20180799 Ver 1_401 Application_20180618

Preliminary ORM Data Entry Fields for New Actions 2 0 1 8 0 7 9 9
SAW — 201 - BEGIN DATE[ReceivedDate]:
Prepare file folder ❑ $sIgnAUR
Number in ORM ❑
1. Project Name [PCN Form A2a]: Troutman Industrial Park
2. Work Type: Private ❑ Institutional ❑ Government ❑ Commercial ❑✓
3. Project Description / Purpose [PCN Form 63d and Be]:
Construction of an industrial development. To provide warehouse space for a growing market in the
Mooresville/Statesville area.
4. Property Owner / Applicant [PCN Form A3 or A41: KB Godley 11, LLC (Kathy Godley)
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form [35b]: None Known
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
386 Murdock Road, Troutman NC, 28166, 155.695 acres
35.71195, -80.87638
8. Project Location -Tax Parcel ID [PCN Form 61a]:4742218388,4741381818,4742306535,4741395538,
9. Project Location — County [PCN Form A2b]: Iredell County 8. and a portion of 4742312390
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Troutman
11. Project Information — Nearest Waterbody [PCN Form B2a]: I -L Creek (Class C)
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form [32c]: South Yadkin, 03040102
Authorization: Section 10 ❑ Section 404
Regulatory Action Type:
PStandard Permit
✓ Nationwide Permit # 39
❑ Regional General Permit #
❑ Jurisdictional Determination Request
❑✓ Section 10 & 404 ❑
❑Pre -Application Request
Unauthorized Activity
0 Compliance
❑ No Permit Required
Revised 20180214
r
RECEIVED
JUN 0 7 2018
DENR-LAND QUALITY
STORMWATER PERMITTING

-q"VIRONMENTAL
June 1, 2018
US Army Corps of Engineers NC Division of Water Resources
Asheville Regulatory Field Office 401 and Buffer Permitting Unit
Attn: Mr. David Shaeffer Attn: Mrs. Jennifer Burdette
151 Patton Ave, Room 208 1617 Mail Service Center
Asheville, North Carolina 28801-5006 Raleigh, North Carolina 27699-1617
Re: Troutman Industrial Park
Murdock Road Project — N 156 Acres
386 Murdock Road, Troutman, NC 28166
Nationwide Permit 39 Request
David/Jennifer/Alan:
KB Godley II, LLC (Kathryn Godley) is requesting approval of the enclosed Nationwide
Permit 39 application. There is approximately 6,284 linear feet of intermittent and
perennial stream (CH's 100, 200, 300, 400, and 500) and 1.526 acres of wetland (WL's
1000, 2000, 3000, 3100, 3200, 3300, 4000, 4100, 5000, and 5100) on the subject
property. The enclosed permit application request is for 145 linear feet of permanent
stream impact and 30 linear feet of temporary stream impact to construct one industrial
building, truck courts around the building, two employee parking lots, three trailer
parking lots, and road access. This area is attractive for industrial development due to
its close proximity to interstate 77 and interstate 40.
The requested stream impacts are necessary to gain access to high ground from
Murdock Road into the property. The temporary stream impacts are requested to pump
stream flow around the work area during construction. A sand bag coffer dam will be
used above and below the road crossing to temporary impound stream flow so that it
can be pumped around the work area. There is 16' of elevation change between the
bed of the stream and the height of the access road at the middle of the road crossing.
The side slopes of the road at the stream crossing are the steepest allowed for local
approval and to still allow for a safe crossing. Retaining walls as high as 15' will be
used at each end of the culvert. Employees, vendors, customers, and tractor trailer
traffic will use the road crossing to access the park. The access road is 48' wide which
is required to allow multiple lanes of traffic to flow in and out of the park throughout
the day and night.
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206/ 828-712-9205
www.atlasenvi.com / Serving the Southeast US

VIRONMENTAL
Approximately 6,139 linear feet of stream (98%) on site has been avoided. 100% of
the wetlands (1.526 acres) on site have been avoided. 100% of the pond (3.239 acres)
on site has been avoided. Previous site plans included a wider access road crossing
that allowed for more gentle side slopes. Headwalls on each end of the proposed
culvert has minimized stream impacts to less than 150 linear feet. Another previous
site plan included trailer parking on the east side of CH 400 which would have required
a second access road crossing. This trailer parking area has been removed from the
plan at this time.
The streams on site are unnamed, intermittent and perennial tributaries to I -L Creek
which is classified as a "C" water by the North Carolina Division of Water Resources. A
jurisdictional determination has been submitted to the Corps. NC DWR has conducted a
site visit. We will schedule a site visit with the Corps at your earliest convenience.
Enclosed are the necessary permit documents and additional project information. A
copy of the jurisdictional determination package has been included in the digital and
hard NC DWR copies. Thank you for your attention to the enclosed permit application
request. Please contact me if you need any additional information.
Best regards,
Jennifer L Robertson
][e-mail]
Digital Copy To: Alan Johnson, Mooresville DWR Office
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 / 828-712-9205
www.atlasenvi.com / Serving the Southeast US

IRONMENTAL
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: Mrs. Karen Higgins, 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:
Property Owner of Record:
Contact Name:
Address:
Address:
Phone/Fax Number:
Email Address.
Project Address:
Project Address:
Tax PIN:
/c-/3 Gud/e„ .LL , (-(-C-
I
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Po /aux ii �o
Carne -/,•us /1/c- Z 8 03/
-7-11 -5-77- 907-/
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3 96'
7 R—uu �--M 2,, /VC
Y7q ZZ/8388 74/39 /8/8 4-7q 2-3665735 -7if1375538
Ido✓I'•u•/ or -
Signature: zs•,
Date:
Environmental Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) f 828-712-9205 (m)
[e-mail]
www.atiasenvi.corn
_%V Z3/2 396

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTMCATION3.4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
es e5 "!ma -Z-, LLG �4f�r�✓ t!`roe�%ems. _ /LiAa.c�e�
Print Name
Capacity: Q✓ Owner ❑ Authorized Agents
Date
'---7,
E. REASO-N-EOR JD REQUEST: (Check as many as applicable)
PI intend to construct/develop a project or perform activities on this parcel which would be
igned to avoid all aquatic resources.
rl�I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
Q✓ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
I intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
eA Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
8 I believe that the site may be comprised entirely of dry land.
Other.
3 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
4 If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
3 Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

O/��p�FyWjAT�F9OG
o � <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN 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 ❑Section 10 Permit
1b. 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
1e.
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
1g.
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:
Troutman Industrial Park
2b.
County:
Iredell
2c.
Nearest municipality / town:
Troutman
2d. Subdivision name:
this is not a residential subdivision
2e. NCDOT only, T.I.P. or state
project no:
this is not a DOT project
3.
Owner Information
3a. Name(s) on Recorded Deed:
KB Godley II, LLC
3b.
Deed Book and Page No.
2539/1770, 2534/2007, 1976/1393, 2329/769, and 1265/2060
3c.
Responsible Party (for LLC if
applicable):
Kathryn Godley
3d. Street address:
PO Box 1140
3e. City, state, zip:
Cornelius, NC 28031
3f.
Telephone no.:
704-577-9021
3g.
Fax no.:
no fax number
3h.
Email address:
[e-mail]
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:
Kathryn Godley
4c. Business name
(if applicable):
KB Godley II, LLC
4d. Street address:
PO Box 1140
4e. City, state, zip:
Cornelius, NC 28031
4f. Telephone no.:
704-577-9021
4g. Fax no.:
no fax number
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:
712 English Tudor Lane
5d. City, state, zip:
Charlotte, NC 28211
5e. Telephone no.:
704-512-1206
5f. Fax no.:
no fax number
5g. Email address:
[e-mail]
Page 2of10
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
4742218388, 4741381818, 4742306535, 4741395538,
and a portion of 4742312390
1 b. Site coordinates (in decimal degrees):
Latitude: 35.71195 Longitude: - 80.87638
1 c. Property size:
156 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to I -L Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
South Yadkin, 03040102
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: deciduous forested areas, evergreen forested areas, single family residences, commercial development, and
undeveloped areas
3b. List the total estimated acreage of all existing wetlands on the property: 1.526 acres wetlands and 3.239 acres pond
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 6,284 linear feet
3d. Explain the purpose of the proposed project: The purpose is to construct an industrial development within close proximity
to interstate 77 and interstate 40.
3e. Describe the overall project in detail, including the type of equipment to be used: The project involves the construction of
one industrial building, truck courts around the building, two employee parking lots, three trailer parking lots, two
stormwater basins, and access roads into and around the building and parking lots. Typical construction equipment such
as bulldozers, dump trucks, and track hoes will be used to grade the site.
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: submitted but not issued
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
®Preliminary El Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Jennifer Robertson, Jacob Sinclair, Austin
Baggarley
Agency/Consultant Company: Atlas Environmental, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
the JD has been submitted but not issued, DWR have conducted site visits
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.
no additional phases are anticipated at this time
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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.
Wetland impact
number Type of impact
Permanent (P) or
Temporary T
2c.
Type of wetland
(if known)
2d.
Forested
2e.
Type of jurisdiction
Corps (404, 10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
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: All wetlands (1.526 acres) have been avoided.
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.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of jurisdiction
(Corps - 404, 10
DWQ — non -404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
CH 100
PER
Corps
3
145
S2 T
Relocation
CH 100
PER
Corps
3
15
S3 T
Relocation
CH 100
PER
Corps
3
15
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts:
175
3i. Comments: CH 100 will be impacted by construction of the access road, 145 linear feet of permanent stream impact and
30 linear feet of temporary stream impact, the temporary stream impact is to pump around the work area during construction.
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
Tem ora 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: The open water (3.239 acres) has been avoided.
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 you MUST fill out Section D of this form.
6a.Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b. 6c.
Buffer impact
number- Reason for impact
Permanent (P) or
Temporary (T)
6d. 6e. 6f.
Buffer Zone 1
Stream name mitigation impact
required? (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 DWR buffers on this project
Page 5 of 10
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Approximately 6,139 linear feet of stream (98%) on site has been avoided. 100% of the wetlands (1.526 acres) on site have
been avoided. 100% of the pond (3.239 acres) on site has been avoided. Previous site plans included a wider access road
crossing that allowed for more gentle side slopes. Headwalls on each end of the proposed culvert has minimized stream
impacts to less than 150 linear feet. Another previous site plan included trailer parking on the east side of CH 400 which
would have required a second access road crossing. This trailer parking area has been removed from the plan at this time.
Through planning and permitting discussions with the client and project team additional stream impacts have been avoided
and minimized to 145 linear feet. These impacts are necessary to gain access to high ground across the project. The current
industrial development market could support a higher density industrial park with additional buildings. The applicant has
avoided additional impacts to streams, all impacts to wetlands, and all impacts to open water on site through site plan
revisions that result in a less profitable development than could have been achieved with additional stream impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Headwalls are proposed along both sides of the stream to avoid additional impacts to the stream. The road crossing is
located in a relatively straight reach of stream. As steep as approvable side slopes are proposed for the road crossing
shoulders in order to minimize 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
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: none
Type: Choose one
Quantity none
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Quantity none
Type: Choose one
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:
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: no 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
la. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ® No
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:
Two stormwater BMPs will be constructed to treat run-off.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Iredell County
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Iredell County
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
® Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
4. DWQ Stormwater Program Review
4a. Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑ Coastal counties
❑ HQW
❑ ORW
❑ 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 8of10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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
❑ Yes ❑ No
letter.)
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 that is already on site
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; USFWS iPAC; see enclosed comment letter from FWS
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?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments 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?
NCHPO GIS Service; see enclosed comment letter from NCHPO
8. 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: no stream or wetland impacts will occur within the FEMA 100 -year
floodplain
8c. What source(s) did you use to make the floodplain determination? FEMA floodmaps GIS layer
Jennifer L Robertson
d+�
Applicant/Agent's Printed Name
KG#06/01/2018
�K+
Applicannt/At/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
Page 10 of 10
PCN Form — Version 1.4 January 2009

