8-Aquatic Resource Impact Table - Supplee Farm.pdf

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REBID - Supplee Farm Restoration Project
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Not on record
Issued by
Lancaster County, Pennsylvania

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Written by GovTribe AI ·

This is an Aquatic Resource Impact Table filed with the Pennsylvania Department of Environmental Protection, Bureau of Waterways Engineering and Wetlands, for the Supplee Farm Stream Restoration Project under Chapter 105 Water Obstruction and Encroachment General Permit Registration. The project, submitted by applicant Daryl Supplee on March 5, 2025, involves stream restoration work on Conowingo Creek, a Cold Water Fishery (CWF) designated watercourse. The project encompasses 72 distinct regulated structures and activities distributed across the creek, including 28 mudsills, 25 random boulder clusters, 18 rock/log vanes, 6 riffles, 6 rock cross vanes, 5 brush mattresses, 4 rock toes, 3 bankfull benches, 2 toe logs, 2 root wads, 1 stream crossing, and 1 temporary crossing. All impacts are classified as permanent except for one temporary crossing (GP-8), with total permanent impacts measuring approximately 30,949 square feet across varying impact lengths ranging from 4 to 142 linear feet. A mandatory pre-bid site showing is scheduled for 1:00 PM EST on January 20, 2026, with bids due no later than 12:00 AM EST on February 7, 2026, and opening at 10:00 AM EST on February 9, 2026, with an award date of 10:00 AM EST on March 10, 2026.

Bid submission requirements include a signed bid form and schedule, bid bond, references, and a narrative describing the firm's experience with stream restoration in Lancaster County and Southcentral Pennsylvania, along with an overview of the bidding firm. All bidding documents and permit approvals, including Environmental Assessment waiver, Army Corps of Engineers approval, DEP approval, and Erosion and Sediment Control plan approval, are available at no cost through the PennBid program at https://pennbid.bonfirehub.com/. Signature requirements specify that individual owners must sign, partnerships require a partner signature with witness attestation, and corporations require President or Vice President signature with corporate seal and attestation by Corporate Secretary or Treasurer. Evaluation will be conducted according to the Evaluation Criteria Spreadsheet provided in the bid package, with bidders encouraged to provide detailed responses to facilitate the evaluation process.

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Other files

File Type Posted
2-Bid Form and Schedule - Supplee Farm.docx DOCX document
6-Project Substitution Changes Document.xlsx XLSX spreadsheet
4-General Instructions - Supplee Farm.docx DOCX document
5-Invitation to Bid - Supplee Farm.docx DOCX document
3-Evaluation Committee Spreadsheet - Supplee Farm.xlsx XLSX spreadsheet
9-Project Design - Supplee Farm.pdf PDF
1-Aquatic Resource Impact Table - Supplee Farm.docx DOCX document
10-Standards Sizes - Supplee Farm.pdf PDF
11-Prevailing Wage Determination - Supplee Farm.pdf PDF
8-Permit Approvals - Supplee Farm.pdf PDF
7-Question Addendum 1 - Supplee Farm.docx DOCX document
3-Invitation to Bid - Supplee Farm.pdf PDF
9-Evaluation Committee Spreadsheet - Supplee Farm.xlsx XLSX spreadsheet
10-Pre-Bid Meeting Addendum.docx DOCX document
1-Bid Form and Schedule - Supplee Farm.pdf PDF
7-Prevailing Wage Determination - Supplee Farm.pdf PDF
12-Bid Form and Schedule - Supplee Farm - updated 1.29.26.docx DOCX document
4-Permit Approvals - Supplee Farm.pdf PDF
2-General Instructions - Supplee Farm.pdf PDF
5-Project Design - Supplee Farm.pdf PDF
6-Standards Sizes - Supplee Farm.pdf PDF
11-Question Addendum.docx DOCX document
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3150-PM-BWEW0560 6/2024

Instructions

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF WATERWAYS ENGINEERING AND WETLANDS

Applicant’s Name / Client Daryl Supplee

GENERAL PERMIT AQUATIC RESOURCE IMPACT TABLE

FOR PENNSYLVANIA CHAPTER 105 WATER OBSTRUCTION AND ENCROACHMENT GENERAL PERMIT REGISTRATIONS

Please begin to complete the General Permit Aquatic Resource Impact Table by including the Applicant's Name / Client (upper right of the page). Also, complete the Project / Site Name (upper left of the table) and the date of registration package submission (upper right of the table, under Applicant's Name / Client). Then complete one row of data for each regulated (PA DEP Chapter 105) structure or activity and type of impact for the proposed project based on the instructions for each column below; add additional worksheets if needed. Provide completed General Permit Aquatic Resource Impact Table with Chapter 105 Water Obstruction and Encroachment General Permit (GP) Registration; DO NOT submit instructions or examples (pages 1-3) for this table.

