-wide lane with 1-foot shoulders on each side for a total of 16 feet. The proposed repairs would reconstruct approximately 0.35 miles of roadway. The road is within the Lansdowne Quadrangle and begins at coordinates 39.881590, -75.255345. The proposed repairs are to resurface the roadway with an aggregate course. The roadbed would also be raised approximately 18-inches to prevent overtopping during storm events. Embankment reconstruction using riprap would occur in 10 locations along the road, totaling approximately 258 linear feet. There would be no change to the horizontal alignment. All work would occur within areas previously disturbed by original construction of the roads. The total disturbed area would be 0.69 acres (32,670 sqft) for this portion of the project.

REQUIRED QUALIFICATIONS

Provide a summary of qualifications and experience. The following qualifications are preferred for Task 1: 1) has current “Professional Wetland Scientist” certification through the Society of Wetland Scientists Certification Program, Inc.; 2) has a certificate of training from a recognized wetland delineation training provider and at least 2 years of experience in wetland delineation; or

3) can demonstrate comparable qualifications through education and experience. The following qualifications are required for Task 2: Must be a Pennsylvania Fish and Boat Commission Qualified Surveyor for Coastal Plains Leopard Frog Complex

II. WETLAND SURVEY AND REPORTING

Wetlands and WOUS shall be identified using the latest federal guidance and U.S. Corps of Engineers region specific guidance.

The project has the potential to impact wetlands and WOUS along the 7-mile route. A location map is provided in Attachment A. The objective of the delineation is to support the minimization of impacts to wetlands to the extent practicable during the design process and in support of future reviews and permitting with the U.S. Army Corps of Engineers (USACE) and the Pennsylvania Department of Environmental Protection (PA DEP).

The survey will help inform project planning and support the avoidance/minimization of impacts to wetlands and WOUS during the design project. FHWA will provide an ESRI ArcGIS .SHP of the project. Accurate documentation of all wetland classifications and sub-classifications will be needed by FHWA to help calculate project impacts, devise avoidance strategies, prepare restoration/mitigation plans, etc.

TASK 1: Wetland Delineation

The preparation of the jurisdictional delineation and WOUS boundaries shall be in accordance with the U.S. Army Corps of Engineers Wetland Delineation Manual (Technical Report Y-87-1) (87 Manual) and the: Atlantic and Gulf Coastal Plain Region (Regional Supplement). The Wetland Determination Form-Atlantic and Gulf Coastal Plain Region will be used to record each sampling location.

1. The Contractor shall contact COR to coordinate fieldwork and access prior to commencing fieldwork.

2. Review USGS Geological Survey 7.5 minute topographic maps, USDA Soil Conservation Service county soils survey, U.S. Fish and Wildlife Service, National Wetland Inventory (NWI) maps, and other available data to identify the presence of previously documented jurisdictional wetlands and WOUS within the project areas.

3. Provide study area boundary as a PDF and in ESRI ArcGIS .SHP format for confirmation by COR prior to field survey.

4. Identify plant community and soils assessment procedures based in accordance with the USACE, 87 Manual and state requirements.

5. Delineate all wetlands and WOUS under the jurisdiction of Section 404 of the Clean Water Act. Use the 87 Manual and Regional Supplement.

6. Delineation of disturbed wetlands such as farmed, plowed, cleared, or drained areas will use the methods described in the 87 Manual for delineation of “atypical situations.” Even a heavily disturbed site is still a wetland as long as wetland hydrology still exists. If a site exhibits relic hydric soils or hydrophytic vegetation, but has been permanently modified so that it no longer meets the 87 Manual hydrologic criterion, then the site is no longer considered a wetland. However, such sites encountered during the delineation work should be indicated in the project report as former wetland areas (e.g., potential restoration sites).

7. The preparation of the jurisdictional delineation and WOUS boundaries shall be in accordance with the 87 Manual and the Regional Supplement. A Wetland Determination Data Form shall be completed for each sampling location.

8. The Contractor shall take color photographs at each sampling location. The location and direction of each photograph shall be recorded.

9. Survey grade GPS shall be used to identify the jurisdictional line.

10. The contractor shall delineate all wetlands and WOUS within 50 feet of the existing edge of pavement and within 50 feet of existing culverts and bridges.