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Sketch Map provided for
illustrative purposes andPotential Aquatic Resources of the U.S. Sketch Map;
preliminary planning only. Not
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orientation. All findings and
assessments are subject to
verification from the Army f j
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VIRONMENT
Page of 6
Project Name: Troutman Industrial Park
Location: Troutman NC
For: KB Godley II, LLC / Kathryn Godley
Coordinates: 35.71745, -80.87582
V
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For: KB Godley 11, LLC / Kathryn Godley
Page 3 of 6
Coordinates: 35.71292, -80.87623
Date: May 24, 2018

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Page 4 of 6
Coordinates: 35.71292, -80.87623
Date: May 24, 2018

Potential Aquatic Resources of the U.S. Sketch Map
Potential Non -Wetland
CH 300
Potential Wetland Potential Wetland
WL 3200 WL 3100
Legend
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' VIRONMENTAL For: KB Godley II, LLC / Kathryn Godley
Page 5 of 6 Coordinates: 35.71292, -80.87623 1 Date: I May 24, 2018

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Potential Non -Wetland
Ch 400
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� 4"IRIONMENTAL For: KB Godley II, LLC / Kathryn Godley
Page 6 of 6 Coordinates: 35.71292, -80.87623 Date: May 24, 2018

Aquatic Resource Table
Site Number
Lat
Long
Amount
Type
Authority
CH 100
-80.87812694
35.7149837
3118
Non -Wetland
404
CH 200
-80.87756785
35.71624268
45
Non -Wetland
404
CH 300
-80.87834575
35.70806116
867
Non -Wetland
404
CH 400
-80.8728241
35.7107766
1708
Non -Wetland
404
CH 500
-80.86947935
35.71124385
546
Non -Wetland
404
WL 1000
-80.87832913
35.71347683
0.09
Wetland
404
WL 2000
-80.87864092
35.71235026
0.11
Wetland
404
WL 3000
-80.87131831
35.70936855
0.08
Wetland
404
WL 3100
-80.87151875
35.70887107
0.32
Wetland
404
WL 3200
-80.87516835
35.70825278
0.005
Wetland
404
WL 3300
-80.87627359
35.70785983
0.001
Wetland
404
WL 4000
-80.87155856
35.70979182
0.11
Wetland
404
WL 4100
-80.87200321
35.71033714
0.01
Wetland
404
WL 5000
-80.86960091
35.7102822
0.73
Wetland
404
WL 5100
-80.86961393
35.71187278
0.07
Wetland
404
Pond 1
-80.86958932
35.70948559
3.239
Non -Wetland
404

INLET AT
ORIGINAL STREAM
BED ELEVATION
OUTLET AT
ORIGINAL STREAM
BED ELEVATION
CULVERTS MUST BE PLACED BELOW THE ELEVATION OF THE
STREAMBED BY ONE FOOT FOR CULVERTS WITH A DIAMETER
GREATER THAN 48 INCHES, AND 20 PERCENT OF THE CULVERT
DIAMETER FOR CULVERTS OF LESS THAN OR EQUAL TO 48 INCHES,
TO ALLOW LOW FLOW PASSAGE OF WATER AND AQUATIC LIFE
AT LEAST 12"
OF FILL ABOVE
CULVERT
NATIVE STREAM
BED MATERIAL
NOT TO SCALE
Construction Typical
AQUATIC LIFE PASSAGE
Embedded Culvert Placement IRONMENTAL

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
December 6, 2017
Katheryn Godley jrobertsonau,atlasenvi.com
KB Godley
P.O. Box 1140
Cornelius, NC 28166
Office of Archives and History
Deputy Secretary Kevin Chem
Re: Industrial Park Development, 394-396 Murdock Road, Troutman, Iredell County, ER 17-2534
Dear Ms. Godley:
Thank you for your email of November 9, 2017, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
environmental.reviewa,ncdcr.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely, n
69*11 Ramona M. Bartos
Location: 109 Fast Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

us
United States Department of the Interior SERVICE
SERVICE IFP
FISH AND WILDLIFE SERVICE
Asheville Field Office `
160 Zillicoa Street
Asheville, North Carolina 28801
December 8, 2017
Ms. Jennifer Robertson
Atlas Environmental, Inc.
712 English Tudor lane
Charlotte, North Carolina 28211
Dear Ms. Jennifer:
Subject: Murdock Road Industrial Development Project; Iredell County, North Carolina
Log No. 4-2-18-049
The U.S. Fish and Wildlife Service (Service) has reviewed the information provided in your
correspondence dated November 8, 2017 wherein you request our comments regarding potential
impacts to federally protected species that may result from the proposed project. We submit the
following comments in accordance with the provisions of the Fish and Wildlife Coordination
Act, as amended (16 U.S.C. 661-667e); the National Environmental Policy Act (42 U.S.C. §4321
et seq.); and section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C.
1531-1543) (Act).
Project Description
According to the information provided, the proposed project would consist of an industrial
development on approximately 157 acres of land in Troutman, North Carolina. Current site
landuse consists of agricultural lands (pasture/hay), oak -pine forest, and transitional areas.
Surrounding land cover consists of agricultural and residential developments. Beyond this
information, your correspondence did not include a description of the proposed project, impacts
to waters of the U.S., or a description of proposed impact avoidance, minimization, or mitigation
measures.
Federally Listed Endangered and Threatened Species
According to Service records, suitable summer roosting habitat may be present in the project
area for the federally threatened northern long-eared bat (Myotis septentrionalis). However, the
final 4(d) rule (effective as of February 16, 2016), exempts incidental take of northern long-eared
bat associated with activities that occur greater than 0.25 miles from a known hibernation site,
and greater than 150 feet from a known, occupied maternity roost during the pup season (June 1
— July 31). Based on the information provided, the project (which may or may not require tree
clearing) would occur at a location where any incidental take that may result from associated
activities is exempt under the 4(d) rule. Although not required, we encourage you to avoid
any associated tree clearing activities during the maternity roosting season from May 15 —
August 15 if possible.

You indicated that suitable habitat is present onsite for the federally threatened dwarf -flowered
heartleaf (Hexastylis naniflora). You searched wet areas near streams over acidic sandy loam
soils in September and October, 2017. However, you indicated that no dwarf -flower heartleaf
exists onsite. The Service does not have record of this, or any other federally protected species
onsite.
Please be aware that in accordance with the Act, it is the responsibility of the appropriate federal
agency or its designated representative to review its activities or programs and to identify any
such activities or programs that may affect endangered or threatened species or their habitats. If
it is determined that the proposed activity may adversely affect any species federally listed as
endangered or threatened, formal consultation with this office must be initiated. Our
concurrence is not required for a "no effect" determination from the action agency.
We offer the following comments in the interest of protecting natural resources:
Stream Crossin¢s
Bridges or spanning structures should be used for all permanent roadway crossings of streams
and associated wetlands. Structures should span the channel and the floodplain in order to
minimize impacts to aquatic resources, allow for the movement of aquatic and terrestrial
organisms, and eliminate the need to place fill in streams and floodplains.
Bridges should be designed and constructed so that no piers or bents are placed in the stream,
approaches and abutments do not constrict the stream channel, and the crossing is perpendicular
to the stream. Spanning some or all of the floodplain allows the stream to access its floodplain
and dissipate energy during high flows and also provides for terrestrial wildlife passage. When
bank stabilization is necessary, we recommend that the use of riprap be minimized and that a
riprap-free buffer zone be maintained under the bridge to allow for wildlife movement. If fill in
the floodplain is necessary, floodplain culverts should be added through the fill to allow the
stream access to the floodplain during high flows.
If bridges are not possible and culverts are the only option, we suggest using bottomless culverts.
Bottomless culverts preserve the natural stream substrate, create less disturbance during
construction and provide a more natural post -construction channel. Culverts should be
sufficiently sized to mimic natural stream functions and habitats located at the crossing site;
allow for water depth, volume (flow), and velocity levels that will permit aquatic organism
passage; and accommodate the movement of debris and bed material during bank -full events.
Widening the stream channel must be avoided.
In the event that a traditional culvert is the only option, the culvert design should provide for a
minimum water depth in the structure during low-flow/dry periods. Sufficient water depth
should be maintained in all flow regimes so as to accommodate both the upstream and
downstream movement of aquatic species. Water depth inside the culvert must be adequate for
fish to be completely immersed and all other aquatic life to move freely. The culvert should be
designed and installed at the same slope as the stream grade to maintain an acceptable water
velocity for aquatic life passage and for stream substrate characteristics to be retained within the
culvert.

