20211505 Ver 1_Appendix F - WoUS REPORT AND SAW-2020-00436 PJD CONCURRENCE_20211013

APPENDIX F
WoUS REPORT AND SAW-2020-00436 PJD CONCURRENCE

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-00436 County: Lincoln U.S.G.S. Quad: NC- Lowesville
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor:
VP Land Management
Jason Conner
Address:
842 Old US Hwy 70
Black Mountain, NC 28711
Telephone Number:
[phone]
E-mail:
iconnerkhedrickind.com
Size (acres) 500.49
Nearest Waterway Killian Creek
USGS HUC 03050101
Nearest Town Stanley
RiverBasin Santee
Coordinates Latitude:35.428507
Longitude:-81.016637
Location description: Property is located at 6941 Quarry Lane, nearStanley. Lincoln Cou=.North Carolina. PIN(s): 3691-97-
1012(02861),3691-78-6885(02862),3691-75-7105(30239),3691-85-0586(31188),3691-96-3362(34252),3691-69-6786
(52621).3691-96-4888(56506).3691-67-4030(73724).4601-07-1336(74885).3691-74-1834(78253).3691-65-2567(78254).4601-
07-9462 (83151), 3691-85-3800 (84029),3691-85-6983 (85905
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appearto be waters onthe above described project area/property, thatmay be subjectto Section 404 ofthe Clean Water
Act (CWA)(33 USC § 1344) and/or Section 10 ofthe Rivers and Harbors Act (RHA) (33 USC § 403). The waters have been
delineated, and the delineation has beenverifiedby the Corps to be sufficiently accurate and reliable. The approximate boundaries
of these waters are shown on the enclosed delineation map dated 3/2/2021. Therefore this preliminary jurisdiction determination
maybe used in the permit evaluation process, including determining compensatory mitigation. For purposes of computationof
impacts, compensatory mitigationrequirements, and other resource protection measures, a permit decision made on the basis of a
preliminary JD will treat allwaters andwetlands thatwould be affected in anyway by the permitted activity on the site as if they
are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, y ou m ay reque st a n a pproved JD, which is an appealable
action, by contactingthe Corps district for further instruction.
❑ There appear to be waters on the above described project area/property, thatmay be subjectto Section 404 ofthe Clean Water
Act (CWA)(33 USC § 1344) and/or Section 10 ofthe Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters
have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process.
Without a verified wetland delineation, this preliminary determination is merely an effective presumption of C WA/RHA
jurisdiction over allof the waters at the project area, which is not sufficiently accurate andreliable to support anenforceable
permit decision. We recommend that you have the waters on your project area/property delineated. As the Corps may not be able
to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultantto conduct a delineation that can
be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters ofthe United States within the above describedproject area/property subjectto the permit
requirements of Section 10 of the Rivers andHarbors Act (RHA) (33 USC § 403) and Section 404 ofthe Clean WaterAct
(CWA)(33USC§ 1344). Unless there is a change in law or our published regulations, this determination maybe relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waterson the above described project area/property subjectto the permit requirements of Section 404 ofthe Clean
WaterAct(CWA)(33USC§ 1344). Unless there is a change in the law or our published regulations, this determination maybe
relied upon fora period notto exceed five years from the date of this notification.
❑ We recommend you have the waters on your project area/property delineated. As the Corps may notbe able to accomplish
this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation thatcan be verified by
the Corps.

SAW-2020-00436
❑ The waters on your project area/property have been delineated and the delineation has been verified by the Corps. The
approximate boundaries of these waters are shown on the enclosed delineationmap dated DATE. We strongly suggest youhave
this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey
will provide an accurate depiction of all areas subject to CWAjurisdiction on your property which, provided there is no change in
the law or our published regulations, maybe relied upon for a periodnotto exceed five years.
❑ The waters have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official
identified below onDATE. Unless there is a change in the law or our published regulations, this determinationmay be relied
upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, pre sent on the above described project area/property which are subject to the
permit requirements of Section404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination maybe relied upon for a period notto exceed five years from the date of this notification.
❑ The property is located in one ofthe 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of CoastalMa nagement in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill materialwithin waters of the US, in cludin g wetlands, without a Department ofthe Army permit may
constitute a violation of Section301 of the Clean WaterAct (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters ofthe United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
rega rdin g this determination and/or the Corps regulatory program, please contact Krystynka B Stygar at 252-545-0507 or
krystynka.b.siygar&gsace.army.mil.
C. Basis For Determination: Based on information submitted by the annlicant and available to the U.S.
Army Corps of Engineers, the project area exhibits criteria for waters of the U.S. as defined in 33
CFR 328, Regulatory Guidance Letter 05-05, the 1987 Wetland Delineation Manual, and/or Regional
Supplement to the 1987 Manual: Eastern Piedmont and Mountains v2.0. See the preliminary
jurisdictional determination form dated 03/08/2021 included in the file. Click here to enter text.
D. Remarks: See figure 6. For approximate Aquatic Resource map
E. Attention USDA Program Participants
This delineation/determinationhas been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may notbe 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 pro gram s, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approvedjurisdictional determinations as indicated in B.
above)
This correspondence constitutesan approvedjurisdictional determination for the above described site. If you objectto this
determination, you mayrequestanadministrative appealunderCorps regulations at33 CFRPart 331. Enclosed you will find a
Notification ofAppealProcess (NAP) fact sheet andrequestfor appeal (RFA) form. Ifyonrequest to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60Forsyth StreetSW,Room 1OM15
Atlanta,Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, thatit meets the criteria for appeal
under 33 CFR part 331.5, andthat it has been received by the Division Office within 60 days ofthe date ofthe NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official: 646ra-,,
Date of JD: 3/8/2021 Expiration Date of JD: Not almlicable

SAW-2020-00436
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: CEC
Kevin Thomas
Address: 3701 Arco Corporate Drive, Suite 400
Charlotte, NC 28273
Telephone Number: [phone]
E-mail: kthomaskcecinc.com

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: VP Land Management, Jason Conner File Number: SAW-2020-00436 I Date: 3/8/2021
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMITDENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies yourrights and options regarding an administrative appealof the above decision.
Additional information may be found at orhttp://www.usace.army.miUMissions/CivilWorks/Regulatory Pro aamandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and yourwork is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appealthe permit, including its terms and conditions, and approved jurisdictionaldeterminations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit yourright to appealthe permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a)modify the permit to address allof your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluatingyour objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appealthe permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and yourwork is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appealthe permit, including its terms and conditions, and approved jurisdictionaldeterminations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appealthe declined permit underthe Corps of Engineers Administrative AppealProcess by completing Section II of
this form and sendingthe form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appealthe denialof a permit underthe Corps of Engineers Administrative AppealProcess by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept orappealthe approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appealthe approved JD.
• APPEAL: If you disagree with the approved JD, you may appealthe approved JD under the Corps of Engineers
Administrative AppealProcess by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which maybe appealed),
by contactingthe Corps district for further instruction. Also you may provide newinformation for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FORAPPEAL OROBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appealis limited to a review of the administrative record, the Corps memorandum forthe
record of the appealconference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant northe Corps may add new information or analyses to the record.
However, you may provide additionalinformation to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/orthe
If you only have questions regarding the appealprocess you may
appealprocess you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative AppealReview Officer
Attn: Krystynka B Stygar
CESAD-PDO
Charlotte Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 1 OM 15
8430 University Executive Park Drive, Suite 615
Atlanta, Georgia 30303-8801
Charlotte, NorthCarolina28262
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appealprocess. You will be provided a 15-day
notice of any site investigation, and will have the opportunity to participate in all site investi yations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Krystynka B Stygar, 8430University Executive Park Drive, Suite
615, Charlotte, North Carolina 28262
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CE SAD-PDO, 60 Forsyth Street, Room 1 OM15, Atla nta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 03/05/2021
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: VP Land Management, Jason Conner, 842
Old US Hwy 70, Black Mountain, NC 28711
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Hedrick Gravel and Sand
Company, SAW-2020-00436
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Property is located at 6941 Quarry
Lane, near Stanley, Lincoln County, North Carolina. PIN(s): 3691-97-1012 (02861) , 3691-78-6885 (02862),
3691-75-7105 (30239), 3691-85-0586 (31188), 3691-96-3362 (34252), 3691-69-6786 (52621), 3691-96-
4888 (56506), 3691-67-4030 (73724),4601-07-1336 (74885), 3691-74-1834 (78253), 3691-65-2567 (78254),
4601-07-9462 (83151), 3691-85-3800 (84029),3691-85-6983 (85905)
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Lincoln City: Stanley
Center coordinates of site (lat/long in degree decimalformat): Latitude: 35.428507 Longitude: -81.016637
Universal Transverse Mercator:
Zone 17
Name of nearestwaterbody: Killian Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s):
TABLE OFAQUATIC RESOURCES INREVIEWAREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site Number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated
amountof
aquatic
resources in
reviewarea
(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 404or
Section 10/404)
SA 1
35.437352
-81.021408
5194 LF
Non -wetland waters
Section 404
SA 2
35.438927
-81.019727
77 LF
Non -wetland waters
Section 404
SA 3
35.430406
-81.027650
3391 LF
Non -wetland waters
Section 404
SA 4
35.425928
-81.021756
296 LF
Non -wetland waters
Section 404
SAS
35.425475
-81.022102
3257 LF
Non -wetland waters
Section 404
SA 6
35.422755
-81.024524
3507 LF
Non -wetland waters
Section 404
WA 1
35.437619
-81.020154
4.5 Acres
Wetland Waters
Section 404
Pond 1
35.435560
-81.019736
6.8 Acres
Non -wetland waters
Section 404
Pond 2
35.432172
-81.018788
0.8 Acres
Non -wetland waters
Section 404
Pond 3
35.4632262
-81.017953
0.9 Acres
Non -wetland waters
Section 404
Pond 4
35.431222
-81.018602
0.3 Acres
Non -wetland waters
Section 404
Pond 5
35.431359
-81.017159
1.2 Acres
Non -wetland waters
Section 404
Pond 6
35.430798
-81.016788
0.9 Acres
Non -wetland waters
Section 404