11. The contractor shall determine all necessary boundaries and elevations related to the watercourse (top of bank and ordinary high-water mark (OHWM)), floodway, wetlands, and buffers if applicable, that will be needed to obtain a joint permit from the USACE and PADEP. The contractor will be expected to fill out the Project Information Portion of the Aquatic Resource Impact Table found on the internet at https://greenport.pa.gov/elibrary/GetFolder?FolderID=4061 .

12. The contractor shall perform a functional assessment identifying the kinds and extent of wetland functions provided by each wetland, using either narrative assessment based on https://greenport.pa.gov/elibrary/GetFolder?FolderID=4061 professional analysis and judgement or on a widely-recognized functional assessment method such as the hydrogeomorphic (HGM) method. Wetland functions to be evaluated include:

• Biotic Functions (e.g., fish and wildlife habitat, floral and faunal productivity, native species and habitat diversity, threatened and endangered species)

• Hydrologic Functions (e.g., flood attenuation, streamflow maintenance, ground water recharge and discharge, water supply, erosion and sediment control, water purification, detrital export to downstream systems)

• Cultural Values (e.g., aesthetics, education, historical values, archeological values, recreation, interpretation)

• Research/Scientific Values (e.g., "reference sites" for research on unimpacted ecosystems)

• Economic Values (e.g., flood protection, fisheries, tourism)

13. The contractor shall commence fieldwork as soon as feasible. The contractor must have sufficient resources available to meet the project schedule milestones noted in this

SOW.

TASK 2: Post-Fieldwork Summary

1. The contractor shall provide a summary of the survey findings within 10 days of the completion of fieldwork. The summary shall contain basic descriptions and graphics (maps, tables, photos, etc.) describing the survey including the date, personnel, area surveyed and methodology. The document shall also summarize all wetland resources documented during the survey. The post-fieldwork summary shall be sufficient in detail to orient and inform FHWA.

2. The contractor shall provide the GIS/GPS data and associated metadata collected during the fieldwork in ESRI ArcGIS .SHP format.

TASK 3- Draft And Final Wetland/WOUS Reports

1. All pages shall be numbered sequentially throughout the document. Include a title page, table of contents, glossary of abbreviations, abstract, general geophysical and botanical description of the project area, survey area map, description of survey methods, dates, results, and names of qualifications of principal investigators.

2. Introduction: Provide an introduction with a description of the project area and the proposed project. Describe the existing field conditions, such as season and flood or drought conditions. In general terms, describe the extent of wetlands in the project area and project vicinity.

3. Location Map: Include a site location map, and indicate the USGS 7.5-minute topographic quadrangle(s), Section, Township, Range, and geographic coordinates of the project.

4. Survey Methods: Describe the delineation methodology. The report must state how measurements were taken.

5. Table of Wetlands: Provide a table of wetlands showing, at a minimum, the wetland identification number, location (station to station), Cowardin wetland classes, if it meets the USACE wetland definition, and whether it is a “jurisdictional wetland” or “other WOUS” regulated by the USACE.

6. Calculate acreage figures (nearest 0.01 acre) for each delineated wetland and stream. If a wetland site includes more than one wetland type, break the acreage of that site down by type.

7. Wetland Map: All delineated wetlands shall be accurately depicted and labeled with wetland identification numbers on a base map of the project area and shall be identified by Cowardin. For most projects, a scale of one inch to 200 feet is usually adequate, and no scale should exceed one inch to 400 feet unless there are extenuating circumstances.

Map scale must be accurate and in round numbers. Maps using a photographic base must have been orthorectified, and any overlays must be of identical scale. Standard mapping conventions shall be used (e.g., north arrow, scale bar, legend, etc.) and it must be easy to correlate the map locations with ground features (e.g., buildings, fence lines, roads, rights-of-way, trees, streams, topographic features, etc.). Each map should have a reference block which identifies (as applicable) the project, the delineators, surveyors, date of delineation, and date(s) of any revisions. All data points must be clearly and accurately identified on the delineation maps. Any photo points must be identified, including direction of camera shot.

8. Data Sheets: Include fully documented data sheets for each sampling plot used in determining wetland boundaries. All sampling plots used in these determinations must be located on the wetland maps. A numbering system must be used such that each sampling location identified on the maps can be linked to its corresponding data sheet. The data sheets must include the justification for making the wetland/non-wetland or other wetland type. All data sheets must be geospatially referenced and provided in digital format, such as Microsoft Excel or Microsoft Access.