DEP Permit Number: leave blank, it will be completed by DEP upon permit acknowledgment/issuance/verification.

Project Information provide the appropriate information based on the details on each impact for the project.

Structure / Activity Identifier: provide a unique identifier for each regulated structure and/or activity being proposed, typically a name and number; this same unique identifier should be used in all aspect of the permit registration/application package. (i.e. GP-5-1, GP-5-2).

Watercourse / Wetland / provide whether the impacted aquatic resource is either a watercourse or wetland or body of water. If more than one resources is impacted Body of Water: a separate line should be provided for each impact. Floodway impacts should not be included*.

Latitude of impact: provide the latitude of the aquatic resource impact in decimal degrees (most online mapping tools provide this by clicking or right clicking).

Longitude of impact: provide the longitude of the aquatic resource impact in decimal degrees (most online mapping tools provide this by clicking or right clicking).

Waters Name: provide the name of the stream or other body of water (if available). eMapPA can assist in locating names.

PA Code Chapter 93 Designation: provide the Chapter 93 Designation for the aquatic resource (i.e. HQ-CWF, WWF, EV, MF and for wetlands EV or Other) to Identify Chapter 93: Use eMapPA, or designation in Chapter 93, and identify Existing Use if more protective.

Work Proposed: provide the type of work proposed to impact the resource; (i.e - aerial utility line, horizontal drill/boring, utility line, road, placement of fill, etc.).

PA DEP Chapter 105 Impacts provide the appropriate information based on the details on each impact for the project.

Impact Type: provide the type of aquatic resource impact: temporary or permanent. (See Below).

Impact Area: provide the area of the aquatic resource impact in square feet.

Impact Length: provide the length of the aquatic resource impact in feet, for all Resource Types. (measured along the longest length of the impact).

PADEP Impact Type: temporary or permanent.

Permanent Impacts are those areas affected by a water obstruction or encroachment that consist of both direct and indirect impacts that result from the placement or construction of a water obstruction or encroachment and include areas necessary for the operation and maintenance of the water obstruction or encroachment located in, along or across, or projecting into a watercourse, floodway* or body of water.

Temporary Impacts are those areas affected during the construction of a water obstruction or encroachment that consists of both direct and indirect impacts located in, along or across, or projecting into a watercourse, floodway or body of water that are restored upon completion of construction. This does not include areas that will be maintained as a result of the operation and maintenance of the water obstruction or encroachment located in, along or across, or projecting into a watercourse, floodway* or body of water (these are considered permanent impacts).

* As noted on the above table, Chapter 105 General Permits do not authorize any significant change to water surface profiles. Roadway approaches to bridges and culverts should be constructed at original grades where possible. Where necessary, depth of fill in the approaches shall be minimized to allow overflow of the roadway during periods of high water.

Therefore, the General Permit ARIT does not need to include floodways as a “type of impact”. See General Permit conditions for additional information.

NOTE: Form 3150-PM-BWEW0560 or equivalent must be submitted with GP Registrations. Applicants may choose to submit their own version of this table, as long as the minimum information is included, with additional columns placed to the right in a spreadsheet format. Many applicants choose to provide additional information or data to help DEP reviewers understand the type of aquatic resource, its condition, the nature of the impact, or simply to cross-reference the impact locations to maps, plans, or other application materials. Additional information often allows for a more efficient DEP review, and cross references to corresponding supplemental information is helpful and leads to less questions.

https://gis.dep.pa.gov/emappa/ https://gis.dep.pa.gov/emappa/ https://www.dep.pa.gov/Business/Water/CleanWater/WaterQuality/StreamRedesignations/Pages/Statewide-Existing-Use-Classifications.aspx