1. The Corps of Engineers believes that there may bejurisdictional 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 (AID) 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 othergeneral permitverification 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 rightto request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subjectpermit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative orjudicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "may be"waters of the U.S. and/or that there "maybe" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affectedby the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Figure 6: Potential Jurisdictional Features Map
® Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
❑ Office concurs with data sheets/delineation report.
El Office doesnotconcurwith data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
El Corps navigable waters' study:
El U.S. Geological Survey Hydrologic Atlas:
El USGS NHD data:
❑ USGS 8 and 12 digit HUC maps:
® U.S. Geological Survey map(s). Cite scale & quad name: Figure 2: USGS Map
® Natural Resources Conservation Service Soil Survey. Citation: Figures 4A & 4 B, Current and published Soil
surveys
®Nationalwetlands inventory map(s). Cite name: Figure 5: USFWS NWI Map
❑ State/local wetland inventory map(s):
❑FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): Figure 3: Current aerial map Dated 12-7-2019
or ® Other (Name & Date): Attachment C: On -site Photos
❑ Previous detennination(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 Corns
and should not be relied upon for later jurisdictional determinations.
Signature and date of Regulatory
staff member completing PJD
3/8/2021
Signature and date of person requesting PJD
(REQUIRED, unless obtainingthe signature is
impracticable)'
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respondwithin the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action_

6
*+'
NORTH
1<
SA2: Potential Waters of the US
-77 If
WA1: Potential Wetland Waters of the
Total: -4.5 Acres,-196,020 sq ft
SA1: Potential Waters of the US
-4,483 If
REFERENCES AND NOTES
1. ESRI WORLD IMAGERY/ARCGIS MAP SERVICE:
"« HTTP:HGOTO.ARCGISONLINE.COM/MAPS/WORLD_IMAGERY,
ACCESSED 3/2/2021, IMAGERY DATE: 2/1/2019.
2. THIS MAP WAS DEVELOPED FOR PLANNING PURPOSES
ONLY AND MAY NOT BE SUITABLE FOR CERTAIN LEGAL,
ENGINEERING, OR SURVEYING PURPOSES. USERS OF THIS
DP 2 U INFORMATION SHOULD REVIEWOR CONSULT THE PRI-
MARY DATAAND INFORMATION SOURCES TO ASCERTAIN
THE USIBILITY OF THE INFORMATION.
- - 3. ALL LENGTHS ANDAREAS ARE APPROXIMATE
DP 1 Wet NOTES:
THE USACE PREVIOUSLY APPROVED 3.8ACRES OF JURIS-
DICTIONAL WETLAND ON 7/15/2020 FOR WA-1, WHEREAS
RECENT SURVEY CONDUCTED ON 11/18/2020 INDICATED
4.5 ACRES OF WETLAND.
DP = DATA POINT
SCP = STREAM COLLECTION POINT
'8
,
Pond 1
♦
♦
-6.8 Acres
Pond 2
♦�
�
-0.8 Acres
Pond 3
1
♦
-0.9 Acres
♦
1
i
Pond 5
r
-1.2 Acres
1
1
+
Pond 6
r
,�
-0.9
Acres
t
t Pond 4
Sc 3 -0.3 Acres
1
C,
t
` i SA3: Potential Waters of the US
-3,391 1f
SA4: Potential Waters of the US
ScP 4
-296 If
55
`
ScP 5
.
r
oo
♦ '�-
oo
rt
h
SA5: Potential Waters of the US
o
�
-3,257 If
E
SCP6
5 . o
LEGEND
Q PROJECTAREA BOUNDARY
'
(-500.2 ACRES)
i
POND
SA6: Potential Waters of the US
POTENTIAL WATERS OF THE US -
�iA00
-3,507 If
WETLAND (-4.5 ACRES)
i
POTENTIAL WATERS OF THE US
SCALE IN FEET
j
0 SCP
b
b0
500 1,000 2,000
�
e
DP
J
V. B.HEDRICK INDUSTRIES INC.
,�,��
LAKE NORMAN QUARRY
Civil & Environmental Consultants, Inc.
LINCOLN COUNTY, NORTH CAROLINA
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
b [phone] [phone]
POTENTIAL JURISDICTIONAL FEATURES MAP
b www.cecinc.com
DRAWN BY: HLS
CHECKED BY: KT
APPROVED BY: KT*
FIGURE NO: �+
6
y DATE: 3/2/2021
SCALE: 1 = 1,000
PROJECT NO: 183-802
V of
L
*Hand Siqnature on file

flm-ml-MMMIMM7
Civil & Environmental Consultants, Inc.
April 1, 2020
Email Transmittal: [e-mail]
Ms. Catherine Janiczak
Project Manager
U.S. Army Corps of Engineers
Charlotte Regulatory Office
Dear Ms. Janiczak
Subject: Preliminary Jurisdictional Determination Package; Forney Creek
Relocation
Hedrick Gravel & Sand CO -Lake Norman Quarry, Lincoln County, NC
CEC Project 183-802
LETTER OF TRANSNHTTAL
WE ARE SENDING YOU: ® Preliminary JD Package ❑ Approved JD Package
ON BEHALF OF: Hedrick Industries; POC: Mr. Jason Conner
ATTACHMENTS INCLUDED:
NO.
DESCRIPTION
1
Preliminary ORM
2
2a. Jurisdictional Determination Request Form & 2b.1, 2b.2 & 2b.3 PJD Forms
3
Agent Authorization Form
4
Property Owner Deed Information
5
Figure 1. Vicinity Ma
6
Figure 2. USGS Topographic Ma
7
Figure 3. Aerial Map
8
Figure 4a. USDA-NRCS Current Soil Survey of Lincoln County
9
Figure 4b. USDA-NRCS Historic Soil Survey of Lincoln County
10
Figure 5. National Wetland Inventor
11
Figure 6. Potential Jurisdictional Boundaries
12
USACE Wetland Determination Data Forms
13
NCDEQ Stream Classification Forms
14
Photographs
THESE ARE TRANSMITTED as checked below:
® For verification and signature ❑ Revisions per field visit ❑ As requested ❑ As submitted
REMARKS: Ms. Janiczak, we are submitting a PJD Package for your verification and signature.
3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.com

Ms. Catherine Janiczak - US Army Corps of Engineers
CEC Project 183-802
Page 2
April 1, 2020
Please don't hesitate to contact Kevin Thomas at 410-259-4745 or kthomas(2cecinc.com should
you have any questions or comments regarding this request.
Sincerely,
r�
Kevin Thomas, PWS & NCLSS Todd Gingerich
Senior Project Manager Principal
s��� sc�F�
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�s KEVIN A, THQMAB�,
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`ems' •vnr•
Civii & Environmental Consultants, Inc.