9. Wetland Description: Include a narrative discussion of each delineated wetland, including Cowardin classifications and summaries of key soil, vegetation, and hydrology characteristics used in making wetland boundary determinations. These may be relatively straightforward for obvious wetland calls, but should be sufficiently detailed to fully justify determinations for problem areas, atypical situations, non-jurisdictional wetlands, or other non-routine or “borderline” calls. Narratives should include discussion of any activities, structures, drainage features or other observed impacts on the wetlands, and should note any other vegetation characteristics relevant to site management, including nuisance or exotic plans, even if they are not dominant species.

10. The applicable portion of the USGS topographic map should be included as a supplement, with the study area clearly indicated. If ground and/or aerial photographs were used in the delineation, they should be included as well. If National Wetland Inventory (NWI) maps are available, the applicable section(s) should also be included as a supplement. United States Department of Agriculture soil maps shall also be referenced and included.

11. An assessment of functions and values for each wetland shall be included. Distinguish between those wetlands that have diminished functions due to impacts/stressors (e.g., development) from those that are “naturally” low in certain functions due to landscape position, natural disturbance regimes, or other factors.

12. An appendix shall contain, at minimum, the following:

a) References cited

b) Maps of surveyed areas

c) Labeled photographs of wetland areas

d) Maps of NWI, soils, and wetlands delineation on a topographic map, representative data sheets, upland and wetland, for each wetland polygon.

e) Map and descriptions of tidal boundaries

13. A draft version of the report shall be submitted to the COR for review by FHWA.

Comments shall be provided to the contractor and used to prepare the final report.

14. A final version of the report shall incorporate any comments provided by the COR.

III. COASTAL LEOPARD FROG HABITAT ASSESSMENT AND REPORTING

The contractor shall conduct a habitat assessment of the project area for Coastal Plains Leopard Frog (Lithobates sphenocephalus/kauffeldi). The survey and documentation would be based on the field methodology recommended by PADEP.

The staff conducting the habitat assessment must be a on the Pennsylvania Fish and Boat Commission (PFBC) list of qualified surveyors. This list identifies persons deemed qualified by the PFBC to possess skills and to have experience in properly searching for and finding the Coastal Plains Leopard Frog complex (Lithobates sphenocephalus/kauffeldi) and in identifying their critical habitat.

TASK 1: Habitat Assessment

1. The Contractor shall contact COR to coordinate fieldwork and access prior to commencing fieldwork.

2. The Contractor shall contact the PFBC to review the survey protocol and reporting requirements. Meeting notes of this discussion shall be provided to the COR.

3. Provide study area boundary as a PDF and in ESRI ArcGIS .SHP format for confirmation by COR prior to field survey.

4. Habitat survey shall be conducted by a qualified surveyor to attempt to determine whether potential habitat for the Coastal Plains Leopard Frog is present in the study area.

5. Survey grade GPS shall be used to delineate suitable habitat.

6. The Contractor shall take color photographs sufficient to support the assessment. The location and direction of each photograph shall be recorded.

7. Results shall be documented in a PFBC-approved survey form.

TASK 2: Post-Fieldwork Summary

1. The contractor shall provide a summary of the survey findings within 10 days of the completion of fieldwork. The summary shall contain basic descriptions and graphics (maps, tables, photos, etc.) describing the survey results. The summary can be in the form of a memorandum or a detailed email. The post-fieldwork summary shall be sufficient in detail to orient and inform FHWA.

2. The contractor shall provide the GIS/GPS data and associated metadata collected during the fieldwork in ESRI ArcGIS .SHP format.

TASK 3: Draft And Final Habitat Assessment Report

The following is a suggested outline of what is expected in the reports at a minimum. If a different outline is proposed it shall be approved by the COR. A draft report shall be prepared for review by FHWA. Assume one-round of review.

1. Introduction: Provide an introduction with a description of the project area and the proposed project. Describe the existing environment including current land use and setting.

2. Location Map: Include a site location map, and indicate the USGS 7.5-minute topographic quadrangle(s), Section, Township, Range, and geographic coordinates of the project.