Where feasible, we recommend the use of multiple barrels, in addition to the low -flow barrel, to
accommodate flood flows. Floodplain barrels should be placed on or near stream bank -full or
floodplain bench elevation and discharge onto floodplain benches. Where appropriate, install
sills on the upstream end of floodplain barrels to restrict or divert the base stream flow to a single
barrel. We recommend installing alternating or notched baffles in a manner that mimics the
existing stream pattern. This will enhance the passage of aquatic life by: (1) depositing and
retaining sediment in the barrel, (2) maintaining channel depth and flow regimes, and
(3) providing resting places for fish and other aquatic organisms.
Riparian Buffers
Natural, forested riparian buffers are critical to the health of aquatic ecosystems. They
accomplish the following:
1. catch and filter runoff, thereby helping to prevent nonpoint-source pollutants
from reaching streams;
2. enhance the in -stream processing of both point- and nonpoint-source
pollutants;
3. act as "sponges" by absorbing runoff (which reduces the severity of floods)
and by allowing runoff to infiltrate and recharge groundwater levels (which
maintains stream flows during dry periods);
4. catch and help prevent excess woody debris from entering the stream and
creating logjams;
5. stabilize stream banks and maintain natural channel morphology;
6. provide coarse woody debris for habitat structure and most of the dissolved
organic carbon and other nutrients necessary for the aquatic food web; and
7. maintain air and water temperatures around the stream.
Forested riparian buffers (a minimum 50 feet wide along intermittent streams and 100 feet wide
along perennial streams [or the full extent of the 100 -year floodplain, whichever is greater])
should be created and/or maintained along all aquatic areas. Within the watersheds of streams
supporting endangered aquatic species, we recommend undisturbed, forested buffers that are
naturally vegetated with trees, shrubs, and herbaceous vegetation and extend a minimum of
200 feet from the banks of all perennial streams and a minimum of 100 feet from the banks of
all intermittent streams, or the full extent of the 100 -year floodplain, whichever is greater.)
Impervious surfaces, ditches, pipes, roads, utility lines (sewer, water, gas, transmission, etc.), and
other infrastructures that require maintained, cleared rights-of-way and/or compromise the
functions and values of the forested buffers should not occur within these riparian areas.
Erosion and Sediment Control
Measures to control sediment and erosion should be installed before any ground -disturbing
activities occur. As proposed, instream work should occur under dry conditions utilizing a
temporary diversion/pump-around system. Grading and backfilling should be minimized, and
existing native vegetation should be retained (if possible) to maintain riparian cover for fish and
wildlife. Disturbed areas should be revegetated with native grass and tree species as soon as the
project is completed.

Floodplain Development
Executive Order 11988 requires federal agencies (and their designated nonfederal
representatives) to consider and protect floodplain functions. We believe the examples of
flooding in this area of North Carolina highlight the importance of avoiding the long- and
short-term impacts associated with the occupancy and modification of floodplains and that we
should avoid any direct or indirect support of floodplain development. Therefore, we do not
believe the subject project should be built in the 100 -year floodplain or in any way result in the
alteration of the 100 -year floodplain.
Impervious Surfaces and Low -Impact Development
The Service is concerned about the proposed increase in impervious surface and stormwater-
mediated impacts to streams. Studies' show that areas of 10- to 20 -percent impervious surface
(such as roofs, roads, and parking lots) double the amount of storm -water runoff compared to
natural cover and decrease deep infiltration (groundwater recharge) by 16 percent. At 35- to
50 -percent impervious surface, runoff triples, and deep infiltration is decreased by 40 percent.
Additionally, the adequate treatment of storm water in development areas is essential for the
protection of water quality and aquatic habitat in developing landscapes. Additionally, these
impervious surfaces collect pathogens, metals, sediment, and chemical pollutants and quickly
transmit them (via storm -water runoff) to receiving waters. According to the Environmental
Protection Agency, this nonpoint-source pollution is one of the major threats to water quality in
the United States, posing one of the greatest threats to aquatic life, and is also linked to chronic
and acute illnesses in human populations from exposure through drinking water and contact
recreation.
Increased storm -water runoff also directly damages aquatic and riparian habitat, causing
stream -bank and stream -channel scouring. In addition, impervious surfaces reduce groundwater
recharge, resulting in even lower than expected stream flows during drought periods, which can
induce potentially catastrophic effects for fish, mussels, and other aquatic life. Accordingly, we
recommend that all new developments, regardless of the percentage of impervious surface area
they will create, implement storm -water -retention and -treatment measures designed to replicate
and maintain the hydrograph at the preconstruction condition in order to avoid any additional
impacts to habitat quality within the watershed.
We recommend the use of low -impact -development techniques,' such as reduced road widths,
grassed swales in place of curb and gutter, rain gardens, and wetland retention areas, for
retaining and treating storm -water runoff rather than the more traditional measures, such as large
retention ponds, etc. These designs often cost less to install and significantly reduce
environmental impacts from residential development.
'Federal Interagency Stream Restoration Working Group (15 federal agencies of the United States Government).
Published October 1998, Revised August 2001. Stream Corridor Restoration: Principles, Processes, and Practices.
GPO Item No. 0120-A; SuDocs No. A 57.6/2:EN 3/PT.653. ISBN -0-934213-59-3.
'We recommend visiting the Environmental Protection Agency's Web site (ham://www.ena.eov/polluted-runoff-
nonpoint-source-pollution/urban-runoff-low-impact-development) for additional information and fact sheets
regarding the implementation of low -impact -development techniques.
4

Where detention ponds are used, stormwater outlets should drain through a vegetated area prior
to reaching any natural stream or wetland area. Detention structures should be designed to allow
for the slow discharge of storm water, attenuating the potential adverse effects of storm -water
surges; thermal spikes; and sediment, nutrient, and chemical discharges. Also, because the
purpose of storm -water -control measures is to protect streams and wetlands, no
storm -water -control measures or best management practices should be installed within any
stream (perennial or intermittent) or wetland.
We also recommend that consideration be given to the use of pervious materials (i.e., pervious
concrete, interlocking/open paving blocks, etc.) for the construction of roads, driveways,
sidewalks, etc. Pervious surfaces minimize changes to the hydrology of the watershed and can
be used to facilitate groundwater recharge. Pervious materials are also less likely to absorb and
store heat and allow the cooler soil below to cool the pavement. Additionally, pervious concrete
requires less maintenance and is less susceptible to freeze/thaw cracking due to large voids
within the concrete.
The Service appreciates the opportunity to provide these comments. Please contact Mr. Byron
Hamstead of our staff at 828/258-3939, Ext. 225, if you have any questions. In any future
correspondence concerning this project, please reference our Log Number 4-2-18-049.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
5

Preliminary ORM Data Entry Fields for New Actions
SAW — 201 - BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Troutman Industrial Park
2. Work Type: Private ❑ Institutional ❑ Government ❑ Commercial ❑✓
3. Project Description / Purpose [PCN Form 133d and 63e]:
Construction of an industrial development.
4. Property Owner/ Applicant [PCN Form A3 or A4]: KB Godley 11, LLC (Kathy Godley)
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form 65b]: None Known
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 61b]:
386 Murdock Road, Troutman NC, 28166, 155.695 acres
35.71195, -80.87638
8. Project Location -Tax Parcel ID [PCN Form 131a]:4742218388,4741381818,4742306535,4741395538,
9. Project Location — County [PCN Form A2b]: Iredell County 8. and a portion of 4742312390
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Troutman
11. Project Information — Nearest Waterbody [PCN Form 62a]: I -L Creek (Class C)
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: South Yadkin, 03040102
Authorization: Section 10 ❑ Section 404 ❑✓ Section 10 & 404 ❑
Regulatory Action Type:
❑Standard Permit
Nationwide Permit #
❑ Regional General Permit #
❑✓ Jurisdictional Determination Request
Pre -Application Request
Unauthorized Activity
❑ Compliance
❑ No Permit Required
�ReCe/VEE
U
JUN 0 7 2018
8Ti�MVVA NU QUALITY
TER PERMITTING
Revised 20180214

,q,07AoiiT L A
VIRONMENTAL
May 23, 2018
US Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Ms. Catherine M. Janiczak
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Re: Troutman Industrial Park
Murdock Road Project — N 156 Acres
386 Murdock Road, Troutman, NC 28166
Jurisdictional Determination Request
Cathy:
The property owner, KB Godley II, LLC (Kathryn Godley, manager) is requesting
approval of the enclosed potential Waters of the United States delineation package for a
preliminary jurisdictional determination. Atlas staff traversed the property on October
19 and 20, 2017 and March 15, 2018 to identify the presence of jurisdictional Waters of
the United States. Atlas has determined that there are five streams and ten wetlands
on the property.
All features on the property drain to a pond located along the southern extent of the
project boundary. All streams on site are unnamed tributaries to I -L Creek. Atlas staff
is not aware of any other previously requested jurisdictional determinations or 404
permits for this property. All of the wetlands are forested except for two (WL 3200 and
WL 3300) that exist along a sewer right of way along the south property line.
Enclosed are the necessary jurisdictional determination documents and additional
information. Thank you for your attention to the enclosed request. Please contact me
if you need any additional information.
Best regards,
�"+' �/Zd�
Jennifer L Robertson, President
][e-mail]
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atiasenvi.com / Offices in Asheville and Charlotte