Preliminary ORM Data Entry Fields for New Actions
ACTION ID 4: SAW- Begin Date (Date Received):
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Hedrick Gravel & Sand CO -Lake Norman Quarry -Forney Creek
2. Work Type: ❑Private ❑Institutional ❑Government Z Commercial
3. Project Description / Purpose [PCN Form 133d and 133e]:
Conduct a low head dam removal, utilize natural stream channel design and construction methods to provide ecological
uplift/enhancement to Forney Creek in response to the necessity to expand the current mine wall at the Lake Norman Quarry in Lincoln
County, NC.
4. Property Owner / Applicant [PCN Form A3 or A41: Hedrick Gravel & Sand CO
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Civil & Environmental Consultants, Inc.; POC: Mr. Kevin Thomas
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
6941 QUARRY LANE STANLEY NC 28164
8. Project Location —Tax Parcel ID [PCN Form Bla]: 02862 & 52621
9. Project Location — County [PCN Form A2b]: Lincoln
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Stanley
11. Project Information — Nearest Waterbody [PCN Form 132a]: Forney Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: 03050101-Catawba
Authorization: Section 10 ❑ Section 404 ❑✓
Regulatory Action Type:
❑ Standard Permit
Nationwide Permit 4
Regional General Permit 9
✓ Jurisdictional Determination Request
Section 10 and 404 ❑
❑Pre -Application Request
❑ Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602

urisdictional Determination Reauest
US Army Corps
of Engineers.
Wilmington District
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:
http://www.saw.usace.aimy.mil/Missions/Re ul�atoiyPermitProi4ram/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: 6941 QUARRY LANE
City, State: Stanley, North Carolina
County: Lincoln
Parcel Index Number(s) (PIN): See attached Deed Forms
B. REQUESTOR INFORMATION
Name: Kevin Thomas
Mailing Address: 3701 Arco Corporate Dr., Suite 400
Charlotte, NC 28273
Telephone Number: 410.259.4745
Electronic Mail Address: [e-mail]
Select one:
I am the current property owner.
I am an Authorized Agent or Environmental Consultanti
Interested Buyer or Under Contract to Purchase
Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: Jason Conner, VP Land Managment
Mailing Address: 842 OLD US HIGHWAY 70
Black Mountain NC 28711
Telephone Number: 828-686-3844
Electronic Mail Address: [e-mail]
1 Must provide completed Agent Authorization Form/Letter.
2 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.
Kevin Thomas
Print Name
Capacity: ❑ Owner ❑✓ Authorized Agents
4.01.2020
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a projector perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a projector 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 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 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.
❑ 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:
s For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
a 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 DETERNIINATION (JD) TYPE (Select One)
0 I am requesting that the Corps provide a preliminM 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.
❑ I am requesting that the Corps provide an approved 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 500.4% 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
Project Coordinates (Decimal Degrees): Latitude:
35.4285070
Longitude:-81.0166370
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than I Ix 17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ 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)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. hM2://www.saw.usace.4rmy.mil/Missions/Regulatoly-Permit-
Pro gram/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
F4Completed 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'.
Vicinity Map
Aerial Photograph
F4 USGS Topographic Map
0 Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
NCSAM and/or NCWAM Assessment Forms and Rating Sheets
❑✓ NC Division of Water Resources Stream Identification Forms
hJ Other Assessment Forms
' www.saw.usace.4rmy.mil/Portals/59/docs/regulatory/readocs/JD/RGL 08-02_App A Prelim _JD_Form fillable.pdf
8 Please see hM2://www.saw.usace.4M.mil/Missions/Regulatory-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 federaljurisdiction 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

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 3.23,2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Kevin Thomas 3701 Arco Corporate Or., Suit 400 Charlotte, NC 28273
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parishlborough: Lincoln City. Stanley
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.428507' Long.:-81.016637'
Universal Transverse Mercator: Zone 17
Name of nearest waterbody: Forney Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s): CEC on 3.20.2020
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
Latitude
Longitude
Estimated amount
Type of aquatic
Geographic authority
number
(decimal
(decimal
of aquatic resource
resource (i.e., wetland
to which the aquatic
degrees)
degrees)
in review area
vs. non -wetland
resource "may be"
(acreage and linear
waters)
subject (i.e., Section
feet, if applicable)
404 or Section 10/404)
SA 1
35.437352©
-81.021408©
5194 I.f.
non -wetland waters
404
SA 2
35.4389270
-81.01972T
77 U ,
non -wetland waters
404
SA 3
35.430406°
-81.0276500
3391 (.f.
non -wetland waters
404
SA 4
35.4259280
-81.021756"
296 U.
non -wetland waters
404
SA 5
35.425475°
-81.022102°
3257 [.f.
non -wetland waters
404
SA 6
35.422755°
-81.024524°
3507 I.f.
non -wetland waters
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:
Q Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Figure 6. Potential Jurisdictional Features Map
❑E 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:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name: Figure 2. USGS Map
Natural Resources Conservation Service Soil Survey. Citation: Figures.4a & 4b Current & Published Soil Surveys
Q National wetlands inventory map(s). Cite name: Figure 5. NWI Map
1
Statellocal wetland inventory map(s):
FEMAIFIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Verticai Datum of 1929)
Q Photographs: 0 Aerial (Name & Date): Figure 3. Current Aerial Map Dated 12.7.2019
or 0 Other (Name & Date): On -site Photos Attachment C
❑ 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
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor 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.

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 3.23.2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Kevin Thomas 3701 Arco Corporate Dr., Suit 400 Charlotte, NC28273
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Lincoln City: Stanley
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.4285070 Long.:-81.0166370
Universal Transverse Mercator: Zone 17
Name of nearest waterbody: Forney Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date: 4.01 .2020
❑■ Field Determination. Date(s): CEC on 3.20.2020
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
Latitude
Longitude
Estimated amount
Type of aquatic
Geographic authority
number
(decimal
(decimal
of aquatic resource
resource (i.e., wetland
to which the aquatic
degrees)
degrees)
in review area
vs. non -wetland
resource "may be"
(acreage and linear
waters)
subject (i.e., Section
feet, if applicable)
404 or Section 10/404)
WA 1
35.4376190
-81.0201540
4.5 acres
wetland waters
404
Pond 1
35.435560"
-81.0197360
6.8 acres
non -wetland waters
404
0
0
Pond 2
35.432172"
-81.0187880
0.8
non -wetland waters
404
Pond 3
35.4322620
-81.0179530
0.9
non -wetland waters
404
0
Pond 4
35.431222"
-81.0186020
0.3
non -wetland waters
404
Pond 5
35.431359"
-81.0171590
1.2
non -wetland waters
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 requestor:
Map:Figure 6. Potential Jurisdictional Features Map
0 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:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
■❑ U.S. Geological Survey map(s). Cite scale & quad name: Figure 2. USGS Map
❑ Natural Resources Conservation Service Soil Survey. Citation: Figures. 4a & ab current & Published soil surveys
■❑ National wetlands inventory map(s). Cite name: Figure 5. NWI Map
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
❑ Photographs:❑ Aerial (Name & Date): Figure 3. Current Aerial Map Dated 12.7.2019
or ■❑ Other (Name & Date): On -site Photos Attachment C
❑ 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
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor 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.

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 3.23,2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Kevin Thomas 3701 Arco Corporate Dr., Suit400 Charlotte, MC 28273
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES ANDIOR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Lincoln City: Stanley
Center coordinates of site (latllong in degree decimal format):
Lat.: 35.42850T Long.:-81.016637'
Universal Transverse Mercator: Zone 17
Name of nearest waterbody: Forney Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
1■❑ Field Determination. Date(s): CEC on 3.20.2020
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (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)
Pond 6
35.430798"
-81.0167880
0.9
non -wetland waters
404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requester 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:
❑0 Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Figure 6. Potential Jurisdictional Features Map
Q 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 sheetsfdelineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
0 U.S. Geological Survey map(s). Cite scale & quad name: Figure 2. USGS Map
on Natural Resources Conservation Service Soil Survey. Citation: Fill,,, 4, & 4b Current& Published Soil Surveys
n National wetlands inventory map(s). Cite name: Figure 5. NWI Map
❑ State/local wetland inventory map(s):
❑ FEMAIFIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
0 Photographs: Q Aerial (Name & Date): Figure 3. Current Aerial Map Dated 12.7.2019
or 0 Other (Name & Date): On -site Photos Attachment C
❑ 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 u on for later jurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor 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.