Application

COMMONWEALTH OF PENNSYLVANIA

Applicant’s Name / Client: Daryl Supplee

GENERAL PERMIT AQUATIC RESOURCE IMPACT TABLE

FOR PENNSYLVANIA CHAPTER 105 WATER OBSTRUCTION AND ENCROACHMENT GENERAL PERMIT REGISTRATION

Project / Site Name: Supplee Farm Stream Restoration Project Date: 3/5/2025

DEP USE

ONLY Project Information PA DEP / 105

PADEP

Permit

Number

Structure / Activity Unique

Identifier

Watercourse / Wetland /

Body of Water

Latitude

Longitude

Waters Name

PA Code Chapter 93 Designation

Work

Proposed

Facility / Impact Type

(temp / perm)

Impact Area in

Square Feet (W x L)

Impact Length in feet

GP-1 Watercourse 39.786811 -76.168174 Conowingo Creek CWF Toe Log 1 PERM 5 x 45 = 225 45 GP-1 Watercourse 39.786844 -76.168135 Conowingo Creek CWF Random Boulder

Cluster 1 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.786866 -76.168149 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-3 Watercourse 39.786857 -76.168094 Conowingo Creek CWF Bank Grading 1 PERM 35 x 27 = 945 27 GP-1 Watercourse 39.78689 -76.168192 Conowingo Creek CWF Rock Cross

Vane 1 PERM 55 x 50 = 2750 50

GP-1 Watercourse 39.786907 -76.168105 Conowingo Creek CWF Random Boulder Cluster 2

PERM 3 x 35 = 105 35

GP-1 Watercourse 39.7869 -76.168028 Conowingo Creek CWF Root Wad 1 PERM 6 x 4 = 24 4 GP-1 Watercourse 39.786952 -76.168006 Conowingo Creek CWF Riffle 1 PERM 20 x 25 = 500 25 GP-1 Watercourse 39.786988 -76.167925 Conowingo Creek CWF Root Wad 2 PERM 6 x 4 = 24 4 GP-1 Watercourse 39.787029 -76.167872 Conowingo Creek CWF Mudsill 1 PERM 8 x 32 = 256 32 GP-3 Watercourse 39.787036 -76.167948 Conowingo Creek CWF Bank Grading 2 PERM 35 x 27 = 945 27 GP-3 Watercourse 39.787103 -76.167834 Conowingo Creek CWF Rock Toe 1 PERM 3 x 25 = 75 25 GP-1 Watercourse 39.787108 -76.167865 Conowingo Creek CWF Random Boulder

Cluster 3 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.787174 -76.167786 Conowingo Creek CWF Mudsill 2 PERM 8 x 34 = 272 34 GP-1 Watercourse 39.787189 -76.167829 Conowingo Creek CWF Random Boulder

Cluster 4 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.78727 -76.16779 Conowingo Creek CWF Riffle 2 PERM 20 x 28 = 560 28 GP-1 Watercourse 39.787315 -76.167705 Conowingo Creek CWF Mudsill 3 PERM 8 x 34 = 272 34 GP-3 Watercourse 39.787383 -76.167643 Conowingo Creek CWF Bankfull Bench 1 PERM 5 x 50 = 250 50 GP-1 Watercourse 39.787467 -76.16756 Conowingo Creek CWF Mudsill 4 PERM 8 x 20 = 160 20 GP-1 Watercourse 39.787542 -76.167592 Conowingo Creek CWF Random Boulder

Cluster 5 PERM 3 x 35 = 105 35

GP-3 Watercourse 39.787576 -76.167543 Conowingo Creek CWF Rock Toe 2 PERM 3 x 40 = 120 40 GP-1 Watercourse 39.787612 -76.167561 Conowingo Creek CWF Riffle 3 PERM 15 x 32 = 480 32 GP-1 Watercourse 39.787719 -76.167496 Conowingo Creek CWF Mudsill 5 PERM 8 x 54 = 432 54 GP-1 Watercourse 39.787753 -76.167542 Conowingo Creek CWF Random Boulder

Cluster 6 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.787819 -76.167563 Conowingo Creek CWF Riffle 4 PERM 17 x 28 = 476 28 https://gis.dep.pa.gov/emappa/

COMMONWEALTH OF PENNSYLVANIA

GP-3 Watercourse 39.787891 -76.167538 Conowingo Creek CWF Rock Toe 3 PERM 3 x 22 = 66 22 GP-1 Watercourse 39.787941 -76.167567 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-6 Watercourse 39.788025 -76.167673 Conowingo Creek CWF Stream Crossing

