20220316 Ver 1_401 Application_20220301

Preliminary ORM Data Entry Fields for New Actions
SAW — 201 - 202102406 BEGIN DATE [Received Date]:
Prepare file folder ❑
1. Project Name [PCN Form A2a]: Clark Farm
2. Work Type: Private ❑ Institutional ❑
3. Project Description / Purpose [PCN Form 133d and 133e]:
Industrial Development
Assign Action ID Number in ORM ❑
Government ❑ Commercial
4. Property Owner / Applicant [PCN Form A3 or A4]: VENTOSA LLC/Crow Holdings, Attn: Mr. Matt Cochrane
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form 135b]: None Known
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
NC 73 HWY Denver, NC 28037
35.4593820 /-81.0101160
8. Project Location -Tax Parcel ID [PCN Form 131a]: g0019, 87124, 90017, 91660, 86038, 91664, and 86037
9. Project Location — County [PCN Form A2b]: Lincoln
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Denver
11. Project Information — Nearest Waterbody [PCN Form 132a]: Forney Creek, Class C, Index #: 1 1-119-2-3
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 62d: Upper Catawba, 03050101
Authorization: Section 10 ❑ Section 404 ❑✓ Section 10 & 404 ❑
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 39
❑ Regional General Permit #
❑ Jurisdictional Determination Request
❑Pre -Application Request
Unauthorized Activity
0 Compliance
❑ No Permit Required
RECEIVED
MA R - 1 2022
Revised 20150602
tiN PERMIT1*Il`�0,

VIRONMENTAL
February 2, 2022
US Army Corps of Engineers NC Division of Water Resources
Charlotte Regulatory Field Office 401 and Buffer Permitting Unit
Attn: Ms. Krysta Stygar Attn: Mr. Paul Wojoski
8430 University Executive Park Drive, Suite 611 1617 Mail Service Center
Charlotte, North Carolina 28262 Raleigh, North Carolina 27699-1617
Re: Clark Farm - N 115.57 Acres
NC 73 HWY Denver, NC 28037
Nationwide Permit 39 Application
Action ID SAW-2021-02406 / DWR Project #: unknown
Krysta/Paul:
Atlas Environmental Inc is submitting the enclosed package on behalf of Crow Holdings, Mr.
Matt Cochrane for approval of a Nationwide Permit 39 verification for unavoidable impacts to
Waters of the United States. Atlas Environmental completed a Waters delineation on August
26, 2021 and September 8, 2021. There are five streams totaling 2,706 linear feet and six
wetlands totaling 0.058 acre. CH 100 is a perennial stream (259 linear feet, 0.016 acre), CH
200 is intermittent (260 linear feet, 0.017 acre), CH 300 is intermittent for a short distance in
the upper reach before transitioning to perennial (1,614 linear feet, 0.159 acre), and CH 400 is
perennial (195 linear feet, 0.010 acre). Forney Creek is a named perennial stream that partially
runs into the review are in the Western parcel (378 linear feet, 0.103 acre). WL 1000 (0.007
acre) is hydrologically connected to a stream that flows outside of the review area to the South.
WL 2000 (0.032 acre) abuts CH 200 to the North and CH 100 to the South. WL 2100 (0.002
acre) abuts CH 200 as it flows into the stream. WL 3000 (0.008 acre) abuts CH 300 towards
the lower reach of the stream. WL 4000 (0.007 acre) abuts CH 400 as it flows into the stream.
The enclosed permit application request is for impact S1 184 linear feet (0.0195 acre) of
perennial stream impact to facilitate construction of a road crossing to access other industrial
warehouse buildings, truck courts, employee parking for building three. The rip rap apron at
the outlet of the culvert will be embedded into the stream bed and is not considered an impact.
Impact S2 is for 20 linear feet of temporary impact at the inlet of the culvert to allow for a
pump around during construction. This temporary disturbance will include installation of a
coffer dam and temporary by-pass of flow. The coffer dam will be removed after culvert
installation is complete. The one permanent stream impact is defined as impact S1 which is
located on the perennial stream CH 300 above WL 3000. Impact S2 is necessary for temporary
impacts during construction.
All tributaries within the review area drain to Forney Creek which is Classifed as Class C. The
Corps approved the delineation and issued a preliminary jurisdictional determination on
December 9, 2021. A copy of the Jurisdictional Determination is included in this package.
ATLAS Environmental, Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

71W
2,706 linear feet of stream has been avoided which is over 93% of the streams. No wetland
impacts are proposed so all wetlands were avoided. The fill slopes at the one road crossing are
the steepest allowed for local approval. These slopes will be reinforced to remain stable.
Headwalls will be used at the end of the culvert.
Atlas is coordinating with Fish and Wildlife Service regarding Section 7 consultation. Suitable
habitat exists on site for Rhus michauxii, Hexastylis naniflora, and Helianthus schweinitzii. No
species were observed on site for Rhus michauxii or Hexastylis naniflora, however occurrences
of a similar species to Hexastylis naniflora were observed (Hexastylis arifolia). During the field
observations on August 26, 2021 and September 8, 2021, Atlas Environmental staff identified
six populations of Helianthus schweinitzii (Schweinitz's sunflower). Two plants will need to be
relocated to one of the other populations along the gas line right of way to avoid impacts at the
end of the state -maintained road. Known populations have been photographed and mapped
using a professional grade GPS. Enclosed is a copy of the Biological Opinion that has been
submitted to Rebekah Reid in the FWS Asheville office.
Enclosed is a copy of the NC Historic Preservation Office (HPO) Section 106 comment letter.
TRC was contracted to conduct a detailed survey within the Corps project area. Enclosed is a
copy of TRC's report that has been submitted to the SHPO office.
Enclosed are the necessary permit application documents and additional information. Thank
you for your attention to the enclosed request. Please contact me if you need any additional
information.
Best regards,
Jennifer L Robertson, President
[e-mail]
ATLAS Environmental, Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