m - • --.--- Civil & Environmental Consultants, Inc,
AGENT AUTHORIZATION FORM
PROJECT NAME: HEDRICK GRAVEL AND SAND CO- LAKE NORMAN QUARRY-FORNEY CREEK
PARCEL IDS: 02861, 02862, 30239, 31188, 34252, 5262, 56506, 73724, 74885, 78253, 78254, 83151,
84029 & 85905
PROPERTY OWNER HEDRICK GRAVEL AND SAND CO.-POC JASON CONNER
PROPERTY OWNER; POC (SIGNATURE): —
OWNER ADDRESS, PHONE # & EMAIL:
842 OLD US HIGHWAY 70
BLACK MOUNTAIN NC 28711
PHONE: [phone]
EMAIL: [e-mail]
TELEPHONE #: KEVIN THOMAS; POC, 410-259-4745
THE ABOVE SIGNED, REGISTERED PROPERTY OWNER(S) OF THE ABOVE NOTED PROPERTY, DO HEREBY
AUTHORIZE KEVIN THOMAS , OF CIVIL & ENVIRONMENTAL CONSULTANTS INC. (CEC) TO
ACT ON MY BEHALF AND TAKE ALL ACTIONS NECESSARY FOR THE PROCESSING, ISSUANCE AND
ACCEPTANCE OF THE PERMIT OR CERTIFICATION AND ANY AND ALL STANDARD AND SPECIAL
CONDITIONS ATTACHED. THIS AGENT AUTHORIZATION FORM ALLOWS FOR THE ARMY CORPS OF
ENGINEERS (ACOE) TO HAVE THE LEGAL AUTHORITY TO REVIEW THE PRE -CONSTRUCTION NOTICE
OR INDIVIDUAL PERMIT, ISSUE THE PERMIT, AND PERFORM SITE VISITS.
NOTICE: THIS AUTHORIZATION, FOR LIABILITY AND PROFESSIONAL COURTESY REASONS, IS VALID
ONLY FOR GOVERNMENT OFFICIALS TO ENTER THE PROPERTY WHEN ACCOMPANIED BY CEC STAFF.
PLEASE CONTACT THE ABOVE CEC AGENT TO ARRANGE A SITE MEETING PRIOR TO VISITING THE
SITE.
CEC PROJECT #: 183-802
3701 Arco Corporate Crave. Suite 400 € Charlotte, NC 28273 1 p: 980-237-0373 f: 980.237-0372 � www.cecir)c.com

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Parcel 02861
Pin 3691-97-1012
Subdivision DUCKWORTH LD RD 16
Map 3691
Acres 12.857
Plat Book -Page N/A
OWNER INFORMATION
Owner Name:
HEDRICK GRAVEL AND SAND CO
Deed:
641-151
LAKE NORMAN BRANCH
1986
Mailing Address:
6941 QUARRY LANE
Deed Year:
STANLEY NC 28164
Account:
25112
Deed Acres:
13.2
Fire District:
EAST LINCOLN
Mapped Acres:
12.857
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$220,016
Description:
DUCKWORTH LD RD 16
Improvement Market Value:
$449,371
Category:
REAL
Total Market Value:
$669,387
Sales History
Deed Sales Date Type Sale Price Qualify Stamp
Deed Name

Sales History
Deed Sales Date Type Sale Price Qualify Stamp Deed Name
641-151 01/01/1992 CVT $0 2 HEDRICK GRAVEL & SAND CO.
Land Segments
Segment Zone Code
1 I-G CU
2 I-G CU
Land Type Land Code Quantity Land Use Acres
AC IS 1.000 0.000
AC IU 11.857 0.000
null
Improvements
Improvement
1
Number:
Description:
OFFICE
Quality Grade:
C+-
CDU:
C5
Year Built:
1986
Stories:
1
Rooms:
Bedrooms:
Bathrooms:
Half Baths:
Heat/Air:
Heat Pump
Main Finished Area:
1,600
Fireplace Count:
0.0
Fireplace Type:
Rec. Room:
Basement Type:
Basement Square
0
Feet:
Finished Basement
0
Square Feet:
Unfinished Basement
0
Square Feet:
Market Value:
$84,189
Physical Address:
6941
QUARRY LN
Improvement
2
Number:
SERVICE
Description:
GARAGE
Quality Grade:
C+-
CDU:
C5
Year Built:
1986
Stories:
1
Rooms:
Bedrooms:

Improvements
Bathrooms:
Half Baths:
Heat/Air: Heat Pump
Main Finished Area: 9,342
Fireplace Count: 0.0
Fireplace Type:
Rec. Room:
Basement Type:
Basement Square 0
Feet:
Finished Basement 0
Square Feet:
Unfinished Basement 0
Square Feet:
Market Value: $222,235
Physical Address: 6933
QUARRY LN
Improvement
8
Number:
Description:
WAREHOUSE
Quality Grade:
C+-
CDU:
C5
Year Built:
2003
Stories:
1
Rooms:
Bedrooms:
Bathrooms:
Half Baths:
Heat/Air:
No Heat
Main Finished Area:
6,000
Fireplace Count:
0.0
Fireplace Type:
Rec. Room:
Basement Type:
Basement Square
0
Feet:
0
a
Ir

Improvements
Finished Basement
Square Feet:
Unfinished
Basement Square 0
Feet:
Market Value: $131,414
Physical Address: 6941 QUARRY
LN
60
100 MA40R 6000 R2 100
60
Miscellaneous Improvements
Improvement Description
Area
Year Built
Market Value
6 STG BLDG FIN 1OX10
100
1998
$539
7 TRUCK SCALES
3
$10,000
9 CAR SHED 20 X 35
700
2000
$651
10 CAR SHED 14 X 24
336
2000
$343

Map 3691
Acres 235.901
Plat Book -Page N/A
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Parcel 02862
Pin 3691-78-6885
Subdivision DUCKWORTH LD RD 16
l
OWNER INFORMATION
Owner Name:
HEDRICK GRAVEL AND SAND CO
Deed:
659-192
LAKE NORMAN BRANCH
1986
Mailing Address:
6941 QUARRY LANE
Deed Year:
STANLEY NC 28164
Account:
25112
Deed Acres:
231
Fire District:
EAST LINCOLN
Mapped Acres:
235.901
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$1,792,445
Description:
DUCKWORTH LD RD 16
Improvement Market Value:
$51,750
Category:
REAL
Total Market Value:
$1,844,195
Sales History
Deed Sales Date Type Sale Price Qualify Stamp
Deed Name

Sales History
Deed Sales Date Type Sale Price
Qualify Stamp
Deed Name
659-192 01/01/1992 CVT $0
2
HEDRICK GRAVEL & SAND CO.
Land Segments
Segment Zone Code Land Type
Land Code
Quantity
Land Use Acres
1 I-G CU AC
IS
5.000
0.000
2 I-G CU AC
IR
39.464
0.000
6 I-G CU AC
IU
180.087
0.000
7 I-G CU AC
ZV
11.350
0.000
null
Improvements
No Improvements
Miscellaneous Improvements
Improvement Description
Area
Year Built
Market Value
1 RAILROAD SIDING
2250
1986
$51,750

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Parcel 30239
Pin 3691-75-7105
Subdivision HAGER LAND OFF 73
Map 3691
Acres 28.45
Plat Book -Page N/A
OWNER INFORMATION
Owner Name:
HEDRICK GRAVEL & SAND CO
Deed:
1095-76
(LESSEES)
1999
Mailing Address:
PO BOX 1040
Deed Year:
SALISBURY NC 28145-1040
Account:
25111
Deed Acres:
28.4
Fire District:
EAST LINCOLN
Mapped Acres:
28.45
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$313,593
Description:
HAGER LAND OFF 73
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$313,593
Sales History
Deed Sales Date Type Sale Price Qualify Stamp
Deed Name

Sales History
Deed Sales Date Type Sale Price Qualify Stamp
1095-76 02/08/1999 WD $104,000 208
96E-341 10/02/1996 WILL $0 E
94E-10 11/11/1994 WILL $0 E
O1/01/1992 CVT $0 2
Deed Name
B V HEDRICK GRAVEL & SAND COMPANY
DELLINGER, PHILLIP CRAIG
DELLINGER, 3UNIUS W & HELEN MCINTOSH DELLINGER
DELLINGER 3UNIUS W.
Land Segments
Segment Zone Code Land Type Land Code Quantity Land Use Acres
1 I-G CU AC IU 28.450 0.000
null
Improvements
No Improvements