PERM 16 x 58 = 928 58

GP-1 Watercourse 39.788129 -76.167728 Conowingo Creek CWF Mudsill 6 PERM 8 x 42 = 336 42 GP-1 Watercourse 39.788097 -76.167755 Conowingo Creek CWF Random Boulder

Cluster 7 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.788221 -76.167878 Conowingo Creek CWF Brush Mattress 1 PERM 20 x 45 = 900 45 GP-1 Watercourse 39.788172 -76.167954 Conowingo Creek CWF Random Boulder

Cluster 8 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.788212 -76.16811 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.788162 -76.168121 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.788163 -76.168183 Conowingo Creek CWF Root Wad 3 PERM 6 x 4 =24 4 GP-1 Watercourse 39.788185 -76.168256 Conowingo Creek CWF Rock Toe 4 PERM 3 x 34 = 102 34 GP-1 Watercourse 39.78821 -76.168248 Conowingo Creek CWF Random Boulder

Cluster 9 PERM 3 x 35 = 105 35

GP-3 Watercourse 39.788252 -76.168325 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.788204 -76.168341 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.788252 -76.168434 Conowingo Creek CWF Random Boulder Cluster 10

PERM 3 x 35 = 105 35

GP-3 Watercourse 39.788256 -76.168501 Conowingo Creek CWF Rock Toe 5 PERM 3 x 49 = 147 49 GP-1 Watercourse 39.788309 -76.168593 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-3 Watercourse 39.788351 -76.168662 Conowingo Creek CWF Rock Toe 6 PERM 3 x 37 = 111 37 GP-1 Watercourse 39.788377 -76.168661 Conowingo Creek CWF Random Boulder

Cluster 11 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.788393 -76.168723 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.788504 -76.168821 Conowingo Creek CWF Mudsill 7 PERM 8 x 51 = 408 51 GP-1 Watercourse 39.788622 -76.168837 Conowingo Creek CWF Root Wad 4 PERM 6 x 4 = 24 4 GP-1 Watercourse 39.788757 -76.168889 Conowingo Creek CWF Mudsill 8 PERM 8 x 49 = 392 49 GP-1 Watercourse 39.788834 -76.168837 Conowingo Creek CWF Random Boulder

Cluster 12 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.78893 -76.168675 Conowingo Creek CWF Mudsill 9 PERM 8 x 60 = 480 60 GP-1 Watercourse 39.788976 -76.168851 Conowingo Creek CWF Brush Mattress 2 PERM 10 x 32 = 320 32 GP-1 Watercourse 39.789231 -76.168691 Conowingo Creek CWF Brush Mattress 3 PERM 18 x 51 = 918 51 GP-1 Watercourse 39.789077 -76.168932 Conowingo Creek CWF Mudsill 10 PERM 8 x 47 = 376 47 GP-1 Watercourse 39.789151 -76.168992 Conowingo Creek CWF Toe Log 2 PERM 5 x 30 = 150 30 GP-1 Watercourse 39.789258 -76.169022 Conowingo Creek CWF Mudsill 11 PERM 8 x 45 = 360 45 GP-1 Watercourse 39.789353 -76.16886 Conowingo Creek CWF Random Boulder

Cluster 13 PERM 3 x 35 = 105 35

GP-3 Watercourse 39.789429 -76.168832 Conowingo Creek CWF Rock Cross Vane 2

PERM 55 x 50 = 2750 50

GP-1 Watercourse 39.78954 -76.168944 Conowingo Creek CWF Random Boulder Cluster 14

PERM 3 x 35 = 105 35

COMMONWEALTH OF PENNSYLVANIA

GP-1 Watercourse 39.789752 -76.169046 Conowingo Creek CWF Mudsill 12 PERM 8 x 98 = 784 98 GP-1 Watercourse 39.789896 -76.168706 Conowingo Creek CWF Random Boulder

Cluster 15 PERM 3 x 35 = 105 35

GP-3 Watercourse 39.789855 -76.168572 Conowingo Creek CWF Bankfull Bench 2 PERM 5 x 48 = 240 48 GP-1 Watercourse 39.789906 -76.168465 Conowingo Creek CWF Random Boulder

Cluster 16 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.789913 -76.168337 Conowingo Creek CWF Mudsill 13 PERM 8 x 75 = 600 75 GP-1 Watercourse 39.79 -76.168266 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.790086 -76.168314 Conowingo Creek CWF Random Boulder Cluster 17

