1-Aquatic Resource Impact Table - Supplee Farm.docx

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Attached to
REBID - Supplee Farm Restoration Project
Solicitation number
Not on record
Issued by
Lancaster County, Pennsylvania

About this file

This file is a General Permit Aquatic Resource Impact Table submitted by applicant Daryl Supplee to the Commonwealth of Pennsylvania Department of Environmental Protection, Bureau of Waterways Engineering and Wetlands, for the Supplee Farm Stream Restoration Project located on Conowingo Creek in Fulton Township, Lancaster County. The project encompasses approximately 3,500 linear feet of stream restoration work involving the installation of 89 permanent in-stream structures and one temporary crossing within the watercourse. The structures include toe logs, root wads, brush mattresses, mudsills, rock/log vanes, rock cross vanes, riffles, random boulder clusters, bank grading, bankfull benches, rock toe placements, and stream crossings. All impacts are classified as permanent impacts to the watercourse, with total aquatic resource disturbance calculated in the impact area and length columns. The project operates under Pennsylvania Chapter 105 Water Obstruction and Encroachment General Permit registrations, with impacts identified at specific geographic coordinates (latitude and longitude in decimal degrees) along Conowingo Creek, designated as a Cold Water Fishery (CWF) resource under PA Code Chapter 93.

The Aquatic Resource Impact Table provides detailed documentation for each regulated structure and activity, listing unique identifiers (GP-1, GP-3, GP-6, GP-8), individual impact areas measured in square feet, and impact lengths measured in linear feet. The cumulative permanent impacts to the watercourse total approximately 29,644 square feet of aquatic resource disturbance across multiple structural installations, with one temporary crossing (GP-8) accounting for 320 square feet. All structures are positioned along continuous coordinates spanning the length of the project area, enabling cross-reference to project plans and construction specifications. This table serves as the baseline environmental documentation supporting the Army Corps of Engineers PASPGP-6 authorization (NAB-2025-00370-P12) and Pennsylvania DEP Environmental Assessment and 401 Water Quality Certification already obtained for the Supplee Farm Restoration Project.

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Text version

3150-PM-BWEW0560 6/2024

Application

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.

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 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 1
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
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 2
PERM
8 x 30 = 240
30
GP-6
Watercourse
39.788025
-76.167673
Conowingo Creek
CWF
Stream Crossing 1
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 3
PERM
8 x 30 = 240
30
GP-1
Watercourse
39.788162
-76.168121
Conowingo Creek
CWF
Rock/Log Vane 4
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 5
PERM
8 x 30 = 240
30
GP-1
Watercourse
39.788204
-76.168341
Conowingo Creek
CWF
Rock/Log Vane 6
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 7
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 8
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
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 9
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 10
PERM
8 x 30 = 240
30
GP-1
Watercourse
39.790829
-76.168074
Conowingo Creek
CWF
Rock/Log Vane 11
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 12
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 13
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 14
PERM
8 x 30 = 240
30
GP-1
Watercourse
39.791292
-76.166924
Conowingo Creek
CWF
Rock/Log Vane 15
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
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 16
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 17
PERM
8 x 30 = 240
30
GP-1
Watercourse
39.792442
-76.167654
Conowingo Creek
CWF
Rock/Log Vane 18
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 image1.png

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