�a
o/��0F, ,N A a7V
o
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Clark Farm
2b.
County:
Lincoln
2c.
Nearest municipality / town:
Denver
2d. Subdivision name:
not a subdivision
2e.
NCDOT only, T.I.P. or state
project no:
not a DOT project
3.
Owner Information
3a. Name(s) on Recorded Deed:
VENTOSA LLC
3b.
Deed Book and Page No.
2647 / 31, 1934 / 858, 1933 / 780
3c.
Responsible Party (for LLC if
applicable):
Matt Cochrane
3d.
Street address:
PO Box 9
3e.
City, state, zip:
Licolnton, NC 28093
3f.
Telephone no.:
3g. Fax no.:
n/a
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
Mr. Matt Cochrane
4c. Business name
(if applicable):
Crow Holdings
4d. Street address:
4064 Colony Rd Suite 405
4e. City, state, zip:
Charlotte, NC 28211
4f. Telephone no.:
[phone]
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Jennifer L Robertson
5b. Business name
(if applicable):
Atlas Environmental, Inc.
5c. Street address:
338 S. Sharon Amity Road #411
5d. City, state, zip:
Charlotte, NC 28211
5e. Telephone no.:
704-512-1206
5f. Fax no.:
no fax
5g. Email address:
[e-mail]
Page 2 of 10
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
90019, 87124, 90017, 91660, 86038, 91664, and 86037
1 b. Site coordinates (in decimal degrees):
Latitude: 35.459382' Longitude: - 81.010116'
1 c. Property size:
115.57 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Forney Creek
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Upper Catawba, 03050101
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: Commerical, Farm Land, and Residential Development
3b. List the total estimated acreage of all existing wetlands on the property: 0.058 acres wetlands
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2706 linear leet
3d. Explain the purpose of the proposed project: The purpose is to develop an industrial distribution/warehouse logistics
center that consists of three buildings that provides features and flexibility to attract a tenant(s).
3e. Describe the overall project in detail, including the type of equipment to be used: The project involves development of the
parcels into three industrial warehouses with associated infrastructure including trailer parking, employee parking, truck
courts, access roads, and five storm water SCM's. Typical construction equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
®Preliminary ❑Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Atlas Environmental
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
12/9/2021
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
Area of
number
Type of impact
Type of wetland
Forested
Corps (404, 10) or
impact
Permanent (P) or
(if known)
DWQ (401, other)
(acres)
Temporary T
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total wetland impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non-404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 P
Culvert
CH 300
PER
Corps
3.5
184
(0.0195)
S2 T
Other (Type In)
CH 300
PER
Corps
3.5
20
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
184'
permanent
3h. Total stream and tributary impacts:
(0.0195
ac) and
20'
temporary
3i. Comments: S2 is a temporary impact in order to pump around during construction. S1 is a permanent impact and is 184
linear feet of stream impacts which includes 156 linear feet of culvert for a road crossing.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number -
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water
impacts:
4g. Comments: no pond impacts are proposed
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f.
Total:
5g. Comments: no pond contruction proposed
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation. then vou MUST fill out Section D of this form.
6a.Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer impact
number-
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total buffer impacts:
6i. Comments: there are no state regulated stream buffers on site
Page 5 of 10
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
2522 linear feet of streams will be avoided, impacts are necessary to 7% of the streams on site mostly in order to access the
site, 0.056 acres of wetlands will be avoided, all welands were avoided, the steepest side slopes allowed to obtain local
approval has been used to avoid any additional stream or wetland impacts
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
numerous steep graded slopes are being used to avoid additional stream and wetland impacts, additional trailer parking was
desired but eliminated to avoid impacts
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
ElPayment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity none
Quantity none
Quantity none
3c. Comments: none
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
none linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
none square feet
4e. Riparian wetland mitigation requested:
none acres
4f. Non -riparian wetland mitigation requested:
none acres
4g. Coastal (tidal) wetland mitigation requested:
none acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
not applicable
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
none
none
3 (2 for Catawba)
none
Zone 2
none
none
1.5
none
6f. Total buffer mitigation required:
none
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
not applicable
6h. Comments: no comments
Page 7 of 10
PCN Form — Version 1.4 January 2009

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
>24% %
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Five large SCM's (water quality ponds) will be constructed. The plan is being approved locally. Storm runoff from the
buildings and impervious surfaces will be directed to the SCM. The wet ponds will be constructed with forebays and
littoral shelves.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Lincoln County
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Lincoln County
® Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
sanitary sewer
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCDENR Natural Heritage Program Map Viewer and GIS Layer; Section 7 FWS consultation is on -going
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
https://www.fisheries. noaa.gov/resource/map/essential-fish-habitat-mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
govemments have designated as having historic or cultural preservation
® Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC HPO comment letter enclosed as well as TRC report, the eligible site is being avoided
B. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA floodmaps GIS layer, there is a FEMA floodplain
located on a portion of the project site however no development will occur in this area
Jennifer L Robertson
T
2/2/2022
Applicant/Agent's Printed Name
�6+
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 10 of 10
PCN Form — Version 1.4 January 2009

VIRONMENTAL
AGENT AUTHORIZATION FORM
U.S. Army Corps of Engineers, Wilmington District
Attn: Mr. Scott McLendon, Chief, Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers, Streams — Compliance and Permitting Unit
Attn: Mr. Paul Wojoski, Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1650
I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement
holder of the property/properties identified below, hereby authorize Atlas Environmental Inc to act on my
behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are
regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are
authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of
conducting on -site investigations and issuing a determination associated with Waters of the US subject to
Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non-404
Wetlands subject to a permitting program administered by the State of North Carolina. Atlas
Environmental Inc is authorized to provide supplemental information needed for delineation approval
and/or permit processing at the request of the Corps or NC DWR Water Quality Program.
Project Name:
Lincoln Commerce Center
Property Owner of Record:
Walter Clark / Ventosa, LLC / East Lincoln Land Inc.
Contact Name:
Walter Clark
Address:
PO Box 9
Address:
Lincoln, NC 28093
Phone/Fax Number:
704-236-2440
Email Address:
[e-mail]
Project Address:
NC 73
Project Address:
Denver, NC 28037
90019, 87124, 90017, 91660, 86038, 91664, and 86037
Tax PIN:
Signature:
Date:
10/29/21
ATLAS Environmental Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
[e-mail]
www.atiasenvi.com
West - side

y
K�
�� RA,0 R1v I
RORMD
fs
1
-_-k- -------- ___ - - -_
__=_- __=__=___
-------- __ __-_--------------_____--____
ORIGIN OF DATA NOTE:
. SCALE' I'm 2W
NORTHARROW
®ro- AC RO-DS CITY OF DENVER, LINCOLN COUNTY, NORTH CAROL—
STREAMIMPACTS-OVERALL CHI CAROU—l(O UNCOLN, L.P.
ACRO DEVELOPMENT SERVICES M21-147E- CLARK FARMS WEST
ENGINEERS- SURVEYORS

OHE —�
OHS
C
06 Prop BMP\
/ I
0 Prop Building
G
Wetlands (Typ.) / �m Stream Impact S2
T�
Prop BMP
O.-P
NC HWY
— — 16
--------- ------ VARIABLE PUBLIC RW
— —� --- ._--------- 7----_-----_—.------- —-----_.--__ _
NORTH ARROW
SCALE: 1" = 200'
0' 100' 200' 400'
0' .5" 1" 2"
P-W
Stream Impact S1�
Stream Impact 1' I 1111111
Prop Building
ORIGIN OF DATA NOTE:
1. All Existing linework taken from "Boundary Survey of Parcel ID: 4603122239. 4603111318, 4603103856, 4603007263,
4602097292, 46021849M, 4602170931, 4602262724, 4602273637, 4602383345, 4602299511 Hwy 16 Catawba Springs Township
Lincoln County, North Carolina' dated 11/03/2021 created by SGC Surveying North Carolina, PLLC and provided by Crow Holdings.
2. Stream Delineation, Wetlands and Historic Area Infonnation provided by ATLAS Environmental
ACRO—D
CITY OF DENVER, LINCOLN COUNTY, NORTH CAROLINA
V
STREAM IMPACTS - OVERALL EXHIBIT
CHI CAROLINAS 103 LINCOLN, L.P.
ACRO DEVELOPMENT SERVICES
ENGINEERS -SURVEYORS
2021-147E- CLARK FARMS WEST