Jurisdictional Determination Request
US Army corp,
of Eepins�rs .
Wihninaton DWft
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
hn://www. saw.usace.army.mil/Missions/Re,gulatoiyPermitProgram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
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, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 386 Murdock Road
City, State:
Troutman, NC 28166
County: Iredell
Parcel Index Number(s) (PIN): 4742218388, 4741381818,
4742306535, 4741395538, and a portion of 4742312390
B. REQUESTOR INFORMATION
Name: KB Godley II, LLC (Kathryn Godley)
Mailing Address: P.O BOX 1040
Cornelius, NC 28031
Telephone Number: 704-577-9021
Electronic Mail Address: [e-mail]
Select one:
I am the current property owner.
✓❑ I am an Authorized Agent or Environmental Consultant'
Interested Buyer or Under Contract to Purchase
Other, please explain.
C. PROPERTY OWNER INFORMATION'
Name: KB Godley II, LLC (Kathryn Godley)
Mailing Address: P.O BOX 1040
Cornelius, NC 28031
Telephone Number: 704-577-9021
Electronic Mail Address: [e-mail]
' Must provide completed Agent Authorization Form/Letter.
Z Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION' -4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
eS Go4tlev Z-, LLG A-4-Lry✓ (gVel/e`.. /LiAw�c9e�
Print Name
Capacity: ❑✓ Owner [:]Authorized Agents
S -i'-ia
Date
E. REASOMPOR JD REQUEST: (Check as many as applicable)
PI intend to construct/develop a project or perform activities on this parcel which would be
igned to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid ali jurisdictional aquatic resources under Corps authority.
0 I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
5ess.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
8 A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confine that jurisdiction does/does not exist over the aquatic resource on the parcel.
8 I believe that the site may be comprised entirely of dry land.
Other.
3 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
4 If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation shat.
s Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION' 4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Jennifer Robertson, Atlas Environmental
Print Name
Capacity: ❑ Owner ❑✓ Authorized Agents
May 21, 2018
Date
i"ZtiF.
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑✓ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
8 A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
Other:
For NCDOT requests following the current NCDOT/ JSACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
s Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
❑v i am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
F] I am requesting that the Corps provide an gpproved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
❑ Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size of Property or Review Area — 156 acres.
❑✓ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
FV
Project Coordinates (Decimal Degrees): Latitude:
Longitude: -80.87638
35.71195
Pel A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11 x 17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).'
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
■ Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. htW://www.saw.usace.army.mil/Missions/Re 1Qu story -Permit -
Pro gram/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
❑ Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs, please complete an Approved Jurisdictional Determination Form'
0 Vicinity Map
7 Aerial Photograph
❑ USGS Topographic Map
❑— Soil Survey Map
aOther Maps, as appropriate (e.g. National Wetland inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
0 Landscape Photos (if taken)
❑ NCSAM and/or NCWAM Assessment Forms and Rating Sheets
W-1 NC Division of Water Resources Stream Identification Forms
Other Assessment Forms
' www.saw.usace.army.mil/Portals/59/docs/reg lu atory/regdocs/JD/RGL 08-02 App A Prelim JD Form fillable.pdf
' Please see hn://www.saw.usace.army.mil/Missions/Re ug latoy-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

1
IRONMENT
4
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: Mrs. Karen Higgins, 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:
fou / A e K
Property Owner of Record:
113 Goal/�, LCL , LLC
Contact Name:
K4•Y' w C -,--a r//e4 i A(4er
Address:
100 13.x
Address:
(fern e -/.•✓s , A/c- Z 0,031
Phone/Fax Number:
'901/ -5-?-7- '1 07-/
Email Address:
kQ f.4y ae 0 d1/ea AY'o/�''mow - c-o.at
Project Address:
3 M c, v -du c /t eo-ot
Project Address:
7 Rou
Tax PIN:
`f 7q 22-/8388 874139 1818 �-7`% 2-3666-3.5- cF7,3y5-5-38
�o rfi'p A/ 0I= y7V Z3/7 390
Signature:
lei -�
Date:
S- /'? -,( 9
Environmental Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) 1828-712-9205 (m)
[e-mail]
www.atlasenvi.com

Go gl2 Maps 8430 University Executive Park Dr to 386 Drive 37.8 miles, 46 min
Murdock Rd, Troutman, NC 28166
e
m GGb gle
Map data 02017 Google 2 mi t. o
8430 University Executive Park Dr
Charlotte, NC 28262
Get on 1-85 N
3 min (0.9 mi)
t 1. Head north on University Executive Park Dr toward W WT Harris Blvd
0.2 mi
'1 2. Turn left onto W WT Harris Blvd
0.4 mi
3. Turn right onto the Interstate 85 N ramp
0.3 mi
Take 1-485 Outer and 1-77 N to Amity Hill Rd in Barringer. Take exit 45 from 1-77 N
32 min (35.1 mi)
4. Merge onto 1-85 N
2.0 mi
5. Use the right 2 lanes to take exit 48 toward Huntersville
1.5 mi
6. Merge onto 1-485 Outer
4.6 mi
7. Use the right lane to take the Exit 23C -A E/1-77 exit toward Statesville/Charlotte
0.3 mi

'01 8. Use the right lane to follow signs for Huntersville
0.8 mi
9. Keep right at the fork to continue on Exit 23B, follow signs for Interstate 77 N/Statesville and merge
onto 1-77 N
25.7 mi
e 10. Take exit 45 toward Troutman/Barium Springs
rIVZOIII
Drive to Murdock Rd
3 min (1.7 mi)
41 11. Turn left onto Amity Hill Rd
0.4 mi
41 12. Turn left onto Murdock Rd
8 Destination will be on the left
1.3 mi
386 Murdock Rd
Troutman, NC 28166
These directions are for planning purposes only. You may find that construction projects,
traffic, weather, or other events may cause conditions to differ from the map results, and
you should plan your route accordingly. You must obey all signs or notices regarding your
route.

Go gle Maps 610 E Center Ave #301 to 386 Murdock Rd, Drive 14.5 miles, 21 min
Troutman, NC 28166
a
e
Map data ©2017 Google 2 mi,
610 E Center Ave #301
Mooresville, NC 28115
Get on 1-77 N in Davidson from E McLelland Ave and E Plaza Dr
10 min (3.6 mi)
t 1. Head west on E Center Ave toward Cedar St
0.5 mi
41 2. Turn left onto S Church St
397 ft
1♦ 3. Turn right onto E McLelland Ave
1.1 mi
*1 4. Use any lane to turn left onto E Plaza Dr
1.8 mi
5. Turn right onto the Interstate 77 N ramp to Statesville
0.2 mi
Follow 1-77 N to Amity Hill Rd in Barringer. Take exit 45 from 1-77 N
8 min (9.1 mi)
6. Merge onto 1-77 N
8.9 mi
7. Take exit 45 toward Troutman/Barium Springs
0.2 mi

Drive to Murdock Rd
3 min (1.7 mi)
41 8. Turn left onto Amity Hill Rd
0.4 mi
'1 9. Turn left onto Murdock Rd
0 Destina'ion will be on the left
1.3 mi
386 Murdock Rd
i routman, NC 28166
These directions are for planning purposes only. You may find that construction projects,
traffic, weather, or other events may cause conditions to differ from the map results, and
you should plan your route accordingly. You must obey all signs or notices regarding your
route.

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 5/23/2018
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: KB Godley 11, LLC / Kathryn Godley / PO
Box 1140 / Cornelius, NC 28031 / 704-577-9021 / [e-mail]
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Murdock Road No Action ID
number
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: LOCATION DESCRIPTION
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Iredell City: Troutman
Center coordinates of site (]at/long in degree decimal format): Latitude: 35.71195 Longitude: -80.87638
Universal Transverse Mercator:
Name of nearest waterbody: I -L Creek (Class C)
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): October 19 and 20 2017, March 15 2018
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Number
Latitude (decimal
degrees)
Longitude (decimal
degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non -
wetland waters)
Geographic authority to
which the aquatic resource
"may be" subject (i.e.,
Section 404 or Section
10/404)
CH 100
-80.8781269
35.7149837
3118
Linear
404
CH 200
-80.8775679
35.71624268
45
Linear
404
CH 300
-80.8783458
35.70806116
867
Linear
404
CH 400
-80.8728241
35.7107766
1708
Linear
404
CH 500
-80.8694793
35.71124385
546
Linear
404
WL 1000
-80.8783291
35.71347683
0.09
Acres
404
WL 2000
-80.8786409
35.71235026
0.11
Acres
404
WL 3000
-80.8713183
35.70936855
0.08
Acres
404
WL 3100
-80.8715188
35.70887107
0.32
Acres
404
WL 3200
-80.8751684
35.70825278
0.005
Acres
404
WL 3300
-80.8762736
35.70785983
0.001
Acres
404
WL 4000
-80.8715586
35.70979182
0.11
Acres
404
WL 4100
-80.8720032
35.71033714
0.01
Acres
404
WL 5000
-80.8696009
35.7102822
0.73
Acres
404
WL 5100
-80.8696139
35.71187278
0.07
Acres
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 subject permit 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 or judicial 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 "may be" waters of the U.S. and/or that there "may be"
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 should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requester:
Map:USGS and 2 ft topo, LiDAR, HUC 8/12, Aerial, drought, stream class, sketch map
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:_
® U.S. Geological Survey Hydrologic Atlas: GIS Dataset
® USGS NHD data.
® USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name:_GIS Dataset
® Natural Resources Conservation Service Soil Survey. Citation:—GIS Dataset
® National wetlands inventory map(s). Cite name:_GIS Dataset
❑ State/local wetland inventory map(s):
® FEMA/FIRM maps: GIS Dataset
❑ 100 -year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): Google imagery: 9/2/2017
or ®Other (Name & Date): Oct 26 2017_
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
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.
Signature and date of Regulatory
staff member completing PJD
Click here to enter a date.
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(REQUIRED, unless obtaining the signature is
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1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