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Parcel 31188
Pin 3691-85-0586
Subdivision DELLING LD OFF H73
Map 3691
Acres 4.85
Plat Book -Page N/A
OWNER INFORMATION
Owner Name:
B V HEDRICK GRAVEL & SAND CO
Deed:
1697-400
Mailing Address:
P O BOX 1040
Deed Year:
2005
SALISBURY NC 28145
Account:
0149107
Deed Acres:
5
Fire District:
EAST LINCOLN
Mapped Acres:
4.85
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$90,937
Description:
DELLING LD OFF H73
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$90,937
Sales History
Deed Sales Date Type Sale Price Qualify Stamp
1697-400 05/10/2005 WD $42,000 84
Deed Name
B V HEDRICK GRAVEL AND SAND COMPANY

Sales History
Deed Sales Date Type Sale Price Qualify Stamp Deed Name
1106-900 04/12/1999 WD $12,000 24 GRIGG, THOMAS SPENCER
591-127 08/13/1982 CVT $0 2 TATUM FITZHUGH LEE 3R & 3ANET
Land Segments
Segment Zone Code Land Type Land Code Quantity Land Use Acres
1 I-G CU AC IU 4.850 0.000
null
Improvements
No Improvements

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Parcel 34252
Pin 3691-96-3362
Subdivision RUTLEDGE LD HWY 16
Map 3691
Acres 28.535
Plat Book -Page N/A
OWNER INFORMATION
Owner Name:
B V HEDRICK GRAVEL & SAND CO
Deed:
1609-759
Mailing Address:
PO BOX 1040
Deed Year:
2004
SALISBURY NC 28144
Account:
0176759
Deed Acres:
Fire District:
EAST LINCOLN
Mapped Acres:
28.535
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$254,656
Description:
RUTLEDGE LD HWY 16
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$254,656
Sales History
Deed Sales Date Type Sale Price
1609-759 07/16/2004 WD $202,000
Qualify Stamp Deed Name
404 B V HEDRICK GRAVEL & SAND CO

Sales History
Deed Sales Date
Type Sale Price
Qualify Stamp Deed Name
70E-169 12/15/1970
WILL $0
E KINCAID, CLARENCE E HEIRS OF
282-237 07/03/1951
CVT $0
2 KINCAID CLARENCE E HEIRS OF
Land Segments
Segment Zone Code
Land Type
Land Code Quantity Land Use Acres
1 I-G CU
AC
IU 28.535 0.000
null
Improvements
No Improvements

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Parcel 52621
Pin 3691-69-6786
Subdivision C BRADY/OFF HWY 16
Map 3691
Acres 64.996
Plat Book -Page N/A
OWNER INFORMATION
Owner Name:
HEDRICK GRAVEL & SAND CO
Deed:
711-636
(LESSEES)
1989
Mailing Address:
PO BOX 1040
Deed Year:
SALISBURY NC 28145-1040
Account:
25111
Deed Acres:
63
Fire District:
EAST LINCOLN
Mapped Acres:
64.996
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$473,524
Description:
C BRADY/OFF HWY 16
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$473,524
Sales History
Deed Sales Date Type Sale Price Qualify Stamp
Deed Name

Sales History
Deed Sales Date Type
Sale Price
Qualify Stamp
Deed Name
711-636 04/14/1989 WD
$0
HEDRICK GRAVEL & SAND CO
711-636 04/14/1989 CVT
$0
2
HEDRICK GRAVEL & SAND CO.
Land Segments
Segment Zone Code
Land Type
Land Code
Quantity Land Use Acres
1 I-G CU
AC
IR
21.134 0.000
2 I-G CU
AC
IU
43.862 0.000
null
Improvements
No Improvements

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Parcel 56506
Pin 3691-96-4888
Subdivision C KINCAID/OFF HWY 16
Map 3691
Acres 1.958
Plat Book -Page N/A
OWNER INFORMATION
Owner Name:
HEDRICK GRAVEL & SAND CO
Deed:
792-230
(LESSEES)
1992
Mailing Address:
PO BOX 1040
Deed Year:
SALISBURY NC 28145-1040
Account:
25111
Deed Acres:
1.95
Fire District:
EAST LINCOLN
Mapped Acres:
1.958
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$22,027
Description:
C KINCAID/OFF HWY 16
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$22,027
Sales History
Deed Sales Date Type Sale Price Qualify Stamp
Deed Name

Sales History
Deed Sales Date Type Sale Price Qualify Stamp Deed Name
792-230 04/07/1992 WD $3,000 3 LESSEES OF B V HEDRICK GRAVEL & SAND COMPANY
755-860 01/01/1992 CVT $0 2 HEDRICK GRAVEL & SAND CO.
Land Segments
Segment Zone Code Land Type Land Code Quantity Land Use Acres
1 I-G CU AC IU 1.958 0.000
null
Improvements
No Improvements

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Parcel 73724
Pin 3691-67-4030
Subdivision VACANT LAND OFF HWY 16
Map 3691
Acres 13.458
Plat Book -Page N/A
Esri., Inc., Linmin County, NC
OWNER INFORMATION
Owner Name:
HEDRICK GRAVEL & SAND CO
Deed:
749-825
(LESSEES)
1990
Mailing Address:
PO BOX 1040
Deed Year:
SALISBURY NC 28145-1040
Account:
25111
Deed Acres:
13.46
Fire District:
EAST LINCOLN
Mapped Acres:
13.458
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$71,658
Description:
VACANT LAND OFF HWY 16
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$71,658
Sales History
Deed Sales Date Type Sale Price Qualify Stamp
Deed Name

Sales History
Deed Sales Date Type Sale Price Qualify Stamp Deed Name
749-825 10/01/1990 WD $0 C LESSEES OF B V HEDRICK GRAVEK & SAND COMPANY
727-570 09/13/1989 WD $0 DUKE POWER COMPANY
Land Segments
Segment Zone Code Land Type Land Code Quantity Land Use Acres
1 I-G CU AC IR 6.861 0.000
2 I-G CU AC IR 6.597 0.000
null
Improvements
No Improvements

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Parcel 74885
Pin 4601-07-1336
Subdivision #3 TRACT CAROLINA CENTERS
Map 4601
Acres 12.963
Plat Book -Page N/A
OWNER INFORMATION
Owner Name:
B V HEDRICK GRAVEL & SAND CO
Deed:
1665-727
Mailing Address:
120 1/2 N CHURCH ST
Deed Year:
2005
SALISBURY NC 28144
Account:
0181896
Deed Acres:
12.854
Fire District:
EAST LINCOLN
Mapped Acres:
12.963
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$171,771
Description:
#3 TRACT CAROLINA CENTERS
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$171,771
Sales History
Deed Sales Date
1665-727 01/26/2005
Type Sale Price Qualify Stamp Deed Name
SWD $141,500 283 B V HEDRICK GRAVEL & SAND COMPANY

Sales History
Deed Sales Date
Type
Sale Price
Qualify Stamp
Deed Name
1665-723 01/26/2005
WD
$0
E
CRESCENT RESOURCES LLC
877-175 08/10/1994
WD
$0
E
CAROLINA CENTERS LLC
877-175 08/10/1994
WD
$0
E
CAROLINA CENTERS LLC
Land Segments
Segment Zone Code
Land Type
Land Code
Quantity Land Use Acres
1 I-G CU
AC
IU
12.963 0.000
null
Improvements
No Improvements

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Parcel 78253
Pin 3691-74-1834
Subdivision LOWESVILLE DEV CO LAND
Map 3691
Acres 16.609
Plat Book -Page N/A
OWNER INFORMATION
Owner Name:
LESSEES OF BV HEDRICK GRAVEL &
Deed:
2790-533
SAND COMPANY LLC
Mailing Address:
PO BOX 1040
Deed Year:
2019
SALISBURY NC 28145
Account:
0271083
Deed Acres:
17.13
Fire District:
EAST LINCOLN
Mapped Acres:
16.609
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$81,805
Description:
LOWESVILLE DEV CO LAND
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$81,805
Sales History
Deed Sales Date Type Sale Qualify Stamp
Price
Deed Name

Sales History
Deed Sales Date Type
Sale Qualify Stamp
Deed Name
Price
2790- 01/04/2019 WD
$65,500 E
131
LESSEES OF BV HEDRICK GRAVEL & SAND COMPANY
533
LLC
1790-51 02/27/2006 WD
$200,000
400
B V HEDRICK GRAVEL & SAND CO
1210- 12/20/2000 WD
784
$47,000
94
MARTIN, CECIL A, 3R & GEORGIANNA W MARTIN
491-535 03/20/1972 WD
$0
LOWESVILLE DEVELOPMENT
Land Segments
Segment Zone Code
Land Type
Land
Code Quantity Land Use Acres
1 I-G CU
AC
IR
4.981 0.000
2 I-G CU
AC
IR
11.628 0.000
null
Improvements
No Improvements