PERM 3 x 35 = 105 35

GP-1 Watercourse 39.790364 -76.168315 Conowingo Creek CWF Random Boulder Cluster 18

PERM 3 x 35 = 105 35

GP-1 Watercourse 39.790436 -76.168309 Conowingo Creek CWF Riffle 5 PERM 22 x 27 = 594 27 GP-3 Watercourse 39.790525 -76.168347 Conowingo Creek CWF Rock Cross

Vane 3 PERM 55 x 50 = 2750 50

GP-1 Watercourse 39.790647 -76.168292 Conowingo Creek CWF Brush Mattress 4 PERM 8 x 74 = 592 74 GP-1 Watercourse 39.790771 -76.168196 Conowingo Creek CWF Mudsill 14 PERM 8 x 50 = 450 50 GP-1 Watercourse 39.790753 -76.167999 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.790829 -76.168074 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.790917 -76.167899 Conowingo Creek CWF Mudsill 15 PERM 8 x 105 = 840 105 GP-1 Watercourse 39.790878 -76.167762 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.790772 -76.167638 Conowingo Creek CWF Mudsill 16 PERM 8 x 102 = 816 102 GP-1 Watercourse 39.790751 -76.167686 Conowingo Creek CWF Random Boulder

Cluster 19 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.790398 -76.167887 Conowingo Creek CWF Mudsill 17 PERM 8 x 90 = 720 90 GP-3 Watercourse 39.790368 -76.16762 Conowingo Creek CWF Bankfull Bench 3 PERM 5 x 50 = 250 50 GP-1 Watercourse 39.790418 -76.167556 Conowingo Creek CWF Random Boulder

Cluster 20 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.79041 -76.167416 Conowingo Creek CWF Mudsill 18 PERM 8 x 63 = 504 63 GP-1 Watercourse 39.790501 -76.167207 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-8 Watercourse 39.790539 -76.16725 Conowingo Creek CWF Temporary Crossing

TEMP 8 x 40 = 320 40

GP-1 Watercourse 39.790619 -76.167074 Conowingo Creek CWF Mudsill 19 PERM 8 x 98 = 784 98 GP-1 Watercourse 39.79088 -76.167116 Conowingo Creek CWF Riffle 6 PERM 16 x 31 = 496 31 GP-3 Watercourse 39.790966 -76.167176 Conowingo Creek CWF Bank Grading 3 PERM 35 x 87 = 3045 87 GP-1 Watercourse 39.791002 -76.167113 Conowingo Creek CWF Random Boulder

Cluster 21 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.791267 -76.166838 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.791292 -76.166924 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.791528 -76.166696 Conowingo Creek CWF Mudsill 20 PERM 8 x 142 = 1136 142 GP-1 Watercourse 39.79151 -76.166753 Conowingo Creek CWF Random Boulder

Cluster 22 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.791553 -76.167032 Conowingo Creek CWF Random Boulder Cluster 23

PERM 3 x 35 = 105 35

COMMONWEALTH OF PENNSYLVANIA

GP-1 Watercourse 39.791565 -76.167252 Conowingo Creek CWF Mudsill 21 PERM 8 x 67 = 536 67 GP-1 Watercourse 39.791695 -76.16741 Conowingo Creek CWF Random Boulder

Cluster 24 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.791695 -76.167504 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.791772 -76.167622 Conowingo Creek CWF Mudsill 22 PERM 8 x 69 = 552 69 GP-1 Watercourse 39.791986 -76.167662 Conowingo Creek CWF Brush Mattress 5 PERM 15 x 50 = 750 50 GP-1 Watercourse 39.791985 -76.167595 Conowingo Creek CWF Random Boulder

Cluster 25 PERM 3 x 35 = 105 35

GP-1 Watercourse 39.792353 -76.167398 Conowingo Creek CWF Brush Mattress 6 PERM 22 x 87 = 1914 87 GP-1 Watercourse 39.792509 -76.167601 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

GP-1 Watercourse 39.792442 -76.167654 Conowingo Creek CWF Rock/Log Vane

PERM 8 x 30 = 240 30

DEP USE ONLY

US Army Corps of Engineers impacts for PASPGP determination TOTAL linear feet of stream impacts

TOTAL acres of waters impacted

File details come from the government source that posted it. Updated .