—.
1
i
Project Name: Troutman Industrial Park
Location: Troutman NC
For: KB Godley II, LLC / Kathryn Godley
Page 1 of 6 Coordinates: 35.71745, -80.87582 Date: May 24, 2018

5 7'
A
Page 2 of 6
Project Name: Troutman Industrial Park
Location: Troutman NC
For: KB Godley II, LLC / Kathryn Godley
Coordinates: 35.71745, -80.87582
Date: May 24, 2018

Potential Aquatic Resources
of the U.S. Sketch Map
Aa 35p
Murdock Rd
Potential Non-Wetland
CH 200
a
0
a
Potential Non-Wetland
CH 100
Legend
o Streets
0 Project Boundary
Delineation
Intermittent
Perennial
Pond
0 100 200
300 400 Feet
Wetland
Project Name: Troutman Industrial Park
-'.LAS
Location: Troutman NC
VIRONMENTAL
For: KB Godley II, LLC / Kathryn Godley
Page 3 of 6
Coordinates: 35.71292, -80.87623
]Date.-
May 24, 2018

Potential Aquatic Resources of the U.S. Sketch Map
Potential Wetland
WL 1000
Potential Wetland
CH WL 2000
Potential Non -Wetland
CH 100
Legend
o Streets
Q Project Boundary
Delineation
Intermittent
— Perennial
Pond
Wetland
VIRONMENTAL
Page 4 of 6
r-
0
0 250 500 750 1000 Feet
Project Name: Troutman Industrial Park
Location: Troutman NC
For: KB Godley II, LLC / Kathryn Godley
Coordinates: 35.71292, -80.87623 Date: May 24, 2018

G
Legend
Streets
Q Project Boundary
Delineation
Intermittent
Perennial
Pond
Wetland
Potential Aquatic Resources of the U.S. Sketch Map
Potential Non -Wetland
CH 300
Potential Wetland Potential Wetland
WL 3200 WL 3100
0 250 500 750 1000 Feet
Project Name: Troutman Industrial Park
7"w9V*WFn A6 Location: Troutman NC
ONMENTAL For: KB Godley II, LLC / Kathryn Godley
Page 5 of 6 Coordinates: 35.71292, -80.87623 Date: I May 24, 2018

Potential Aquatic Resources of the U.S. Sketch Map
Potential Non -Wetland
Ch 400
Potential Wetland
WL 4100
Potential Wetland
WL 4000
Legend
o Streets
0 Project Boundary
Delineation
Intermittent
Perennial
Pond
Wetland
Leena
I Wetland Data form I
I Upland Data Forma I
Potential Wetland
WL 5100
Potential Non -Wetland
CH 500
Potential Wetland
WL 5000
Potential Wetland Potential Wetland Jv NX
WL 3000 WL 3100 0 250 500 750 1000 Feet
Project Name: Troutman Industrial Park
JLASLocation: Troutman NC
_€ VIRONMENTAL For: KB Godley II, LLC / Kathryn Godley
Page 6 of 6 Coordinates: 35.71292, -80.87623 ate: May 24, 2018

Aquatic Resource Table
Site Number
Lat
Long
Amount
Type
Authority
CH 100
-80.87812694
35.7149837
3118
Non -Wetland
404
CH 200
-80.87756785
35.71624268
45
Non -Wetland
404
CH 300
-80.87834575
35.70806116
867
Non -Wetland
404
CH 400
-80.8728241
35.7107766
1708
Non -Wetland
404
CH 500
-80.86947935
35.71124385
546
Non -Wetland
404
WL 1000
-80.87832913
35.71347683
0.09
Wetland
404
WL 2000
-80.87864092
35.71235026
0.11
Wetland
404
WL 3000
-80.87131831
35.70936855
0.08
Wetland
404
WL 3100
-80.87151875
35.70887107
0.32
Wetland
404
WL 3200
-80.87516835
35.70825278
0.005
Wetland
404
WL 3300
-80.87627359
35.70785983
0.001
Wetland
404
WL 4000
-80.87155856
35.70979182
0.11
Wetland
404
WL 4100
-80.87200321
35.71033714
0.01
Wetland
404
WL 5000
-80.86960091
35.7102822
0.73
Wetland
404
WL 5100
-80.86961393
35.71187278
0.07
Wetland
404

Property Data
Iredell County
Property Data
Parcel Number: 4742218388.000
Inquiry Date: 10/18/2017
Page 1 of 2
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not
certify the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping
data herein, or for their use or interpretation by the User.
Property Map
- --
370 — — - -
r(` 6713)----------
ii
---
374
-. -__—I .2a3 � 1 / 375
638
Owner/Property Info
Tax Account Number: 80007531
Old Parcel Number: 1604N000ODA034
Owner Name: CWD FLATBED TRUCKING INC
Mailing Address: 386 MURDOCK RD TROUTMAN NC 28166
Property Location: MURDOCK RD
Lot Number: Null
Legal Description: DARR SR2350
Municipal Information
Township Code: 16
City Code: 00
Neighborhood Code: 16035
Value Information - Current Year Property Record Card (PRC)
Building Value: 53740
Other Building Features: 5210
Land Value: 61700
Tax Assessed Value: 120650
Deferred: 0
Land Information - Reaister of Deeds Online Search
Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
http://web3.mobile3 l I.com/IredellReport/report.aspx?PIN=4742218388.000 10/18/2017

Property Data
Iredell County
Property Data
Parcel Number: 4742312390.000
Inquiry Date: 10/18/2017
Page 1 of 2
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not
certify the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping
data herein, or for their use or interpretation by the User.
Property Map
urd°ckRd-__._�_— ---
h�'
H e
me
375
Owner/ Property Info
Tax Account Number: 11314000
Old Parcel Number: 1604N0000OA005
Owner Name: CASH WILLIAM I
Mailing Address: 108 LEONA LANE TROUTMAN NC 28166
Property Location: LEONA LN
Lot Number:
Legal Description: DARR SR2350
Municipal Information
Township Code: 16
City Code: 00
Neighborhood Code: 16035
Value Information - Current Year Property Record Card (PRC)
Building Value: 77380
Other Building Features: 24870
Land Value: 44160
Tax Assessed Value: 146410
Deferred: 0
Land Information - Register of Deeds Online Search
Date Recorded Document Type Deed Book Deed Page
----Lou, t,,
a ~ ___ -----------
Sq--- ...___
.15
S5y
SST
Plat Book & Page Land Area Land Type Zoning
http://web3.mobile3 l I.com/IredellReport/report.aspx?PIN=4742312390.000 10/18/2017

Property Data
20010605
Tax Information
Exemption
Null
WD 1265 2060
3.01 AC R20
Tax Code 1 Tax Code 2
Tax Code 3 Tax Code 4 Tax Code 5
C ADVLTAX Null
FR05ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County
704.878.3118
Harmony
704.878.3118
Love Valley
704.878.3118
City of Statesville
704.878.3575
Town of Troutman
704.528.7600
Town of Mooresville
704.662.7040
Village of Davidson
704.892.7591
Page 2 of 2
http://web3.mobile3 l I.com/IredellReport/report.aspx?PIN=4742312390.000 10/18/2017

Property Data
Iredell County
Property Data
Parcel Number: 4742306535.000
Inquiry Date: 10/18/2017
Page 1 of 2
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not
certify the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping
data herein, or for their use or interpretation by the User.
Property Map
J � r +1 i 135•
jd
147
CD ".
S
111 ��
t y 161
fj
f
r
t g
tf�
t
Owner/Property Info
Tax Account Number: 43688350
Old Parcel Number: 1604N0000OA007A
Owner Name: MCDANIEL PAMELA ELIZABETH CASH
Mailing Address: 340 DUCK CREEK RD TROUTMAN NC 28166
Property Location: MURDOCK RD
Lot Number: TRi
Legal Description: LAURA CASH FOULKS REVOCABLE PB55-47
Municipal Information
Township Code: 16
City Code: 00
Neighborhood Code: 16035
Value Information - Current Year Prooerty Record Card (PRC)
Building Value: o
Other Building Features: 0
Land Value: 116010
Tax Assessed Value: 116010
Deferred: 0
Land Information - Reoister of Deeds Online Search
Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
http://web3.mobile311.com/IredellReport/report.aspx?PIN=4742306535.000 10/18/2017

Property Data
20081211
Tax Information
Exemption
Null
WD 1976 1393
55-47 16.96 AC RS
Tax Code 1 Tax Code 2
Tax Code 3 Tax Code 4 Tax Code 5
C ADVLTAX Null
FR05ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County
704.878.3118
Harmony
704.878.3118
Love Valley
704.878.3118
City of Statesville
704.878.3575
Town of Troutman
704.528.7600
Town of Mooresville
704.662.7040
Village of Davidson
704.892.7591
Page 2 of 2
http://web3.mobile3 l l.com/IredellReport/report.aspx?PfN=4742306535.000 10/18/2017

Property Data
Iredell County
Property Data
Parcel Number: 4741395538.000
Inquiry Date: 10/18/2017
Page 1 of 2
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not
certify the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping
data herein, or for their use or interpretation by the User.
Property Map
Owner/ Property Info
Tax Account Number: 11297000
Old Parcel Number:
Owner Name: CASH STEPHEN M+KATHRYN P
Mailing Address: 199 LEONA LANE TROUTMAN NC 28166
Property Location: LEONA LN
Lot Number: TR2
Legal Description: LAURA CASH FOULKS REVOCABLE PB55.47
Municipal Information
Township Code: 16
City Code: Null
Neighborhood Code: 16035
Value Information - Current Year Prooerty Record Card (PRC)
Building Value: 0
Other Building Features: 0
Land Value: 122850
Tax Assessed Value: 122850
Deferred: 0
Land Information - Reaister of Deeds Online Search
Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
http://web3.mobile3 l I.com/Iredel]Report/report.aspx?PfN=4741395538.000 10/18/2017