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Parcel 78254
Pin 3691-65-2567
Subdivision LOWESVILLE DEV CO LAND
Map 3691
Acres 9.474
Plat Book -Page N/A
OWNER INFORMATION
Owner Name:
LESSEES OF BV HEDRICK GRAVEL &
Deed:
2790-530
SAND COMPANY LLC
Mailing Address:
PO BOX 1040
Deed Year:
2019
SALISBURY NC 28145
Account:
0271083
Deed Acres:
9.5
Fire District:
EAST LINCOLN
Mapped Acres:
9.474
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$49,837
Description:
LOWESVILLE DEV CO LAND
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$49,837
Sales History
Deed Sales Date Type Sale Qualify Stamp
Price
Deed Name

Sales History
Deed Sales Date Type
Sale Qualify Stamp
Deed Name
Price
2790- 01/04/2019 WD
$47,500 E 95 LESSEES OF BV HEDRICK GRAVEL & SAND COMPANY
530
LLC
1211- 12/28/2000 WD
666
$26,000 52
B.V. HEDRICK GRAVEL & SAND CO
491-535 03/20/1972 WD
$0
LOWESVILLE DEVELOPMENT
Land Segments
Segment Zone Code
Land Type Land Code
Quantity Land Use Acres
1 I-G CU
AC IR
6.079 0.000
2 I-G CU
AC IR
3.395 0.000
null
Improvements
No Improvements

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Parcel 83151 Map 4601
Pin 4601-07-9462 Acres 6.596
Subdivision #4 TRACT CAROLINA CENTERS Plat Book -Page 13 - 28
T
❑u nty. NC
OWNER INFORMATION
Owner Name:
B V HEDRICK GRAVEL AND SAND
Deed:
2040-229
COMPANY
Mailing Address:
PO BOX 1040
Deed Year:
2008
SALISBURY NC 28145-0000
Account:
0211939
Deed Acres:
6.544
Fire District:
EAST LINCOLN
Mapped Acres:
6.596
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$117,409
Description:
#4 TRACT CAROLINA CENTERS
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$117,409
Sales History
Deed Sales Date Type Sale Price Qualify Stamp
Deed Name

Sales History
Deed Sales Date
Type
Sale Price
Qualify Stamp
Deed Name
2040-229 05/29/2008
WD
$100,000
200
B V HEDRICK GRAVEL AND SAND COMPANY
1993-725 12/21/2007
SWD
$1,470,000
A 2940
NORMAN PLANTATION INC
877-175 08/10/1994
WD
$0
E
CAROLINA CENTERS LLC
Land Segments
Segment Zone Code
Land Type
Land Code
Quantity Land Use Acres
1 ELDD I-G
AC
IU
6.596 0.000
null
Improvements
No Improvements

Lincoln County Summary Property Record Card
2020 Tax Values
Provide Feedback
nFEEDBACK
Parcel 84029
Pin 3691-85-3800
Subdivision #2 LT GRACE W GRIGG LAND
Map 3691
Acres 4.39
Plat Book -Page 13 - 190
OWNER INFORMATION
Owner Name:
B V HEDRICK GRAVEL & SAND CO
Deed:
1697-403
Mailing Address:
P O BOX 1040
Deed Year:
2005
SALISBURY NC 28145
Account:
0149107
Deed Acres:
4.391
Fire District:
EAST LINCOLN
Mapped Acres:
4.39
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$74,081
Description:
#2 LT GRACE W GRIGG LAND
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$74,081
Sales History
Deed Sales Date Type Sale Price Qualify Stamp
1697-403 05/10/2005 WD $37,500 75
Deed Name
B V HEDRICK GRAVEL AND SAND COMPANY

Sales History
Deed Sales Date Type Sale Price Qualify Stamp Deed Name
03E-21 12/23/2002 WILL $0 E GRIGG GRACE W
Land Segments
Segment Zone Code Land Type Land Code Quantity Land Use Acres
1 I-G CU AC IU 4.390 0.000
null
Improvements
No Improvements

Lincoln County Summary Property Record Card
2020 Tax Values
Provide Feedback
nFEEDBACK
Parcel 85905
Pin 3691-85-6983
Subdivision GRIGG PROPERTY
Map 3691
Acres 2.906
Plat Book -Page N/A
OWNER INFORMATION
Owner Name:
B V HEDRICK GRAVEL & SAND CO
Deed:
1697-406
Mailing Address:
P O BOX 1040
Deed Year:
2005
SALISBURY NC 28145
Account:
0149107
Deed Acres:
Fire District:
EAST LINCOLN
Mapped Acres:
2.906
Township:
CATAWBA SPRINGS
Neighborhood:
501I1
Land Market Value:
$54,487
Description:
GRIGG PROPERTY
Improvement Market Value:
$0
Category:
REAL
Total Market Value:
$54,487
Sales History
Deed Sales Date Type Sale Price Qualify Stamp
1697-406 05/10/2005 WD $32,000 64
Deed Name
B V HEDRICK GRAVEL AND SAND COMPANY

Land Segments
Segment Zone Code Land Type Land Code Quantity Land Use Acres
1 I-G CU AC IU 2.906 0.000
null
Improvements
No Improvements

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REFERENCE
HTTP://GOTO.ARCGI SONLINE.COM/MAPS/
ESRI_STREETMAP, ACCESSED 4/1/2020
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APPROXIMATE SITE LOCATION
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0
B.V. HEDRICK INDUSTRIES INC.
[111AF117
LAKE NORMAN QUARRY
Civil & Environmental Consultants, Inc.
LINCOLN COUNTY, NORTH CAROLINA
v 3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273
n 980-237-0373 800-365-2324
VICINITY MAP
r www.cecinc.com
L
S
r DRAWN BY: MAK
CHECKED BY: KT
APPROVED BY:
FIGURE NO:
R DATE: 4/1 /2020
SCALE: 1 " = 2,000 '
_TjqG*Lj
PROJECT NO: 183-802
*Hand Siqnature on file

l 11 REFERENCE
° HTTP://GOTO.ARCGISONLINE.COM/MAPS/
° USA TOPO MAPS, ACCESSED 4/1/2020
v USGS 7.5 MINUTE TOPOGRAPHIC MAP:
Y \. LOWESVILLE, NORTH CAROLINA QUADRANGLE
NORTH PUBLISHED 1978.
i
39
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a
fill
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Q
LEGEND SCALE IN FEET
APPROXIMATE SITE BOUNDARY (500.49 ACRES) 0 1,000 2,000 4,000
� APPROXIMATE SITE LOCATION
O
B.V. HEDRICK INDUSTRIES INC.
LAKE NORMAN QUARRY
Civil & Environmental Consultants, Inc. LINCOLN COUNTY, NORTH CAROLINA
3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273
n 980-237-0373 5-2324
www.cecinc.com USGS TOPOGRAPHIC MAP
r nc.co
L
S
r DRAWN BY: MAK CHECKED BY: KT APPROVED BY: TG* FIGURE NO: A
DATE: 4/1 /2020 SCALE: 1 'I = 2,000 ' PROJECT NO: 183-802 L
*Hand Siqnature on file

REFERENCES AND NOTES
1.NCONEMAPIMAGERY :DATED 2019
2. PARCEL BOUNDARIES OBTAINED FROM LINCOLN
COUNTY, NORTH CAROLINA
rAa
APPROXIMATE SITE BOUNDARY 500.49 ACRES SCALE IN FEET
c
h
LINCOLN COUNTY PARCEL 0 500 1,000 2,000
co
O
B.V. HEDRICK INDUSTRIES INC.
fIA71AWi LAKE NORMAN QUARRY
Civil & Environmental Consultants, Inc. LINCOLN COUNTY, NORTH CAROLINA
3701 Arco Corporate Dr., Suite 400 - Charlotte. NC 28273
n 980-237-0373 800-365-2324 AERIAL MAP
r www.cecinc.com
L
S
r DRAWN BY: MAK CHECKED BY: KT APPROVED BY: _TjqGLj FIGURE NO:
DATE: 4/1 /2020 SCALE: 1 " = 1 ,000 ' PROJECT NO: 183-802
*Hand Siqnature on file