31
GM
GO
0"
Stream Impact S1
184 LF of Permanent Impact (Fill)
Perennial Stream
Area = 850 SF (0.0195 Ac)
Top of Reinforced Slope
Approximate Bottom of Reinforced Slope
( Stream Buffer
(from Top of Bank)
Stream Delineation
Stream Impact S2 y
20' temporary ^'
NORTH ARROW
Approximate Bottom of Reinforced lStop a
Transco
A I
So' Stream Bolter 1
.. from Top of Bank)
Top of Reinforced
h Proposed 5' Sidewalk
Still
ry�
t 56 LF d 50 inch RCP Culvert a 1.60 % ,(
- _ Installed 12' below stream channel
- US IE=711,50
DS IE = 709.00
46 (ice_
MQMI _
SCALE: 1" = 20'
0' 10, 20' 40'
0• 5• 1" 2•
ORIGIN OF DATA NOTE:
1. All Existing linework taken from 'Boundary Survey of Parcel ID: 4603122239, 4603111318, 4603103856, 4603007263.
4602097292, 4602184906, 4602170931. 4602262724, 4602273637. 4602383345. 4602299511 Hwy 16 Catawba Springs Township,
Lincoln County, North Carolina' dated I V0312021 created by SGC Surveying North Carolina, PLLC and provided by Crow Holdings.
2. Stream Delineation Information provided by ATLAS Environmental
'rn ACRO-DS CITY OF DENVER, LINCOLN COUNTY, NORTH CAROLINA
y ACRO DEVELOPMENT SERVICES STREAM IMPACTS - CULVERT EXHIBIT CHI CAROLINAS 103 LINCOLN, L.P.
ENGINEERS- SURVEYORS 2021-147E- CLARK FARMS WEST

\ \ 1
1 4♦ \ 1 1 1 1 1 1
1 1 I I 1 1
1 41- '
N
I 1 ,
I
' i
Stream Impact S1
I
ONE184 LF of Permanent Impact (Fill)
Perennial Stream
1 ; II Area = 850 SF (0.0195 Ac)
1
Top of Reinforced Slope ;
/
Approximate Bottom of Reinforced Slope ! '
r / '
i 50' Stream Buffer
% (from Top of Bank)
,
Stream Delineation
Stream Impact S2
20' temporary
O-DS
:)MENT SERVICES
*SURVEYORS
NORTH ARROW
Top of Reinforced Slope
Proposed 5' Sidewalk 1
/
156 LF of 60 inch RCP Culvert @ 1.60 %
Installed 12" below stream channel
US IE = 711.50
DS IE = 709.00
II I PrOpos�r 32, Die
' 1 I
1 1 1
I 1 1 1
I 1 1 1 1
I 1 1 I 1 I 1 I 1 I
I I I 1 1 1 1 1 I 1 1
-CA
1 I
SCALE: 1" = 20'
0'
10,
20'
40'
011
5,1
111
2"
ORIGIN C
1. All Existing linework taken from "Boundary Survey of Par
4602097292,4602184906,4602170931,4602262724,461
Lincoln County, North Carolina" dated 11/03/2021 created
2. Stream Delineation Information provided by ATLAS Enviro
CITY OF DENVER, LINCOLN COUNTY, NORTH CAROLINA
STREAM IMPACTS - CULVERT EXHIBIT
2021-147E - CLARK FARMS WEST

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-02406 County: Lincoln U.S.G.S. Quad: NC-Lowesville
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Crow Holdings
M Cochrane
Address: 4064 Colony Road Suite 405
Charlotte, NC 28211
Telephone Number: [phone]
E-mail: mchochranena.chindustrial.com
Size (acres) 115.57 Nearest Town Lowesville
Nearest Waterway Forney Creek RiverBasin Santee
USGS HUC 03050101 Coordinates Latitude:35.459382
Longitude:-81.010116
Location description: Projectis comprised of multiple parcels west of NC 73 HWY, near the town of Denver, Lincoln County,
North Carolina. PIN(s):90019,87124,90017,91660,86038.91664,86037
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appearto be waters onthe above described project area/property, thatmay be subjectto Section 404 ofthe Clean Water
Act (CWA)(33 USC § 1344) and/or Section 10 ofthe Rivers and Harbors Act (RHA) (33 USC § 403). The waters have been
delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. Theapproximate boundaries
of these waters are shown on the enclosed delineation map dated 12/8/2021. Therefore this preliminary jurisdiction determination
maybe used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of
impacts, compensatory mitigation requirements, and o th er resource protection measures, a permit decision made on the basis of a
preliminaryJDwill treat all waters andwetlands thatwouldbe affected in any wayby the permitted activity on the site as if they
are jurisdictional waters of the U.S. This prelim inary determination is not an appealable action underthe Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable
action, by contacting the Corps district for further instruction.
❑ There appear to be waters on the above described project area/property, that maybe subject to Section 404 ofthe Clean Water
Act (CWA)(33 USC § 1344) and/or Section 10 ofthe Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters
have not been properly delineated, this preliminaryjurisdiction determination may not be used in the permit evaluation process.
Without a verified wetland delineation, this preliminary determination is merely an effective presumption of C WA/RHA
jurisdiction over aHof the waters at the project area, which is not sufficiently accurate and reliable to support an enforceable
permit decision. We recommend thatyou have the waters on yourproject area/property delineated As the Corps may not be able
to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can
be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within theabove described project area/property subjectto the permit
requirements of Section I Oof the Rivers andHarbors Act (RHA) (33 USC § 403) and Section 404 ofthe Clean WaterAct
(CWA)(33USC§ 1344). Unless there is a change in law or our published regulations, this determination maybe relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waterson the above described project area/property subject to the permit requirements of Section 404 ofthe Clean
Water Act(CWA)(33USC§ 1344). Unless there is a change in the law or ourpublished regulations, this determination maybe
relied upon fora period not to exceed five years from the date of this notification.
❑ We recommend you have the waters on your project area/property delineated. As the Corps may notbe able to accomplish
this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by
the Corps.
❑ The waters on yourproject area/property have been delineated and the delineation has been verifiedby theCorps. The
approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly suggest youhave
this delineation surveyed Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey

SAW-2021-02406
will provide an accurate depiction of all areas subject to CWA jurisdictionon yourproperty which, provided there is no change in
the law orourpublished regulations, maybe relied upon fora periodnotto exceed five years.
❑ The waters have been delineatedand surveyed and are accurately depicted on theplat signed by the Corps Regulatory Official
identified below onDATE. Unless there is a change in the law or ourpublishedregulations, this determination maybe relied
upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subj ectto the
permit requirements of Section404of the Clean WaterAct (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination maybe relied upon fora period not to exceed five years from the date ofthis notification.
❑ The property is located in one ofthe 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAM A).
You should contactthe Division ofCoastalManagementin Morehead City, NC, at [phone] to deternminetheir
requirements.
Placementof dredged or fill material within waters of the US, including wetlands, without a Department ofthe Army permit may
constitute a violationof Section301 of the Clean WaterAct (33 USC § 1311). Placementof dredged or fill material, construction or
placementof structures, orwork within navigable waters ofthe United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers andHarbors Act (33 USC § 401 and/or403). If you haveany questions
regardingthis determination and/ortheCorps regulatory program, please contact Krystvnka B Stygar at252-545-0507or
kry sty nka.b.stygar(a)usace.a rmy, m it .
C. Basis For Determination: Based on information submitted by the applicant and available to the U.S.
Army Corps of Engineers, the project area exhibits criteria for waters of the U.S. as defined in 33
CFR 328, Regulatory Guidance Letter 05-05, and the 1987 Wetland Delineation Manual, and/or
Regional Supplement to the 1987 Manual: Eastern Piedmont and Mountains v2.0 See the preliminary
Jurisdictional determination form dated 12/9/2021.
D. Remarks: See attached approximate aquatic resource sketch map entitled, " Clark Farm " 1210812021
E. Attention USDA Program Participants
This delinea tion/determination has been conducted to identify the limits of C orps' C lean Water Act j urisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, oranticipateparticipation in USDA programs, you should request
a certified wetla nd determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR
Part331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal
(RFA) form. If you request to appeal this determination you must submit a completed RFA form to the
following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr. Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth StreetSW, F1oorM9
Atlanta, Georgia 30303-8803
AND
PH I LI P.A. SHANNINna.USACE.ARM Y. MIL
In orderforan RFAto be accepted bythe Corps, theCorps must determine that it is complete, thatit meets the criteria forappeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days ofthe date ofthe NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
* *It is not necessary to submit an RFA form to t) a Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official: / L
Date of JD:12/9/2021 Expiration Date ofJD: Not applicable