Property Data
20141124
Tax Information
Exemption
Null
WD 2329 769
55-47 17.96 AC RS
Tax Code 1 Tax Code 2
Tax Code 3 Tax Code 4 Tax Code 5
C ADVLTAX Null
FR05ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County
704.878.3118
Harmony
704.878.3118
Love Valley
704.878.3118
City of Statesville
704.878.3575
Town of Troutman
704.528.7600
Town of Mooresville
704.662.7040
Village of Davidson
704.892.7591
Page 2 of 2
http://web3.mobile3 l I.com/IredellReport/report.aspx?PIN=4741395538.000 10/18/2017

Property Data
Page 1 of 2
Iredell County
Property Data
Parcel Number: 4741381818.000
Inquiry Date: 10/18/2017
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not
certify the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping
data herein, or for their use or interpretation by the User.
Property Map
J, •
t ,
t, t+ ✓ � ` 1 i
t .
�' V
Owner/Property Info
Tax Account Number: 80019449
Old Parcel Number:
Owner Name: MURDOCK BRUCE P+CATHERINE C
Mailing Address: P 0 BOX 811 NEWTON NC 28658
Property Location: MURDOCK RD
Lot Number: Null
Legal Description: BRAWLEY SR2366 ANNEX1911-736
Municipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16035
Value Information - Current Year Prooerty Record Card (PRC)
Building Value: 0
Other Building Features: 0
Land Value: 905480
Tax Assessed Value: 905480
Deferred: 738660
Land Information - Register of Deeds Online Search
Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
http://web3.mobile3 l I.com/IredellReport/report.aspx?PIN=4741381818.000 10/18/2017

Property Data
20170623
Tax Information
Exemption
Null
NW 2496 1430
Null 115.642 AC RS
Tax Code 1 Tax Code 2
Tax Code 3 Tax Code 4 Tax Code 5
C ADVLTAX CI02ADVLTAX
FR05ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County
704.878.3118
Harmony
704.878.3118
Love Valley
704.878.3118
City of Statesville
704.878.3575
Town of Troutman
704.528.7600
Town of Mooresville
704.662.7040
Village of Davidson
704.892.7591
Page 2 of 2
http://web3.mobile311.com/IredellReport/report.aspx?PIN=4741381818.000 10/18/2017

O O iT N
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Legend
Streets
Parcels
Streams
Ponds
Q Project Boundary
4741193679.000
4741172716.000
Project Name: Murdock Road
Location: Troutman NC
For: Kathryn Godley
Coordinates: 35.71292, -80.87623
Fp Fp 47416717 0
4741375279.000 rv� 00
f9 0 250 500 7501000 Ft -
�p 474167638
0
Date: February 14, 2018
Parcel
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Project Name: Murdock Road
Location: Troutman NC
For: Kathryn Godley
Coordinates: 35.71292, -80.87623
Fp Fp 47416717 0
4741375279.000 rv� 00
f9 0 250 500 7501000 Ft -
�p 474167638
0
Date: February 14, 2018

q 1

USGS Topographic Map
NI
��l�A' � , •�l�i � r�, a. \� f .�•--.\�` ; � /' i r/, �� l '', I'1 �;�`I `! �`\.1 �\�tl ; '\ : ``�� �� ,,% �; � ,\�� � ' ! � i
�t _�" j I � _ i . ° ! i � \ _ �� . f,/' ^`� �` �� _. (1��\ / • � �, _a �. (, I moi°'-. � _`--`�J
I /
II .� t r� � � I \\, - -� - :�l �,1�\ll •L-� , � `; �_ �/ , _r.. - J � ...
`0141 rl
1�; I w�%��','�•' -f/% Il� j �"�J jam%%
Legend
Q Project Boundary _ ';b i1 r ✓ , `�
USGS Topo i1 -\�� _ -0 0.25 0.5 0.75 1 Ft
- :� \.•�
.�_ A
Project Name: Murdock Road
Location: Troutman NC
For: Kathryn Godley
Coordinates: 35.71292, -80.87623 Date: February 14, 2018

Legend
Streets
Project Boundary
USGS Two
RONMENTAL
USGS Topographic Map

Stony Point
I
USGS
Statesville West
Quadrangles
Cool Springs
Statesville East
L:]
Catawba
116
Troutman
Shepherds
Cleveland
Lake Nor an North
Mooresville
Enochville
0 1 2
Legend
Q Project Boundary
0 Iredell County
0 USGS Quadrangles
3 4 Miles
Project Name: Murdock Road
Location: Troutman NC
For: Kathryn Godley
Coordinates: 35.71292, -80.87623
Date: February 14, 2018

Drought Monitor
.I nil 7nrn 7 I 2tASP.t
tiite has normal climatic concitions Burin] samplinc
Site Location
ewisville i StO .;a em
aleJW-
`}
r
�EBx Q m:1
K4
igh f'omt
L
Intensity:
None
DO (Ab norm a tl-y Cary) ?'
D I M oderme Drought)73'
D2 (Severe Drought)
■ D3 (Extreme Dr- u.ght)
■ D4 (Excepctonal Drough.$
Project Name: Murdock Road
Location: Troutman NC
(RONMENTAL Owner/Developer: Kathryn Godley
Coordinates: 35.71292. -80.87623 Date: 03/02/2018

Legend
o Streets
Q Project Boundary
HU8_03040102_Wetlands
Freshwater Pond
Riverine
""%"6NMENTAL
National Wetland Inventory
Project Name: Murdock Road
Location: Troutman NC
For: Kathryn Godley
Coordinates: 35.71292, -80.87623
Date: February 14, 2018
Marthas
0 250 500 750100

Soil Map—Iredell County, North Carolina
(Murdock Road Project)
Map Scale: 1:7,440 fi prkted on A portrait (8.5' x 11") sheet
--- Meters
I 5uN Natural Resources N c 100 270 400 60C Web Soil Survey
� Conservation Service p 35p app 140D- 2100 National Cooperative Soil Survey
k Map projection: WebMerobr Comer coordinates: Wcs84 Web Soil Survev Pane 1 o
IRONMENTAL
Proiect Name: Murdock Road
Location: Troutman NC
Owner/Developer: Kathryn Godley
Coordinates: 35.71292, -80.87623 1 Date: February 14, 2018

MAP LEGEND
Area of Interest (AOQ
Spoil Area
Area of Interest (AOI)
Soils
1:12,000.
Soil Map Unit Polygons
,.�
Soil Map Unit Lines
Sal Map Unit Points
Speclal
Point Features
Very Stony Spot
Blowout
®
Borrow Pit
Source of Map: Natural Resources Conservation Service
Clay Spot
Other
Closed Depression
Gravel Pit
Coordinate System: Web Mercator (EPSG:3857)
Gravelly Spot
O
Landfill
k
Lava Flow
4L
Marsh or swamp
ig
Mine or Uuany
O
Miscellaneous Water
C
Perennial Water
V
Rock Outcrop
+
Saline Spot
r
Sandy Spot
Severely Eroded Spot
0
Sinkhole
j-,�
Slide or Sip
Af
Sodic Spot
K
i►l ,
AL
•�
MAP INFORMATION
Project Name: Murdock Road
Location: Troutman NC
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Owner/Developer: Kathryn Godley
Coordinates: 35.71292, -80.87623
Web Soil Survey Page 2 of 3
Date: February 14, 2018
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:12,000.
0
Stony Spot
Please rely on the bar scale on each map sheet for map
Very Stony Spot
measurements.
I?
Wet Spot
Source of Map: Natural Resources Conservation Service
p
Other
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
•.
Special Line Features
Maps from the Web Soil Survey are based on the Web Mercator
Water Features
projection, which preserves direction and shape but distorts
Streams and Canals
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
Transportation
accurate calculations of distance or area are required.
r
Rails
This product is generated from the USDA-NRCS certified data as
...
Interstate Hichways
of the version date(s) listed below.
US Routes
Soil Survey Area: Iredell County, North Carolina
Major Roads
Survey Area Data: Version 22, Sep 26, 2017
Local Roads
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
BadWound
Aerial Photography
aerial images were photographed: Apr 23, 2014—Feb 5,
.
2D017(s)
Project Name: Murdock Road
Location: Troutman NC
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Owner/Developer: Kathryn Godley
Coordinates: 35.71292, -80.87623
Web Soil Survey Page 2 of 3
Date: February 14, 2018

Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CaC
Cecil sandy loam, 6 to 10
0.0
0.0%
percent slopes
CeB2
Cecil sandy clay loam, 2 to 6
37.9
24.5%
percent slopes, moderately
eroded
CeC2
Cecil sandy clay loam, 6 to 10
62.3
40.2%
percent slopes, moderately
eroded
ChA
Chewacla loam, 0 to 2 ,percent
0.9
0.6%
slopes, frequently flooded
DAM
Dam
0.4
0.2%
DrB
Dorian fine sandy loam, 0 to 6
2.4
1.6%
percent slopes, rarely
flooded
LcB2
Lloyd clay loam, 2 to 6 percent
0.1
0.1%
slopes, moderately eroded
PaF
Pacolet sandy loam, 25 to 45
1.5
0.9%
percent slopes
PcD2
Pacolet sandy clay loam, 10 to
24.0
15.5%
15 percent slopes,
moderately eroded
PcE2
Pacolet sandy clay loam, 15 to
13.7
8.8%
25 percent slopes,
moderately eroded
W
Water
3.7
2.4%
WaA
Warne loam, 0 to 2 percent
8.1
5.2%
slopes, occasionally flooded
Totals for Area of Interest
155.0
100.0%
Web Soil Survey Page 3 of 3 1
Project Name: Murdock Road
-,I%
IRONMENTAL
Location: Troutman NC
.......... Owner/Developer: Kathryn Godley
Coordinates: 35.71292, -80.87623 Date: February 14, 2018