NORTH.. • ,
' u
R
2
REFERENCES AND NOTES
1. NCONEMAP IMAGERY: DATED 2019
2. USDA, NRCS SOIL SURVEY GEOGRAPHIC (SSURGO)
DATABASE.2018.
Unit Description
Kydric Status
I Acres
Symbol
Ce B2
Ced l sandy clay loam, 2 to 8 pe rce nt slopes, moderately eroded
No
47.86
ChA
Chewacla loam, Oto 2 percent slopes, frequently flooded
Partially
44.71
Ld 32
Lloyd sandy clay loam, 2 to 8 percent slopes, moderately eroded
No
4.65
' Ld C2
MaD
? MdB2
Lloyd sandy clay loam, 8 to 15 percent slopes, moderately eroded
Madi son sa ndy l cam, 15 to 25 pe rce nt slope s
Madison sandy clay loam 2to8percentslopes moderately eroded
No
No
No
6.32
8.98
0.73
ti SCALE IN FEET
MdC2
Madison sandy clay loam, 8to 15 percent slopes, moderately eroded
No
2.50
Pacolet sandy loam, 15to 25 percent slopes
No
24.28
O PaD
d
0 0 500 1,000 2,000
7-%
PeB2
Pacolet sandy clay loam, 2to 8 percent slopes, moderately eroded
No
95.32
Pacolet sandy clay loam, 8to 15 percent slopes, moderately eroded
Pits, quarry
No
No
145.62
19.80
Q PeC2
Pt
� LEGEND
RvA
Riverview loam, Oto 2 percent slopes, occasionally flooded
Partially
1.53
Udorthents, loamy
No
89.83
—i APPROXIMATE SITE BOUNDARY (500.49 ACRES)
Ud
W
Water
No
6.49
_ _ _ _
SOIL MAP UNIT
WyC
Wynott-Winnsboro-Rowan complex, 8to 15 percent slopes
No
1.09
Wynott-Winnsboro-Rowan complex, 15to 25 percent slopes
No
0.78
h WyD
Cc '.
O _
B VHEDRICK INDUSTRIES
I A /
Y
LAKE NORMAN QUARRYNC.
Civil & Environmental Consultants, Inc.
LINCOLN COUNTY, NORTH CAROLINA
3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273
cccn 980-237-0373 5-2324
cc
NRCS CURRENT SOILS MAP
nc.co
www.cecinc.com
w
DRAWN BY: MAK
CHECKED BY KT
1APPROVED BY: TG*
I FIGURE NO: A�
(�
DATE: 4/1 /2020
SCALE: 1 " = 1 ,000 PROJECT NO: 183-802
*Hand Signature on file

REFERENCES AND NOTES
�I 1. USDA, NRCS SOIL SURVEY GEOGRAPHIC (SSURGO)
_ I DATABASE FOR LINCOLN COUNTY NORTH CAROLINA
F _
NORTH i ;~
Mao
_ U82
pecz J
Pt
F 2 C-I
N� ^ W
Pecz
Ud -
- ,.
P Lq F1 PC
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_ j
:.
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,rs —ri Map Unit Description Hydric Status Acres
ro z c, " d�11�� �i Symbol
S
Ce132 Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded No 59.15
b- � ChA Chewacla loam, Oto2percent slopes, frequently flooded Partially 39.08
,j 4 - Gn82 Gaston sandy clay loam, 2to 8percent slopes, eroded No 0.12
GnC2 Gaston sandyclayloam, 8to 15 percent slopes, eroded No 3.65
SCALE IN FEET MaD Madison sandy loam, 15to 25 percent slopes No 11.67
a) 7 McIC2 Madison sandy clay loam, 2to 8 percent slopes, moderately eroded No 5.18
2 0 500 1,000 2,000 PaD Pacolet sandy loam, 15to 25 percent slopes No 29.93
Q _ _
Pt Pits, quarries No 19.01
d
Pe82 Pacolet sandy clay loam, 2to 8perc, nt slopes, moderately eroded No 93.17
PeC2 Pacolet sandy clay loam, 8to 15 percent slopes, moderately eroded No 149.86
Z LEGEND Ud Udorthents, loamy No 87.60
j ZwC Zion-WinnsboroOMocksville complex, 8to 15 percent slopes No 1.33
APPROXIMATE SITE BOUNDARY (500.49 ACRES) ZwD Zion-WinnsboroOMocksville complex, 15to 25 percent slopes No 0.75
ro
E
o AWI_
V. B.HEDRICK INDUSTRIES INC.
1 ,i LAKE NORMAN QUARRY
Civil & Environmental Consultants, Inc. LINCOLN COUNTY, NORTH CAROLINA
3701 Arco Corporate Dr., Suite 400 - Charlotte, NIC 28273
n 980-237-0373 5-2324
www.cecinc.com NRCS PUBLISHED SOILS MAP
r nc.co
L
S
r DRAWN BY: MAK CHECKED BY KT APPROVED BY: TG* FIGURE NO: A
DATE: 4/1 /2020 1 SCALE: 1 " = 1,000 ' PROJECT NO: 183-802 4
*Hand Signature on file

6
*+'
NORTH
1<
SA2: Potential Waters of the US
-77 If
WA1: Potential Wetland Waters of the
Total: -4.5 Acres,-196,020 sq ft
SA1: Potential Waters of the US
-4,483 If
REFERENCES AND NOTES
1. ESRI WORLD IMAGERY/ARCGIS MAP SERVICE:
"« HTTP:HGOTO.ARCGISONLINE.COM/MAPS/WORLD_IMAGERY,
ACCESSED 3/2/2021, IMAGERY DATE: 2/1/2019.
2. THIS MAP WAS DEVELOPED FOR PLANNING PURPOSES
ONLY AND MAY NOT BE SUITABLE FOR CERTAIN LEGAL,
ENGINEERING, OR SURVEYING PURPOSES. USERS OF THIS
DP 2 U INFORMATION SHOULD REVIEWOR CONSULT THE PRI-
MARY DATAAND INFORMATION SOURCES TO ASCERTAIN
THE USIBILITY OF THE INFORMATION.
- - 3. ALL LENGTHS ANDAREAS ARE APPROXIMATE
DP 1 Wet NOTES:
THE USACE PREVIOUSLY APPROVED 3.8ACRES OF JURIS-
DICTIONAL WETLAND ON 7/15/2020 FOR WA-1, WHEREAS
RECENT SURVEY CONDUCTED ON 11/18/2020 INDICATED
4.5 ACRES OF WETLAND.
DP = DATA POINT
SCP = STREAM COLLECTION POINT
'8
,
Pond 1
♦
♦
-6.8 Acres
Pond 2
♦�
�
-0.8 Acres
Pond 3
1
♦
-0.9 Acres
♦
1
i
Pond 5
r
-1.2 Acres
1
1
+
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r
,�
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t
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Sc 3 -0.3 Acres
1
C,
t
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-3,391 1f
SA4: Potential Waters of the US
ScP 4
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55
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.
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o
�
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LEGEND
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(-500.2 ACRES)
i
POND
SA6: Potential Waters of the US
POTENTIAL WATERS OF THE US -
�iA00
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WETLAND (-4.5 ACRES)
i
POTENTIAL WATERS OF THE US
SCALE IN FEET
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V. B.HEDRICK INDUSTRIES INC.
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b [phone] [phone]
POTENTIAL JURISDICTIONAL FEATURES MAP
b www.cecinc.com
DRAWN BY: HLS
CHECKED BY: KT
APPROVED BY: KT*
FIGURE NO: �+
6
y DATE: 3/2/2021
SCALE: 1 = 1,000
PROJECT NO: 183-802
V of
L
*Hand Siqnature on file