3. Survey Methods: Describe the habitat assessment methodology. The report must state how measurements were taken.

4. Results: Provide a summary of the habitat assessment results

5. References

6. Appendices: Maps of surveyed area, labeled photographs, data sheets, surveyor qualifications, other pertinent information.

TASK 4: Agency Support

The contractor shall assume 4 hours of time to support FHWA in discussions with regulatory agency.

IV. DELIVERABLES

Submit copies of the draft and final wetland and Coastal Plains Leopard Frog survey reports as noted below. All data should be generated and submitted in MS Word and Adobe PDF document format. Submit photos in digital (JPEG compatible) format.

Wetland Survey and Reports

1. Map and GIS of proposed study area.

2. Submit copies of the post fieldwork summary, draft report and final report as noted below.

3. Submit PA DEP Aquatic Resource Impact Table

4. Map and GIS data depicting study area

5. Fieldwork Summary (PDF submitted via e-mail to COR) within 10 days of completion of field work. Include GPS data/map

6. Draft wetland delineation report (one electronic copy in format noted above),

7. Final wetland delineation report (one electronic copy in format noted above). Please provide all shapefiles, associated metadata, copies of relevant field notes, etc.

Coastal Plains Leopard Frog Habitat Assessment and Reporting

1. Map and GIS data depicting proposed study area.

2. Submit copies of the post fieldwork summary.

3. Fieldwork Summary (PDF or email format) within 10 days of completion of field work.

Include GPS data/map.

4. Draft Habitat Assessment Report (one electronic copy in format noted above).

5. Final wetland delineation report (one electronic copy in format noted above). Please provide all shapefiles, associated metadata, copies of relevant field notes, etc.

Milestone Activity Schedule Milestone Completion Date Map and GIS of Study Area 5-days prior to survey Field Work Summary With-in 10-days of survey Draft Wetland Report 30 days after survey Final Wetland Report 2 weeks from receipt of review comments Draft Habitat Assessment Report 30 days after survey Final Habitat Assessment Report 2 weeks from receipt of review comments Electronic Files Delivered On or before

September 15, 2024

V. FEE AND PAYMENT

A separate quote shall be submitted for each Task. Partial payments can be made upon the completion of each Task. Direct costs should be included in the proposal and invoiced individually. The contractor shall submit invoices reflecting the ACTUAL AMOUNT of work performed. If less work is required than predicted, the contractor shall invoice FHWA for a percentage of the quote for the relevant task. If more effort is required than predicted, a contract modification shall be required PRIOR to conducting additional work.

Payment will only be made for work completed to date; however, the invoicing is at the discretion of the Contractor. Unless otherwise instructed in writing by the COR, Contractor shall use the Department of Transportation’s eInvoicing system to create and submit invoices at https://einvoice.esc.gov/ (note to previous contractors: this is a new invoicing system, please be sure to update your invoicing procedure accordingly).

All invoices shall also be sent via email to the COR at the email address below.

Travel costs and all other direct costs are reimbursable expenses, and shall be separated out in itemized task items. An estimate shall be provided, and the travel and direct cost reimbursements shall not exceed this amount. Travel and direct costs shall also be separated out in all invoices submitted, must be accompanied by receipts, and will be paid in accordance with the Federal Travel Regulations.

The Government obligation for performance of this task order beyond this phase is contingent upon the availability of funds from which payment for contract purposes can be made. No legal liability on the part of the Government for any payment may arise for performance under this contract beyond the amount that has been authorized through the issuance of written task orders.

https://einvoice.esc.gov/

AWARD MAY BE BASED ON OTHER THAN THE LOWEST COST AND WILL BE

BASED ON THE BEST VALUE TO THE GOVERNMENT. PRICE AND OTHER

FACTORS WILL BE CONSIDERED. AWARD SHALL BE BASED ON PROPOSED

METHODS AND TECHNIQUES TO PERFORM THE REQUIREMENTS OF THE

STATEMENT OF WORK, QUALIFICATIONS, AND EXPERIENCE.