Ilk"
98196
'j"j, in r, 'I- ko
2,-.-1 C— I
ji
Su face Water Cknafficaticins:
Stfeem Warne: I L Creel[
From sourco to
If;Irj Cirrk
01,1:43if Coto n: C
Troutman.
�f X E43a f VVIST doea rNic C13cc More info
VV
U-Itykailt Amity Pei
"I t
NIP
Project Name: Murdock Road
Location: Troutman NC
IRONMENTAL
Owner/Developer: Kathryn Godley
Coordinates: 35.71292. -80.87623 Date: February 14, 2018

NC DENR - DIVISON OF WATER RESOURCES
.0309 YADKIN RIVER BASIN
2B .0300
Name of Stream
Description
Class
Class Date
Index No.
Skyview Lake
Entire lake and connecting stream to
WS -III
08/03/92
12-108-16-9
Hunting Creek
Beaver Creek
From source to Hunting Creek
WS -III
08/03/92
12-108-16-10
Hunting Creek
From a point 1.1 miles upstream of
WS-III;CA
08/03/92
12-108-16-(11)
Davie County SR 1147 to a point 0.3
mile upstream of Davie County SR
1147 (Town of Mocksville water
supply intake)
Hunting Creek
From a point 0.3 mile upstream of
WS -IV
09/01/94
12-108-16-(12)
Davie County SR 1147 to South
Yadkin River
Beaverdam Branch
From source to a point 0.7 mile
C
08/01/98
12-108-17-(1)
downstream of Rowan County SR
1003
Beaverdam Branch
From a point 0.7 mile downstream of
WS -IV
08/01/98
12-108-17-(2)
Rowan County SR 1003 to South
Yadkin River
Bear Creek
From source to a point 0.2 mile
C
08/01/98
12-108-18-(1)
downstream of U.S. Hwy. 64
Little Bear Creek
From source to Bear Creek
C
08/01/98
12-108-18-2
Blue Branch
From source to Little Bear Creek
C
08/01/98
12-108-18-2-1
Bear Creek
From a point 0.2 mile downstream of
WS -IV
08/01/98
12-108-18-(3)
U.S. Hwy. 64 to South Yadkin River
Baxter Creek (Beaver Creek)
From source to Bear Creek
WS -IV
09/01/94
12-108-18-4
South Yadkin River
From a point 1.0 mile upstream of
WS-IV;CA
09/01/94
12-108-(19)
NC Hwy. 801 to Town of Cooleemee
water supply intake (located 0.3 mile
upstream of NC Hwy. 801)
South Yadkin River
From Town of Cooleemee water
C
08/01/98
12-108-(19.5)
supply intake to Yadkin River
Fourth Creek
From source to South Yadkin River
C
08/01/98
12-108-20
Morrison Creek
From source to Fourth Creek
C
09/01/74
12-108-20-3
Gregory Creek
From source to Morrison Creek
C
09/01/74
12-108-20-3-1
Third Creek (Third Creek WS No.
From source to Fourth Creek
C
08/01/98
12-108-20-4
37)
Brady Branch
From source to Third Creek
C
09/01/74
12-108-20-4-1
Doctors Branch
From source to Brady Branch
C
09/01/74
12-108-20-4-1-1
Back Creek
From source to Third Creek
C
09/01/74
12-108-20-4-2
Duck Creek
From source to Third Creek
C
09/01/74
12-108-20-4-3
I -L Creek
From source to Third Creek
C
09/01/74
12-108-20-4-4
Greasy CreeK
From source to Third Creek
C
09/01/74
12-108-20-4-5
Little Creek
From source to Third Creek
C
09/01/74
12-108-20-4-6
Second Creek (North Second
From source to South Yadkin River
C
08/01/98
12-108-21
Creek)
Back Creek
From source to a point 0.2 mile
WS-II;HQW
08/03/92
12 -108 -21 -1 -
downstream of Rowan County SR
(0.5)
1737
Sills Creek
From source to Back Creek
WS-II;HQW
08/03/92
12-108-21-1-1
22

Project Name: Murdock Road
Q c Location: Troutman NC
.�-
RONMENTAL Owner/Developer: Kathryn Godley
Coordinates: 35.71292.-80.87623 Date: February 14, 2018

Legend
o Streets
Q Project Boundary
Streams
Ponds
VIRONMENTAL
National Hydrographic Dataset
Cn
Project Name: Murdock Road
Location: Troutman NC
For: Kathryn Godley
Coordinates: 35.71292, -80.87623
Date: February 14, 2018
Matrthas
0 250 500 7501000 Ft

LiDAR Digital Elevation Model
Murdock Rd
v A. ,
Project Name: Murdock Road
Location: Troutman NC
For: Kathryn Godley
Coordinates: 35.71292, -80.87623
Date: February 14, 2018
t
7�
v A. ,
Project Name: Murdock Road
Location: Troutman NC
For: Kathryn Godley
Coordinates: 35.71292, -80.87623
Date: February 14, 2018

Upper Third Creek030401020302
HUC12 Watersheds
Stumpy Creek -Lake Norma n030501011106
Legend 1105
Q Project Boundary
0 Iredell County
0 HUC 12
.I
lrs -01 ,ti
1020402
Middle Third Creek030401020303
Withrow Creek030401020502
0 1 2 3 4 Miles
Project Name: Murdock Road
Location: Troutman NC
For: Kathryn Godley
Coordinates: 35.71292, -80.87623 Date: February 14, 2018

HUC 8 Watersheds
03040102Sout Yadkin
03050101Upper atawba
Legend
Q Project Boundary
Iredell County
Q HUC 8
0 1 2 3 4 Miles
03040105Ro ky
Project Name: Murdock Road
Location: Troutman NC
JQ C
0NMENTAL
For: Kathryn Godley
Coordinates: 35.71292, -80.87623
Date: February 14, 2018

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Site Photographs October 26th 2017
25). CH 500 @ Property Line
27). Pond @ WL 3100
26). Pond

-44*4�! W
ROPJMEN-AL
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.
Legend
0 Project Boundary
Delineation Lines
Intermittent
Perennial
Pond
Wetland

-"IsITLAS
IRONMENTAL
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.
Legend
0 Project Boundary
Delineation Lines
Intermittent
Perennial
Pond
Wetland

'"*
TLAS
4-vRONMENTA-
Legend
Q Project Boundai
Delineation Lines
Intermittent
Perennial
Pond
Wetland
Murdock Road: Aquatic Resource Sketch Map
4 of 4
Photo
25 1
(Photo 24 1
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.

NC DWO Stream Identification Form Version 4.11
Date: 10/31/17
Project/Site:Murdock Road
CH too
Latitude: 35.7170
Evaluator:J Sinclair A Baggarley
county: Iredell
Longitude: -80.8763
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent 10.5
if >_ 19 or perennial if> 30'
Ephemeral Inteptittent Perennial
e.g. Quad Name:
A. Geomorphology Subtotal = 7.5
Absent
Weak
Moderate
Strong
1 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
Sketch:
artificial ditches are not rated; see discussions in manual
R Hvdrnlnnv fSuhtntal = 1 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?
0
No = 0
Yes = 3
1.5
C_ Rinlnnv tSuhtntal = 7
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
0
1
0
1
1
1
0
�5
0
0
0
•5
•5
0
0
1
1
0
0
0
0
0
0
0

NC DWn Stream identification Form Version 4.11
Date: 10/31/17
Project/Site:Murdock Road
CH loo
Latitude: 35.7136
Evaluator:J Sinclair A Baggarley
county: Iredell
Longitude: -80.8787
Total Points:
Stream is least intermittent 50
Stream Determination (circle one)
Other
at
if z 19 or perennial if t 30*
finial
Ephemeral Intermittent Pewfinial
Pew
e.g. Quad Name:
Geomorphology Subtotal = 23.5
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
Sketch:
- artificial ditches are not rated; see discussions in manual
R Hvriminnv (Ciihtntal = I-_[ 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?
0
No = 0
Yes = 3
1.5
f' Rinlnnv /QiiKfntnl = In
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
3
3
2
3
3
2
1
1.5
0
3
3
1.5
1
1
3
3
3
3
0
1.5
1.5
1.5
•5
0

NC DWn Stream identification Form Version 4.11
Date: 10/31/17Project/Site:
Murdock Road
zoo
Latitude: 35.7164
Evaluator:J Sinclair A Baggarley
county: Iredell
Longitude: -80.8778
Total Points:
Stream Detennination (circle one)
Other
Stream is at least intermittent 44.5
Ephemeral Intermittent Pe r� nial
'
e.g. Quad Name:
if z19 or perennial if z 30'
T
3
A. Geomorphology Subtotal = 20.5
Absent
Weak
Moderate
Strong
1 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
Sketch:
artificial ditches are not rated; see discussions in manual
R Hvriminnv (Ciihtntal = 17 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?
0
No = 0
Yes = 3
1.5
t ; Rininnv lSuhtntal = 17 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:
3
2
3
2
2
2
2
2
1
1.5
0
3
3
1
1
1
3
2
3
3
0
1
1.5
1.5
O
O

NC DWQ Stream Identification Form Version 4.11
Date: 10/31/17
Project/Site:Murdock Road
CH 300
Latitude: 35.7078
Evaluator:J Sinclair A Baggarley
County: Iredell
Longitude: -80.8784
Total Points:
Stream is least intermittent 51
Stream Determination (circle one)
Other
at
if 2 19 or perennial if z 30*
Ephemeral Intermittent PeWAnial
e.g. Quad Name:
A. Geomorphology (Subtotal= 24
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 1
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
Sketch:
a artificial ditches are not rated; see discussions in manual
B. Hvdrologv (Subtotal = 13 )
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?
0
No = 0
Yes = 3
1.5
C. Bioloqv (Subtotal = 14 )
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
3
2
1.5
1.5
0
3
3
1.5
1.5
1
0
1.5
1.5
1.5
•5
0