SAW-2021-02406
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http : //corp smapu. usace. army.mi l/cm_apex/Pp=13 6:4:0
Copy furnished:
Agent:
Atlas Environmental, Inc
Jennifer Robertson
Address:
338 S. Sharon Ami , Road
Charlotte, NC 28211
Telephone Number:
704-512-1206
E-mail:
jrobertsonaatlasenvi.com
Property Owner: Ventosa LLC/ East Lincoln Land CompanX
Walter Clark
Address: PO Box 9
Lincoln. NC 28093
Telephone Number: 704-236-2440
E-mail: curuhartaa.chindustrial.com

A-"' QN CW INISTRATIVE APPEAL OPTION - ROCESS AND MD
REQUEST FOR APPEAL
W
Applicant: Crow Boldings, 4Cochrane File Number: SAW-2021-02406 Date: 12/9/2021
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information maybe found at orhttp://www.usace.atmy.miUMissions/CivilWorks/RegulatoryProammandPermits.ash
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and yourwork is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appealthe permit, including its terms and conditions, and approved j urisdictiona I determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard orLOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit yourright to appeal the perm it in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address allof yourconcerns, (b) modify the permit to address some of your
objections, or (c) not modify the perm it having determined that the perm it should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appealthe permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard orLOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sendingthe form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit underthe Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may acceptor appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JDunder the Corps of Engineers
Administrative AppealProcess by completing Section 11 of this form and sending the form to the district engineer. This forni
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe yourreasonsforappealingthe decision oryourobjectionstoaninitial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where yourreasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum forthe
record of the appea I conference ormeeting, and any supplemental information that the review officerhas determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
I f you have questions regardingthis decision and/orthe
If you only have questions regardingthe appealprocess you may
appealprocess you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
MR.PHILIPA.SHANNIN
Attn: Krystynka B Stygar
ADMINISTRATIVE APPEAL REVIEW OFFICER
Charlotte Regulatory Office
CESAD-PDS-O
U.S Army Corps of Engineers
60 FORSYTH STREET SOUTHWEST, FLOOR M9
8430 University Executive Park Drive, Suite 615
ATLANTA, GEORGIA 30303-8803
Charlotte, North Carolina 28262
PHONE: [phone]; FAX [phone]
EMAIL: PHILIP.A.SHANNINaa USACE.ARMY.MIL
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appealprocess. You will be provided a 15-day
notice of any site investigation, and will have the opportunity to participate in all site investi tions.
Date:
Telephone number:
Signature ofappellantoragent.
For appeals on Initial Proffered Permits send this firm to:
District Engineer, Wilmington Regulatory Division, Attn: Krpsty nka BStygar,8430University Executive Park Drive Suite
615, Charlotte, North Carolina, 28262
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1 OM15, Atlanta, Georgia 303034801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 11/15/2021
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Crow Holdings, M Cochrane, 4064 Colony
Road Suite 405, Charlotte, NC 28211
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Clark Farm, SAW-2021-
02406
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: PIN(s):
90019, 87124, 90017,91660,86038,91664, 86037
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Lincoln City: Lowesville
Center coordinates of site (lat/long in degree decimal format): Latitude:35.459382 Longitude:-81.0101 16
Universal Transverse Mercator:
Name of nearest waterbody: Forney Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
®Field Determination. Date(s): December 08, 2021
TABLE OFAQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site Number
Latitude
Longitude
Estimated
Type of aquatic resources
Geographic
(decimal
(decimal
amountof
(i.e., wetland vs. non-
authority to
degrees)
degrees)
aquatic
wetland waters)
which the
resources in
aquatic
reviewarea
resource"may
(acreage and
be" subject
linear feet, if
(i.e., Section
applicable
404 or Section
10/404)
CH 100
35.45749
-81.01111
259 LF
Non -wetland waters
Section 404
CH 200
35.45809
-81.01119
260 LF
Non -wetland waters
Section 404
CH 300
35.46405
-81.01180
1614 LF
Non -wetland waters
Section 404
CH 400
35.46393
-81.01067
195 LF
Non -wetland waters
Section 404
Forney Creek
35.46479
-81.01448
378 LF
Non -wetland waters
Section 404
WL 1000
35.45633
-81.00982
0.007 acres
Wetland
Section 404
W L 2000
35.45767
-81.01101
0.032 acres
Wetland
Section 404
W L 2100
35.45829
-81.01104
0.002 acres
Wetland
Section 404
W L 3000
35.46396
-81.01277
0.008 acres
Wetland
Section 404
WL4000
35.46372
-81.01035
0.007acres
I Wetland
Section 404

1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general
permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of
jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subjectpermit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative orjudicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "maybe"waters of the U.S. and/or that there "maybe" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative

record and are appropriately cited:
N Maps, plans, plots or plat submitted by or on beha if of the PJD requestor:
Map: Atlas Envi ronmenta I forCrow Holdings. LLC
N Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
❑ Office concurs with data sheets/delineation report.
❑ Office doesnot concurwith data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
El Corps navigable waters' study:
N U.S. Geological Survey Hydrologic Atlas:
N USGS NHD data:
N USGS 8 and 12 digit HUC maps:
N U.S. Geological Survey map(s). Cite scale & quad name: Lowesville: Figure 4, 08/20/2021
N Natural Resources Conservation Service Soil Survey. Citation:
N National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
® FEMA/FIRM maps: NFHL, Figure 8. 08/20/2021
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
0Photographs: N Aerial (Name & Date): Figure7,08/20/2021
or N Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
NOther information (please specify): Lincoln Coun , Property Record Cards, Aquatic Resource Sketch Map
08/31/2021.Lida r Figure 9 (08/20/2021)
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps
and should not be relied upon for later jurisdictional determinations.
A�a )9�—
Signature and date of Pegulatory
staff member completing PJD
12/9/2021
Signature and date of person requesting PJD
(REQUIRED, unless obtainingthe signature is
impracticable)'
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respondwithin the established
time frame, the district may presume concurrence and no additional follow ups necessary prior to finalizing an action.