VI. CONTACT INFORMATION

All contract questions should be directed to the Contracting Officer’s Technical Representative

(COR):

Principal contact and COR:

Timberley Belish

FHWA-EFLHD

Environmental Protection Specialist 22001 Loudoun County Pkwy, Bld 2, STE 200 Ashburn, VA 20147 timberley.belish@dot.gov 703-434-1541

On-site Contact (Contract prior to conducting fieldwork to ensure access to site):

Mariana Bergerson Deputy Refuge Manager John Heinz National Wildlife Refuge 8601 Lindbergh Blvd Philadelphia, PA 19153 Mariana_bergerson@fws.gov 215-266-4745

Alternate contact and Alternate COR:

Kevin Rose

FHWA-EFLHD

Environmental Manager 22001 Loudoun County Pkwy, Bld 2, STE 200 Ashburn, VA 20147 Kevin.Rose@dot.gov

Attachments A. Location Map

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VERAIRPORT

INTERNATIONAL

PHILADELPHIA

DARBY CR

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NEW JERSEY

HOOK

ROAD

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PLANS FOR PROPOSED PROJECT

PA ERFO FW TCM 2020-1(1)

PHILADELPHIA COUNTY, PA

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

OCTOBER 2023

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

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INDEX TO SHEETS

LANE MILES:

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

BRIDGE:

ROAD: WIDTH

15'

SURFACE BASE SUBGRADE

6" ASC N/A N/A

N/A

Haul Road (Route 405)

Trolley Bed Road (Route 404) placed riprap, and other miscellaneous work.

remove and install stone masonry headwalls, pavement, remove and install pipe culverts, aggregate surface course, asphalt concrete

Embankment construction, aggregate base, e(max)

C/A

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 0.38 Miles

ADT (2023)

ADT (2033)

DHV

%Truck

D

V (MPH)

SPECIFICATIONS:

DESIGN DESIGNATION:

Know what'sbelow.

before you dig.Call

R

95% PLANS

15' 4.5" ACP 6" AB N/A

FW TCM 2020-1(1)

PROJECT PA ERFO

N

76 Philadelphia

Harrisburg

Scranton

Pittsburgh

0 50 100

SCALE IN MILES

STATE OF PENNSYLVANIA

KEY MAP

PROJECT PA ERFO FW TCM 2020-1(1)

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SCALE IN MILES

0 0.5 1

Symbols And Abbreviations

Location Map

Typical Section

Tabulation of Quantities

Plans And Profiles

Erosion and Sediment Control Narrative

Standards And Details

Cross Sections

DESCRIPTION

SHEET

NO

A01

A02-A03

A04

B01-B02

D01-D08

M01

S01-S12

T01-T39

Title Sheet

M02-M09 Erosion And Sediment Control Plan

A05-A06 Survey Information

N01 Temporary Traffic Control Narrative

Traffic Control PlanN02-N03

K01-K02 Drainage Profiles

A07 Alignment Data

0.38 Miles

Disaster No. PA2020-1-FWS

TROLLEY BED ROAD

Less than 50

Less than 50

N/A

None

N/A

N/A

N/A

Cycle #(miles)

Schedule Description Station to Station Length RIP Milepost/

A

B

Trolley Bed Road

Haul Road

101+00 to 120+50

200+14 to 200+82

0.37

0.01

0.00-0.79 / Cycle 5

0.00-0.80 / Cycle 5

Project Manager

Sheila Foronda

Lead Designer

Jeff Johnson

Highway Design Manager

Brenda Duong

C02-C03 Summaries and Schedules

C01

INTERSTATE

INTERSTATE

JOHN HEINZ NATIONAL WILDLIFE REFUGE AT TINICUM

U.S. FISH AND WILDLIFE SERVICE

U.S. DEPARTMENT OF THE INTERIOR

(ROUTE 405)

ROAD (ROUTE 404) AND HAUL ROAD

RECONSTRUCTION OF TROLLEY BED

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SCALE IN FEET

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SCHEDULE A, Trolley Bed Road (Route 404)

PROJECT PA ERFO FW TCM 2020-1(1),

Garage A

Darby Creek

Hay Island

Smith Island

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AZ

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Wildlife Refuge at

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SCHEDULE B, Haul Road (Route 405)

PROJECT PA ERFO FW TCM 2020-1(1),

Impoundment Trail

L in d b e r g h B lv d

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

HAUL ROAD (ROUTE 405)

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

INTERSTATE

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A04PA ERFO FW TCM 2020-1(1)