NC DWO Stream Identification Form Version 4.11
Date: 10/31117
Project/Site:Mur Murdock
CH 400
Latitude: 35.7106
Evaluator:J Sinclair A Baggarley
county: Iredell
Longitude: -80.8724
Total Points:
Stream is least intermittent 34
Stream Determination (circle one)
Other
at
if 2 19 or pereneial if z 30'
Ephemeral Intermittent Pe vial
e.g. Quad Name:
A. Geomorphology ( Subtotal = 23
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
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
Sketch:
artificial ditches are not rated; see discussions in manual
R Hvriminnv (Ruhtntal = 11 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?
0
No = 0
Yes = 3
1.5
C Rinlnnv (Suhtntal = 1n_r, 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:
3
3
3
2
2
3
3
2
1
1
0
3
2
1
1
1
3
2
3
2
0
1
1.5
1
O
O

NC DWO Stream Identification Form Version 4.11
Date: 10/31/17
Project/Site:Murdock Road
CH 5oo
Latitude: 35.7110
Evaluator:J Sinclair A Baggarley
County: Iredell
Longitude: -80.8694
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent 35
Ephemeral Intermittent Pewfinial
e.g. Quad Name:
if Z 19 or perennial if 2:30*
2
3
A. Geomorphology Subtotal = 23
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
Sketch:
artificial ditches are not rated; see discussions in manual
R Hvrtrnlnnv (Si ihtntal = 11 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?
0
No = 0
Yes = 3
1.5
C_ Binloav (Suhtotal = 11
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
3
2
2
3
3
2
1
1
0
3
2
1
1
1
3
2
3
2
0
1.5
1.5
1
O
0

J
71 Proiect Boundary \Form 4
Form 1
Form 3
Form 2
0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Murdock Rd City/County: Troutman/Iredell Sampling Date: 10/17/2017
Applicant/Owner: KB Godley State: NC Sampling Point: typical WL
Investigator(s): J Sinclair A Baggarley Section, Township, Range: Troutman
Landform (hillslope, terrace, etc.): floodplain Local relief (concave, convex, none): convex Slope (%): 2
Subregion (LRR or MLRA): LRR P Lat: 35.7163 Long: -80.8761 Datum: NAD 83
Soil Map Unit Name: Pacolet NWI classification: None
Are climatic / hydrologic conditions on the site typical for this time of year? Yes _ ✓ No (If no, explain in Remarks.)
Are Vegetation . Soil. or Hydrology significantly disturbed? n0 Are "Normal Circumstances" present? Yes ✓ No
Are Vegetation Soil. or Hydrology, naturally problematic? no (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 Is the Sampled Area
Hydric Soil Present? Yes _ ✓ No_ _ within a Wetland? Yes ✓ No
Wetland Hydrology Present? Yes ✓ No
Remarks: Upland Depression WL Series tpical varies
WL Type Appx. Acreage
24 H R Weather Clear. 6o degrees F during site visit.
Recent Weather Recent showers
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reouired)
Primary Indicators (minimum of one is reauired: check all that aooly)
_ Surface Soil Cracks (86)
Surface Water (Al)
True Aquatic Plants (B14)
✓ Sparsely Vegetated Concave Surface (138)
✓ High Water Table (A2)
Hydrogen Sulfide Odor (Cl)
✓ Drainage Patterns (610)
✓ Saturation (A3)
✓ Oxidized Rhizospheres on Living Roots (C3)
Moss Trim Lines (616)
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 (B3)
Thin Muck Surface (C7)
Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4)
Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
Iron Deposits (135)
Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (137)
Shallow Aquitard (133)
Water -Stained Leaves (69)
✓ Microtopographic Relief (D4)
Aquatic Fauna (B13)
✓ FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches): 0
Water Table Present? Yes ✓ No
Depth (inches): 4
Saturation Present? Yes ✓ No
Depth (inches): 0
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: wl boundary°o Cover Species? Status
1. Liriodendron tulipfera 20 Y FAC
2. Acer rubrum 5 N FAC
5.
6.
27 = Total Cover
50% of total cover: 13.2 20% of total cover: 5.4
Sapling Stratum (Plot size: wl boundary)
1. Acer rubrum 5 Y FAC
2.
3.
40 = Total Cover
50% of total cover: 20 20% of total cover: 8
Shrub Stratum (Plot size: wl boundary )
1. Viburnum nudum 45 Y OBL
5.
50% of total cover:
Herb Stratum (Plot size: )
1. Juncus effusus
2.
3.
4.
6.
7.
11
45 = Total Cover
20% of total cover:
7 Y F
7 = Total Cover
50% of total cover: 6 20% of total cover: 2.4
Woody Vine Stratum (Plot size: )
1. Lonicera japonica 15 Y FAC
2. Smilax rotundifolia 5 Y FAC
3. Toxicodendron radicans 2 N FAC
4.
Murdock Rd
Sampling Point: typical WL
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 7
(A)
Total Number of Dominant
Species Across All Strata: 7
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100%
(A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A)
(B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
F71 1 - Rapid Test for Hydrophytic Vegetation
❑✓ 2 - Dominance Test is >50%
❑ 3 - Prevalence Index is 53.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
❑ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine — All woody vines, regardless of height.
Hydrophytic
22 =Total Cover Vegetation
50% of total cover: 1 1 20% of total cover: 4.4 Present? Yes ✓ No
Remarks: (Include photo numbers here or on a separate
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

Murdock Rd
SOIL Sampling Point: typical WL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
Polyvalue Below Surface (S8) (MLRA 147, 148)
(inches)
Color (moist) %
Color (moist) % Tvpe
Loc Texture Remarks
0-4
10 YR 4 /2 80
10 YR 5 /6 20 C
M loam
4-9
10 YR 3 /1 70
10 YR 3 /2 30
M Clay
9-16
10 YR 3 /1 100
sandy c
Hydric Soil Indicators:
Histosol (Al)
Histic Epipedon (A2)
Black Histic (A3)
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) (LRR N,
MLRA 147, 148)
_ Sandy Gleyed Matrix (S4)
✓ Sandy Redox (S5)
Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
sduced Matrix. MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Redox Depressions (F8)
Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and
_ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Hydric Soil Present? Yes ✓ No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0
Indicators for Problematic Hydric So
Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
Depleted Matrix (F3)
(MLRA 136, 147)
Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
✓ Depleted Dark Surface (F7)
Other (Explain in Remarks)
Redox Depressions (F8)
Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and
_ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Hydric Soil Present? Yes ✓ No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Murdock Road City/County: Troutman/ Iredell Sampling Date: 10/26/2017
Applicant/Owner: KB Godley State: NC Sampling Point: upland
Investigator(s): A Baggarley, J Sinclair Section, Township, Range: Shepherds Quadrangle
Landform (hillside, terrace, etc.): Valley Local relief (concave, convex, none): convex Slope (%): –6
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.711041* Long: -80.869914° Datum: NAD 83
Soil Map Unit Name: Pacolet NWI classification: None
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:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one is required* check all that aooly)
_Surface Soil Cracks (136)
_Surface Water (Al)
_True Aquatic Plants (614)
_Sparsely Vegetated Concave Surface (138)
—High Water Table (A2)
—Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (1310)
_Saturation (A3)
—Oxidized Rhizospheres on Living Roots (C3)
—Moss Trim Lines (616)
—Water Marks (61)
—Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132)
—Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_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 (D1)
_ Iron Deposits (85)
_ Geomorphic Position (132)
_ Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (133)
—Water -Stained Leaves (139)
_Microtopographic Relief (D4)
Aquatic Fauna (613)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches):
Wetland Hydrology Present? Yes No X
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: upland
7.
Absolute
Dominant
Indicator
2 - Dominance Test is >50%
9.
Tree Stratum (Plot size: 30' )
% Cover
Species?
Status
Dominance Test worksheet:
18 20% of total cover: 7
data in Remarks or on a separate sheet)
1.
Quercus phellos
20
Yes
FAC
Number of Dominant Species
2. Viola bicolor
5 Yes FACU
2.
Liquidambar styracrflua
25
Yes
FAC
That Are OBL, FACW, or FAC:
4
(A)
3.
Liriodendron tulipifera
15
Yes
FACU
Total Number of Dominant
Sapling/Shrub - Woody plants, excluding vines, less
4.
Quercus rubra
10
No
FACU
Species Across All Strata:
9
(B)
5.
11
of size, and woody plants less than 3.28 ft tall.
Percent of Dominant Species
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
6.
height.
That Are OBL, FACW, or FAC:
44.4%
(A/B)
7.
Prevalence Index worksheet:
70
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
35 20% of total cover:
14
OBL species 0 x 1 =
0
Sapling/Shrub Stratum (Plot size: 15'
)
FACW species 0 x 2 =
0
1.
Cornus florida
20
Yes
FACU
FAC species 55 x3=
165
2.
flex opaca
15
Yes
FACU
FACU species 75 x4=
300
3.
UPL species 0 X5=
0
4.
Column Totals: 130 (A)
465
(B)
5.
Prevalence Index = B/A =
3.58
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
3 - Prevalence Index is 153.01
35 =Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
18 20% of total cover: 7
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 15 FT )
_ Problematic Hydrophytic Vegetation' (Explain)
1. Toxicodendron radicans
5 Yes FAC
'Indicators of hydric soil and wetland hydrology must be
2. Viola bicolor
5 Yes FACU
present, unless disturbed or problematic.
3.
Definitions of Four Vegetation Strata:
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 (1
9.
m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
10 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
5 20% of total cover: 2
height.
Woody Vine Stratum (Plot size: 15' )
1. Rubus argutus 10 Yes FACU
2. Smilax rotundifolia 5 Yes FAC
3.
4.
5.
Hydrophytic
15 =Total Cover Vegetation
50% of total cover: 8 20% of total cover: 3 Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: 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' LoC2
Texture Remarks
0-10 5YR 4/4 100
Loamy/Clayey
10-18 5YR 4/4 60
2.5YR 4/6 40 C M
Loamy/Clayey Distinct redox concentrations
'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 Soils':
_ Histosol (A1)
_ 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 (All 6)
_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 (All 0) (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:
This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0