Aquatic Resource Sketch Ma
Detail 3: P . 5
Detail 2: Pa 4
- - - - - - - - - -
w
fJ
�.a
1 I�
---- - - - - -- ---
Legend
G7 Review Area
o Streets
E--] Lincoln Co. Parcels Detail 1: Pg. 3
Contours: 2 Ft r------
Delineation
® Perennial '
Intermittent Tbov Denmark Dr
Wetland
Project Name: Clark Farm
.___ _ /Q C Location: NC 73 HWY Denver, NC 28037
W
\�.._i. IRONMENTAL For: Crow Holdings Attn: Mr. Matt Cochrane
Page 1 of 5 Figure: la Coordinates: 35.459382,-81.010116
Sketch Map provided for illustrative purposes and
preliminary planning only. Not intended to be relied upon
for exact location, dimension, or orientation. All findings
and assessments are subject to verification from the
Army Corps of Engineers, NC Division of Water
Resources, and/or other appropriate local authorities.
Do not reproduce map set except in its entirety.
Paul
0 300 600 900 1200 Ft
3100 PWS
Date: December 07, 2021 Updated: December 08, 2021

Page 2 of 5
IRONMFNTAL
Figure: lb
Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037 1
For: Crow Holdings Attn: Mr. Matt Cochrane
Coordinates: 35.459382,-81.010116
Date: December 07, 2021 Updated: December 08, 2021

Potential Wetland
WL 2100: - 0.002 Ac
Potential Non Wetland
CH 2O0: - 260 LF, 0.017 Ac
IPotential Wetland I
WL 2000: - 0.032 Ac
Potential Non Wetland
CH 100: - 259 LF, 0.016 Ac
Legend
O Review Area
o Streets
Lincoln Co. Parcels
Contours: 2 Ft
Delineation
M Perennial
Intermittent
Wetland
Low
uatic Resource Sketch Ma
Potential Wetland
WL 1000: - 0.007 Ac
0 50 100 150 200 Ft
Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037 1
For: Crow Holdings Attn: Mr. Matt Cochrane
Page 3 of 5 Detail 1 Figure: is Coordinates: 35.459382,-81.010116 Date: December 07, 2021 Updated: December 08, 2021

Legend
O Review Area
Streets
0 Lincoln Co. Parcels
Contours: 2 Ft
Delineation
Perennial
Intermittent
Wetland
IiRONMlENTAL
Page 4 of 5 Detail 2 Figure: 1d
uatic Resource Sketch Ma
Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037
For: Crow Holdings Attn: Mr. Matt Cochrane
Coordinates: 35.459382,-81.010116
Potential Non Wetland
Fornev Creek: - 378 LF 0.103 Ac
0 50 100 150 200 Ft
Date: December 07, 2021 Updated: December 08, 2021

uatic Resource Sketch Ma
Potential Non Wetland
CH 300: - 1614 LF, 0.159 Ac
Potential Wetland
WL 3000: - 0.008 Ac
Potential Wetland ~
WL 4100: - 0.002 Ac
Potential Non Wetland
CH 400: - 195 LF, 0.010 Ac
Potential Wetland
Legend WL 4000: - 0,007 Ac
Review Area
o Streets
O Lincoln Co. Parcels
Contours: 2 Ft
Delineation
Perennial
Intermittent 0 50 100 150 200 Ft
Wetland
ElEbOF
`
wInI''
Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037 1
For: Crow Holdings Attn: Mr. Matt Cochrane
5 of 5 Detail 3 Figure: le Coordinates: 35.459382,-81.010116 1 Date: December 07, 2021 Updated: December 08, 2021

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Parcel 86037 Map 4603
Pin 4603-12-2239 Acres 0.092
Subdivision TRACT#3 WALTER CLARK 1387 Plat Book -Page N/A
OWNER INFORMATION
Owner Name: CLARK WALTER
Deed:
1872-686
Mailing Address: PO BOX 9
Deed Year:
2008
NC 28093
Account: 0115922
Deed Acres:
0.071
Fire District: EAST LINCOLN
Mapped Acres:
0.092
Township: CATAWBA SPRINGS
Neighborhood: 594I1
Land Market Value:
$517
Description: TRACT#3 WALTER CLARK 1387
Improvement Market Value:
$0
Category: REAL
Total Market Value:
$517
Sales History
Deed Sales Date Type Sale Price
Qualify Stamp
Deed Name
1872-686 12/05/2008 SPL $0
T
CLARK WALTER
1872-686 11/16/2006 WD $1,559,000
A 3118
CLARK WALTER
1824-267 06/16/2006 SPL $0
T NORMAN
PLANTATION INC
Land Segments
Segment Zone Code Land Type Land Code Quantity Land Use Acres
1 I-G AC IR 0.092 0.000
Improvements
No Improvements
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B
Parcel 91664
Map 4603
Pin 4603-11-1318
Acres 15.736
Subdivision H.S. CHERRY RD 138
Plat Book -Page N/A
OWNER INFORMATION
Owner Name: EAST LINCOLN LAND CO INC
Deed:
711-505
Mailing Address: PO BOX 9
Deed Year:
1989
NC 28093
Account: 36276
Deed Acres:
Fire District: EAST LINCOLN
Mapped Acres:
15.736
Township: CATAWBA SPRINGS
Neighborhood: 594I1
Land Market Value:
$97,200
Description: H.S. CHERRY RD 138
Improvement Market Value:
$0
Category: REAL
Total Market Value:
$97,200
Sales History
Deed Sales Date Type Sale Price
Qualify Stamp
Deed Name
711-505 04/12/1989 SPL $0
T
EAST LINCOLN LAND CO
Land Segments
Segment Zone Code Land Type
Land Code Quantity
Land Use Acres
1 I-G AC
IR 15.736
0.000
Improvements
No Improvements
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Parcel 86038 Map 4603
Pin 4603-10-3856 Acres 3.937
Subdivision TRACT#2 WALTER CLARK 1387 Plat Book -Page N/A
OWNER INFORMATION
Owner Name: CLARK WALTER
Deed:
1872-686
9
Mailing Address:
Deed Year:
2006
LIONCOX NC 28093
Account: 0115922
Deed Acres:
3.637
Fire District: EAST LINCOLN
Mapped Acres:
3.937
Township: CATAWBA SPRINGS
Neighborhood: 594I1
Land Market Value:
$11,811
Description: TRACT#2 WALTER CLARK 1387
Improvement Market Value:
$0
Category: REAL
Total Market Value:
$11,811
Sales History
Deed Sales Date Type Sale Price
Qualify Stamp
Deed Name
1872-686 11/16/2006 WD $1,559,000
A 3118
CLARK WALTER
1824-267 06/16/2006 SPL $0
T NORMAN
PLANTATION INC
Land Segments
Segment Zone Code Land Type Land Code Quantity Land Use Acres
1 I-G AC IR 3.937 0.000
Improvements
No Improvements
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Parcel 91660
Map 4603
Pin 4603-00-7263
Acres 27.786
Subdivision RMNDR TR#7 EAST LINCOLN
Plat Book -Page N/A
OWNER INFORMATION
Owner Name: EAST LINCOLN LAND CO INC
Deed:
2496-769
9
Mailing Address:
Deed Year:
2014
LIONCOX NC 28093
Account: 36276
Deed Acres:
Fire District: EAST LINCOLN
Mapped Acres:
27.786
Township: CATAWBA SPRINGS
Neighborhood: 594I1
Land Market Value:
$115,263
Description: RMNDR TR#7 EAST LINCOLN
Improvement Market Value: $0
Category: REAL
Total Market Value:
$115,263
Sales History
Deed Sales Date Type Sale Price Qualify
Stamp
Deed Name
2496-769 12/31/2014 SWD $0 E
EAST LINCOLN LAND COMPANY INC
733-505 04/12/1989 SPL $0 T
EAST LINCOLN LAND CO INC
Land Segments
Segment Zone Code Land Type Land
Code Quantity
Land Use Acres
1 I-G & R-T AC IR
27.786
0.000
Improvements
No Improvements
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B
Parcel 90017
Map 4602
Pin 4602-09-7292
Acres 35.467
Subdivision PT OF VENTOSA LLC LAND
Plat Book -Page N/A
OWNER INFORMATION
Owner Name: VENTOSA LLC
Deed:
1933-780
Mailing Address: PO BOX 9
Deed Year:
2007
NC 28093
Account: 0145510
Deed Acres:
Fire District: EAST LINCOLN
Mapped Acres:
35.467
Township: CATAWBA SPRINGS
Neighborhood: 594I1
Land Market Value:
$136,576
Description: PT OF VENTOSA LLC LAND
Improvement Market Value:
$0
Category: REAL
Total Market Value:
$136,576
Sales History
Deed Sales Date Type Sale
Price Qualify Stamp
Deed Name
1933-780 06/01/2007 SPL $0
T
VENTOSA LLC
Land Segments
Segment Zone Code Land Type
Land Code Quantity
Land Use Acres
1 I-G AC
IR 35.467
0.000
Improvements
No Improvements
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E
ACK
Parcel 90019 Map 4602
Pin 4602-17-0931 Acres 23.367
Subdivision PT OF DAVID CLARK LAND Plat Book -Page N/A
OWNER INFORMATION
Owner Name:
VENTOSA LLC
Deed:
2647-31
Mailing Address:
PO BOX 9
Deed Year:
2017
NC 28093
Account:
0145510
Deed Acres:
Fire District:
EAST LINCOLN
Mapped Acres:
23.367
Township:
CATAWBA SPRINGS
Neighborhood:
59411
Land Market Value:
$88,646
Description:
PT OF DAVID CLARK LAND
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$88,646
Sales History
Deed Sales Date
Type Sale Price
Qualify Stamp
Deed Name
2647-31 02/17/2017
NWD $0
C
VENTOSA LLC
1211-562 12/28/2000
SPL $0
T
CLARK DAVID SR ESTATE OF
Land Segments
Segment Zone Code
Land Type
Land Code Quantity
Land Use Acres
1 I-G
AC
IR 23.367
0.000
Improvements
No Improvements
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Parcel 87124 Map 4602
Pin 4602-18-4906
Subdivision WILSON LAND
Acres 9.186
Plat Book -Page N/A
OWNER INFORMATION
Owner Name: VENTOSA LLC
Deed:
1934-858
9
Mailing Address:
Deed Year:
2007
LION COX NC 28093
Account: 0145510
Deed Acres:
9.294
Fire District: EAST LINCOLN
Mapped Acres:
9.186
Township: CATAWBA SPRINGS
Neighborhood: 594I1
Land Market Value:
$50,865
Description: WILSON LAND
Improvement Market Value:
$0
Category: REAL
Total Market Value:
$50,865
Sales
History
Deed
Sales Date
yp
Type
Sale
Qualify Stamp
Price
1934-
12/05/2008
SPL
$0
T
858
1934-
06/05/2008
CMB
$0
Y
858
1934-
06/05/2007
CMB
$0
Y
858
1934-
06/05/2007
WD
$279,000
X 558
858
1933-
06/01/2007
SPL
$0
T
783
Deed Name
VENTOSA LLC
VENTOSA LLC
VENTOSA LLC
VENTOSA LLC
WILSON RUTH A & DIANNA A BROOKS & MARY SMITH & EARLENE
SLOAN
Land Segments
Segment Zone Code Land Type Land Code Quantity Land Use Acres
3 I-G AC IR 9.186 0.000
Improvements
No Improvements
https://arcgisserver.lincolncounty.org/taxparcelviewer/assets/Lincoln/PropertyReport. htm?87124 1 /1

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Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037
ONMENTAL For: Crow Holdings Attn: Mr. Matt Cochrane
Figure: 2 Coordinates: 35.459382° /-81.010116° Date: August 20, 2021

Legend
C Review Area
Streets
(� Lincoln Parcels
2 Ft Contours
Topographic Ma
r"
cc
Project Name: Clark Farm
_+ Location: NC 73 HWY Denver, NC 28037
IAONMENTAL For: Crow Holdings Attn: Mr. Matt Cochrane
Figure: 3 Coordinates: 35.4593820 /-81.0101160
4
Date: August 20, 2021
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Legend
Review Area
Streets
MI
Lincoln Parcels
I oil
USGS Topo
Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037
IRONIVIENTAL For: Crow Holdings Attn: Mr. Matt Cochrane
Figure: 4 Coordinates: 35.4593820 / -81.0101160
Date: August 20, 2021

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IRONMENTAL
Figure: 5
Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037
For: Crow Holdings Attn: Mr. Matt Cochrane
Coordinates: 35.4593820 /-81.0101160 Date: August 20, 2021

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- - - Project Name: Clark Farm
___ _ Location: NC 73 HWY Denver, NC 28037
IRONMENTAL For: Crow Holdings Attn: Mr. Matt Cochrane
Figure: 9 1Coordinates: 35.4593820 /-81.0101160 Date: August 20, 2021

National Hydrography Dataset
k
Legend
U- Review Area
o Streets
Lincoln Parcels
Streams
Ponds
0 500 1000 1500 2000 ft
2 Ft Contours
Project Name: Clark Farm
A Q Location: NC 73 HWY Denver, NC 28037
IRONIVIENTAL For: Crow Holdings Attn: Mr. Matt Cochrane
Figure: 10 Coordinates: 35.4593820 / -81.0101160
Date: August 20, 2021

National Wetland Inventory
Legend
r—1 Review Area
o Streets
0 Lincoln Parcels
2 Ft Contours
NWI
Freshwater Emergent Wetland
O Freshwater Forested/Shrub Wetland
Freshwater Pond
O Lake
Riverine
Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037
For: Crow Holdings Attn: Mr. Matt Cochrane
Figure: 11 1 Coordinates: 35.4593820 /-81.0101160 Date: August 20, 2021
0 500 1000 1500 2000ft

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- Project Name: Clark Farm
_ r Location: NC 73 HWY Denver, NC 28037
RONMENTAL For: Crow Holdings Attn: Mr. Matt Cochrane
Figure:12 Coordinates: 35.4593820 /-81.0101160 Date: August 20, 2021

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-mi Conservation Service Nabonal Cooperaws So/ Survey Pape 1 of
Project Name. Clark Farm
1 ' Location: NC 73 HWY Denver, NC 28037
IRONMENTAL
For: Crow Holdings Attn: Mr. Matt Cochrane
Figure. 13a F oordinates: 35.459382" /-81.010116" Date: August 20, 2021

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(� Location: Project Name: Clark Farm
1
___ ___. __ 1 /-� \ NC 73 HWY Denver, NC 28037
� �V
IRONMENTAL For: Crow Holdings Attn: Mr. Matt Cochrane
Figure: 13b Coordinates: 35.459382' /-81.010116` Date: August 20, 2021

Sr,] hdap—Linooln Ccunty, North Card na
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AQD
1.0
Percent of,AOI
0 J"a
Ce62
Cecil sandy Gay loam. 2 to 8
percent slopes, moderately
eroded
LdB2
Lloyd sandy clay loam, 2 to 8
17.3
15.0%
percent slopes, moderately
eroded
LdC2
Lloyd sandy clay loam, 8 to 15
7.8
6.7%
paroent slopes, moderately
eroded
MaU
Madison sandy loam, 15 to 25
15.2
132%
percent slopes
Md82
Madison sandy clay loam, 2 to
34.1
29 5%
6 percent slopes, moderately
eroded
MdC2
Madison sandy clay loam, 8 to
37.8
32.7%
15 percent slopes,
moderately eroded
PaC
Pacolet sandy loam, 6 to 15
2.4
2.0%
percent slopes
Totals for Area of Interest
115.6
100.0%
Disscl ed
Project Name: Clark Farm
Location:
NC 73 HWY Denver, NC 28037
IRONMENTAL For: Crow Holdings Attn: Mr. Matt Cochrane
Figure: 13c rcoordinateS: 35.4593823 /-81.010116' Date: August 20, 2021

Upper Leepers Creek
Lower Leepers Creek
Legend
O Review Area
O Lincoln County
0 HUC 12
ITIAS
1poNMENTAL
Figure: 14
HUC 12 Watershed
Upper Dutchnnans Creek
Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037
For: Crow Holdings Attn: Mr. Matt Cochrane
Coordinates: 35.4593820 /-81.0101160
Catawba River -(fake Norman
Mountain Island Lake
Date: August 20, 2021
0 0.5 1 1.5 2 mil

South Fork Catawba
Legend
O Review Area
O Lincoln County
O HUC 8
71 WIRONIVIENTAL
Figure: 15
HUC 8 Watershed
Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037
For: Crow Holdings Attn: Mr. Matt Cochrane
Coordinates: 35.4593820 /-81.0101160
Upper Catawba
0 1 2 3 4mi
Date: August 20, 2021

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2021-07-28
- 30-Day Rolling Total
A I
I 1
30-Year Normal Range
2021-06-28
02A-08-27
Feb Mar Apr May Jun Jul Aug Sep Oct NOV Dec Jan
2021 2021 2021 2021 2021 2021 2021 2021 2021 2021 2021 2022
Coordinates
35.459382,-81.010116
Observation Date
2021-08-27
Elevation (ft)
767.84
Drought Index (PDSI)
Mild drought
WebWIMP H2O Balance
Dry Season
Figure and tables made by the
Antecedent Precipitation Tool
Version 1.0
Written by Jason Deters
U.S. Army Corps of Engineers
30 Days Ending
30 %ile (in)
70 %ile (in)
Observed (in)
Wetness Condition
Condition Value
Month Weight
Product
2021-08-27
2.486221
5.403543
2.586614
Normal
2
3
6
2021-07-28
2.909843
4.725984
6.629921
Wet
3
2
6
2021-06-28
3.026378
4.821654
3.72441
Normal
2
1
2
Result
Normal Conditions - 14
Weather Station Name
Coordinates
Elevation (ft)
Distance (mi)
Elevation 0
Weighted A
Days (Normal)
Days (Antecedent)
MT HOLLY 4 NE
35.3339,-80.9867
609.908
8.77
157.932
5.331
10846
90
WESTPORT 1.8 S
35.4814,-80.9728
808.071
2.593
40.231
1,271
40
0
STANLEY 4.8 E
35.3678,-81.013
750.984
6.33
16.856
2.955
21
0
CORNELIUS 1.4 W
35.4806,-80.8939
806,102
6.702
38.262
3.272
13
0
HUNTERSVILLE 2.0 W
35.4177,-80.8801
748.032
7,865
19.808
3.695
11
0
DAVIDSON 0.8 W
35.4993, -80.86
800.853
8,885
33,013
4.292
17
0
DAVIDSON 0.8 W
35.4993,-80.8601
716.864
8.88
50.976
4.449
4
0
SHERRILLS FORD 1.6 NW
35.5932,-81.0115
809.055
9.246
41.215
4.542
11
0
MOUNT HOLLY 4.4 ENE
35.3302, -80.96
729.003
9.361
38.837
4.576
335
0
HUNTERSVILLE 0.6 ESE
35.4138,-80.8351
768,045
10.344
0.205
4.657
9
0
SHERRILLS FORD 2.4 WNW
35.5938,-81.028
875,984
9.342
108.144
5.214
9
0
GASTONIA 2.5 NE
35.2906,-81.1542
775.919
14.209
8.079
6.509
1
0
GASTONIA
35.2672, -81.1436
700.131
15.261
67.709
7.901
36
0

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I Photo Map and Data Locations �1
I Photo 5
Photo 3
Photo 2
Photo 1
Legend
O Review Area
o Streets
0 Lincoln Co. Parcels
Delineation
M Perennial
Intermittent
Wetland
iRONMENTAL
Figure: 16b
Photo 4
Perennial Stream Form
Photos 19, 20
Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037
For: Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.459382,-81.010116
Upland Form
Wetland Form
0 75 150 225 300 Ft
Date: August 31, 2021

Photo Map and Data Locations
Photo 7
Forney Creek Stream Form
i
Legend
O Review Area
Streets
0 Lincoln Co. Parcels
Contours: 2 Ft
Delineation
F- Photo 6
M Perennial
Intermittent
Wetland
0 50 100 150 200 Ft
Project Name: Clark Farm
m
Location: NC 73 HWY Denver, NC 28037
TRONMENTAL
For: Silverman Group Attn: Mr. Dan Lacz
inates: 35.459382,-81.010116
F
Date: August 31, 2021
Figure: 16c

I Photos 12, 13, 14 1
Legend
O Review Area
Streets
Lincoln Co. Parcels
Contours: 2 Ft
Delineation
Perennial
Intermittent
Wetland
_, "
"m
.A \
Aw
Photo Map and Data Locations
I Photos 8, 9 1
Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037
Photo 10 1
Photo 11 1
Photos 15, 16
ONMFNTAL For: Silverman Group Attn: Mr. Dan Lacz
Figure: 16d Coordinates: 35.459382,-81.010116
Date: August 31, 2021
0 50 100 150 200 Ft

Photo Map and Data Locations
Photos 17, 18 �� 1 Intermittent Stream Form
Legend
O Review Area
o Streets
0 Lincoln Co. Parcels
Contours: 2 Ft
Delineation
M Perennial
Intermittent
Wetland
.� 1
Kt`
1 :9 •
Figure: 16e
Project Name: Clark Farm
Location: NC 73 HWY Denver, NC 28037
For: Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.459382,-81.010116
0 50 100 150 200 Ft
Date: August 31, 2021

U.S. Army Corps of Engineers OMB Control C, 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET - Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR335-15, paragraph 5-2a)
Project/Site: Clark Farm City/County: Denver/Lincoln Sampling Date: Aeyust27,2021
Applicant/Owner: Crow HoldingsNENTOSA LLC State: NC Sampling Point: Forested Wetland
Investigator(s): J Robertson, A Baggarley, T Casey Section, Township, Range: Lowesville
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Convex Slope (%): -2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.46396 Long:-81.01277 Datum: NAD 83
Soil Map Unit Name: Madison NWI classification: Freshwater Forested/shmbwe°and
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Climate conditions are normal. See attached climate data report (NOAA's Daily Global Historical Climatology Network)
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reouired)
Primary Indicators (minimum of one is reouired:
check all that apply)
—Surface Soil Cracks (136)
_ Surface Water (All)
X True Aquatic Plants (614)
X Sparsely Vegetated Concave Surface (138)
X High Water Table (A2)
X Hydrogen Sulfide Odor (Cl)
X Drainage Pattems (B10)
X Saturation (A3)
X Oxidized Rhizospheres on Living Roots (C3)
X Moss Trim Lines (1316)
—Water Marks (131)
X Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (62)
_ Recent Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
X Drift Deposits (133)
_Thin Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (134)
—Other (Explain in Remarks)
—Stunted or Stressed Plants (131)
X Iron Deposits (135)
_Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery
(137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (613)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X
No Depth (inches): 1
Water Table Present? Yes X
No Depth (inches): 0
Saturation Present? Yes X
No Depth (inches): 0
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Normal conditions
ENG FORM 6116-4SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: Forested Wetland
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Acer rubrum
2
Yes
FAC
Number of Dominant Species
2.
Ce/tis occidentalis
1
No
FACU
That Are OBL, FACW, or FAC: 6 (A)
3.
Liquidambar styraciflua
5
Yes
FAC
Total Number of Dominant
4.
Species Across All Strata: 7 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 85.7% (A/B)
7.
Prevalence Index worksheet:
8
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
4
20% of total cover:
2
OBL species 6 x 1 = 6
Sapling/Shrub Stratum (Plot size: 15
)
FACW species 13 x 2 = 26
1.
Acer negundo
5
Yes
FAC
FAC species 18 x 3 = 54
2.
Acer rubrum
3
Yes
FAC
FACU species 3 x 4 = 12
3.
Sambucus sp.
1
No
FACW
UPL species 0 x 5 = 0
4.
Salix nigra
2
No
OBL
Column Totals: 40 (A) 98 (B)
5.
Prevalence Index = B/A = 2.45
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
X 3 - Prevalence Index is <-3.0'
11
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
6
20% of total cover:
3
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Juncus effusus
10
Yes
FACW
'Indicators of hydric soil and wetland hydrology must be
2.
Sagittaria /atifolia
3
No
OBL
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Saururus cemuus 1 No OBL
4.
Impatiens capensis
2
No
FACW
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
16
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
8
20% of total cover:
4
height.
Woody Vine Stratum (Plot size: 30 )
1.
Toxicodendron radicans
3
Yes
FAC
2.
Parthenocissus quinquefolia
2
Yes
FACU
3.
4.
5'
Hydrophytic
5
=Total Cover
Vegetation
50% of total cover:
3
20% of total cover:
1
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: Forested wetland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks
0-3 10YR 2/2 50 5YR 5/3 30 C PUM Loamy/Clayey Prominent redox concentrations
3-18 10YR 3/1 100 Loamy/Clayey
RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators:
Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
X Hydrogen Sulfide (A4)
—Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
—Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
_Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
_ Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils3:
_2 cm Muck (A10) (MLRA 147)
_Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
ENG FORM 6116-4SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET - Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Clark Farm City/County: Denver/Lincoln Sampling Date: August27.2021
Applicant/Owner: Crow HoldingsNENTOSA LLC State: NC Sampling Point: Forested upland
Investigator(s): J Robertson, A Baggarley, T Casey Section, Township, Range: Lowesville
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Convex Slope (%): -3
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.46384 Long:-81.01270 Datum: NAD 83
Soil Map Unit Name: Madison NWI classification: Freshw terFaested/Shtub Wetland
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances' present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Climate conditions are normal. See attached climate data report (NOAA's Daily Global Historical Climatology Network)
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (68)
_ High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (B16)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (62) —Recent
Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_Drift Deposits (63) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (64) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (131)
_Iron Deposits (65)
_Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (87)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (613)
FAG -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches): 0
Water Table Present? Yes No
X Depth (inches): 0
Saturation Present? Yes No
X Depth (inches): 0
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Normal conditions
ENG FORM 6116-4SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: Forested Upland
Absolute Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1.
Quercus rubra
3
Yes
FACU
Number of Dominant Species
2.
Quercus a/ba
2
Yes
FACU
That Are OBL, FACW, or FAC: 2 (A)
3.
Liriodendron tulipifera
2
Yes
FACU
Total Number of Dominant
4.
Species Across All Strata: 11 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 18.2% (A/B)
7.
Prevalence Index worksheet:
7
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
4
20% of total cover:
2
OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15
)
FACW species 0 x 2 = 0
1.
Acer negundo
2
Yes
FAC
FAC species 5 x 3 = 15
2.
Comus florida
3
Yes
FACU
FACU species 25 x 4 = 100
3.
Ligustrum sinense
5
Yes
FACU
UPL species 0 x 5 = 0
4.
Column Totals: 30 (A) 115 (B)
5.
Prevalence Index = B/A = 3.83
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
_
3 - Prevalence Index is <_3.0'
10
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
5
20% of total cover:
2
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1.
Fragaria vesca
3
Yes
FACU
'Indicators of hydric soil and wetland hydrology must be
2.
Allium canadense
3
Yes
FACU
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4•
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
6
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
3
20% of total cover:
2
height.
Woody Vine Stratum (Plot size: 30 )
1.
Toxicodendron radicans
3
Yes
FAC
2.
Parthenocissus quinquefolia
2
Yes
FACU
3.
Lonicera japonica
2
Yes
FACU
4.
5.
Hydrophytic
7
=Total Cover
Vegetation
50% of total cover:
4
20% of total cover:
2
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: Forested Upland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc 2 Texture
0-4 10YR 4/4 100 Loamy/Clayey
4-18 10YR 3/4 100 Loamy/Clayey
Remarks
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_2 cm Muck (A10) (MLRA 147)
_Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
_ Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
—Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
—Depleted Below Dark Surface (A11)
—Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
_Other (Explain in Remarks)
—Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
_Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
ENG FORM 6116.4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

NC DWO Stream Identification Form Version 4.11
Date: August 27, 2021
Project/Site: Clark FarmForney Creek
Latitude: 35.46479
Evaluator:A Sinclair A Baggarley
County: Lincoln
Longitude:-81.01448
Total Points:
Stream Determination (circle one)
Other Lowesville
Stream is at least intermittent 42
if a 19 or perennial if a 30*
Ephemeral Intermittent Perinial
T'
e.g. Quad Name:
A. Geomorphology Subtotal = 20
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
F10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
B_ Hvdroloav (Subtotal = 10.s 1
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
1 0
1 0.5
1 1
1 1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Bioloav (Subtotal = 11.5 ) .
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
3
3
2
2
2
2
1
0
•5
1.5
3
3
2
�5
1
1
3
3
3
2
0
1.5
1
1
O
0

NC DWO Stream Identification Form Version 4.11
Date: August 27, 2021
Clark Farm
Project/Site:CH 100, 300, 400
Latitude: 35 45749
Evaluator:A Sinclair A Baggarley
county: Lincoln
Longitude:-81.01111
Total Points:
Stream Determination (circle one)
Other Lowesville
Stream is at least intermittent 32.5
if a 19 or perennial if z 30'
Ephemeral Intermittent Perr�"�Itvial
P
e.g. Quad Name:
A. Geomorphology ( Subtotal = 18
Absent
Weak
Moderate
Strong
,a, Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
R_ Hvriminav (Subtotal = S )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C Rinlnnv (Suhtntal = h_c 1
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
.perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
2
2
2
2
2
2
1
0
•5
1.5
3
2
1
0.5
1
0.5
3
2
2
1
0
0.5
0.5
0.5
0
0

NC DWO Stream Identification Form Version 4.11
Date: AuguSt 27, 2021
Project/Site:Clar Farm CH zoo, 500
Latitude: 35.46892
Evaluator:A Sinclair A Baggarley
County: Lincoln
Longitude:-81.01151
Total Points:
Stream Determination (circle one)
Other Lowesville
Stream is at least intermittent 20.5
if z 19 or erennial if 2 30'
Ephemeral Intprflittent Perennial
Y
e.g. Quad Name:
A. Geomorphology Subtotal = 9.5
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
F1�0..:Nactural valley
0
0.5
1
1.5
Seond or greater order channel
No = 0
Yes = 3
B. Hvdroloov (Subtotal = 7 1
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
2
1
1
2
1
1
0
0
•5
1
0
0.5
1
0.5
3
2
1
0
O
0
0.5
0.5
0
0