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/site: Forney Creek, Lake Norman Quarry City/County: Stanley/Lincoln sampling Date: 03/37/2020
Applicant/Owner: Hedrick Industries State: NC Sampling Point: DP 1WET
Investigator(s): Kevin Thomas Section, Township, Range:
Landform (hillslope, terrace, etc.): Terrace Local relief (concave, convex, none): Flat Slope (%): 0-1%
Subregion (LRR or MLRA): P L& 35.438162° Long:-81.019388° Datum: NAD 83
Sail Map Unit Name: Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: PEM/PUB
Are climatic 1 hydrola is conditions on the site typical for this time of year? Yes I Y I No ❑ (If no, explain in Remarks.)
Are Vegetation Soil =, or Hydrology = significantly disturbed? Are "Normal Circumstances" present?
Yes= No ❑
Are Vegetation Soil ❑, or Hydrology L----j 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 0 No Is the Sampled Area
1 tydrie soil Present? Yes No� within a Wetland? Yes FTJ No 0
Wetland Hydrology Present? Yes 1 Y L No
HYDROLOGY
wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
❑ Surface Soil Cracks (136)
[] Surface Water (All)
❑ True Aquatic Plants (1314)
[] Sparsely Vegetated Concave Surface (68)
❑✓ High Water Table (A2)
❑ Hydrogen Sulfide Odor (C1)
❑ Drainage Patterns (1310)
❑� Saturation (A3)
❑Oxidized Rhizospheres on Living Roots (C3)
❑ Moss Trim Lines (1316)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Dry -Season Water Table (C2)
❑J Sediment Deposits (B2)
❑ Recent Iron Reduction in Tilled Soils (C6)
[ ]J_ 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)
Q Stunted or Stressed Plants (131)
❑ Iron Deposits (135)
Q Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (137)
L] Shallow Aquitard (D3)
Water -Stained Leaves (139)
❑ Microtopographic Relief (D4)
L] Aquatic Fauna (1313)
❑ FAC-Neutral Test (D5)
Field observations:
Surface Water Present? Yes =
No= Depth (inches):
Water Table Present? Yes E r l
❑.
No ❑ Depth (inches): 5
1
F71 =
Saturation Present? Yes
No= Depth (inches):
Wetland
Hydrology Present? Yes No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Hydrology is altered due to impoundment.
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: )
% Cover
Species?
Status
1 5alix nigra
20
Yes
OBL
2, Liquidambar styradflua
15
Yes
FAG
z Quercus michauxii
5
No
FACW
4.
6. _
40
50% of total cover, 20
sapling Stratum (Plot size: _ )
1.
2.
50% of total cover
Shrub Stratum (Plot size:
1.
3.
50% of total cover:
Herb Stratum (Plot size: )
1 Typha angustifolia 4
2.
6.
T
9.
10.
11,
50% of total cover: 20
Woody Vine Stratum (Plot size: )
1.
2,
5,
50% of total cover:
Remarks: (Include photo numbers here or on a separate
= Total Cover
20% of total cover:8
Sampling Point: DP 1WET
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
3
(A)
Totai Number of Dominant
Species Across All Strata:
3
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC:
100
(AIB)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 W
FACO species
x 4 =
UPL species
x 5 =
Column Totals:
(A)
(B)
Prevalence Index = B(A =
= Total Cover Hydrophytic Vegetation Indicators:
20% of total cover: ❑ 1 - Rapid Test for Hydrophytic Vegetation
0 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,
= Total Cover Definitions of Five Vegetation Strata:
20% of total cover: Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
0 Yes OBL (7.6 cm) or larger to diameter at breast height (DBH).
40 = Total Cover
20% of total cover: 8
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 heigh€.
Woody vine — All woody vines, regardless of height.
Hydrophytic
= Total Cover Vegetation
20% of total cover: Present? Yes IZI No=
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of
Sampling Point: DP 1 WU
Depth Matrix Redox Features
inches Color (moi, % Color (moist) % Type' Loc Texturo Remarks
0-6 10YR 4/6 100 Loam Recent Alluvium
6-17 2.5Y 4/1 70 Giey 1 3/N 20
10YR 5/6 10
RM=Reduced
Loam
Hydric Soil Indicators:
Indicators for Problematic Hydric Solls4:
❑ Histosol (Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2)
❑ Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (Al6)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (F19)
❑ Stratified Layers (A5)
❑✓ Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (All)
❑ Depleted Dark Surface (F7)
❑ other (Explain in Remarks)
❑ Thick Dark Surface (Al 2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic,
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks: Recent sediment (Alluvium) on -top of hydric soil.
Hydric Soil Present? Yes ❑✓ No ❑
LIS Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

WETLAND DETERMINATION DATA FORM -- Eastern Mountains and Piedmont Region
Project/Site: Forney Creek, Lake Norman Quarry
Applicant/Owner: Hedrick Industries
investloator(s): Kevin Thomas
City/County: Stanley/Lincoln Sampling Date: 03/27/2020
Stale; NC Sampling Point: DP 2UP
Section, Township, Range:
Landform (hillslope, terrace, etc.): SldeSlope Local relief (concave, convex, none): Linear
_ Slope (%): 5-8%
Subregion TRR or MLRA): P Lat: 35.438253' Long: -81.019395° Datum: NAD 83
Soil Map unit Name: Madison sandy clay loam, 8 to 15 percent slopes NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes J _ 11 ]No Q (If no, explain in Remarks.)
Are Vegetation Soil ❑, or Hydrology significantly disturbed? Are "Normal Circumstances" present? YesFv I 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 I_ ___ 1 No L v l Is the Sampled Area
Hydric Soil Present? Yes No
�✓ within a wetland? Yes = No 0
Wetland Hydrology Present? Yes �, No m,
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
Ll Surface Soil Cracks (B6)
❑ Surface Water (Al) ❑ True Aquatic Plants (1314)
❑ Sparsely Vegetated Concave Surface (B8)
❑ High Water Table (A2) ❑ Hydrogen Sulfide Odor (Cl)
L] Drainage Patterns (1310)
❑ Saturation 03J ❑Oxidized Rhizospheres on Living Roots (C3)
❑ Moss Trim Lines (1316)
❑ Water Marks (131) ❑ Presence of Reduced Iron (C4)
❑ Dry -Season Water Table (C2)
❑ Sediment Deposits (132) ❑ Recent iron Reduction in Tilled Soils (C6)
❑ Crayfish Burrows (CO)
❑ 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 (135)
❑ Geomorphic Position (D2)
❑ Inundation Visible on Aerial Imagery (137)
❑ Shallow Aquitard (D3)
❑ Water -stained Leaves (139)
❑ Mic(otopographic Relief (D4)
❑Aquatic Fauna (B13)
❑ FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ❑ No ❑ Depth (inches):
Water Table Present? Yes ® No = Depth (inches):
❑ ❑
Saturation Present? Yes No Depth (inches):
Wetland
Hydrology Present? Yes No
(includes ca ilfar fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Directly Upslope, West, of Stream/wetland.
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:
) % Cover
Species?
Status
1,Kalmia latifolia
20
Yes
FACU
2 Liquidambar styraciflua
15
Yes
FAC3
Liriodendron tufipifera
10
Yes
FACU
4, Carpinus caroliniana
5
No
FAC
6.
50 = Total Cover
50% of total cover: 25 20% of total cover:10
Sapling Stratum (Plot size: )
1 Ilex opaca 15 Yes FAC
2 Liquidambar styraciflua 5 No FAC
3. Carpinus caroliniana 5 No FAC
2fi
50% of total cover: 13
Shrub Stratum (Plot size:.
1 Kai mia latifolia 10
5.
10
50% of total cover: 5
Herb Stratum (Plot size: )
1 Polystichurn acrostichoides 15
2 Osmunda claytoniana 10
4
6.
7.
Q.
S,
10.
11.
Total Cover
20% of total cover:5
Yes FACU
= Total Cover
20% of total cover:2
Yes FACU
Yes FAC
25 � Total Cover
50% of total cover: 13 20% of total cover:5
Woody Vine Stratum (Plot size: )
1 Smilax glauca 10 Yes FACU
2.
Sampling Point: DP 2UP
Dominance Test worksheet:
Number of Dominant Species
That Are OBI-, FACW, or FAG: 3 (A)
Total Number of Dominant
Species Across All Strata; 8 (B)
Percent of Dominant Species
That Are OBI-, FACW, or FAC: 38 (AIB)
vrevatence tnaex worKsneet:
Total % Cover of:
Multiply by:
OBL species 0
x 1 =0
FACW species 0
x 2 = 0
FAC species 55
x 3 _ 165
FACU species 65
x 4 260
UPL species 0
x 5 = 0
Column Totals: 120
(A) 425 (B)
Prevalence Index = BIA =3.5
Hydropnytic vegetation inatcators:
❑ 1 - Rapid Test for Hydrophytic Vegetation
❑ 2 - Dominance Test is >50%
❑ 3 - Prevalence Index is s3,0'
❑ 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
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,
4,
5.
10 Hydrophytic
= Total Cover Vegetation
50% of total cover: 5 20% of total cover:2 present? Yes n No❑_
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: DP 211P
..........................
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) % _TYAe Loc Texture Remarks
1-0 N/A Oi-Horizon (Leaf Litter)
0-7 10YR 4/4 100 Loam A -Horizon
7-17 7.5YR 4/6 100%
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
❑ Histosol (Al)
Histic Epipedon (A2)
❑ Black Histic (0
❑ Hydrogen sulfide (A4)
❑ stratified Layers (A5)
® 2 cm Muck (A10) (LRR N)
❑ Depleted Below Dark surface (A11)
❑ Thick Dark surface (Al 2)
❑ sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 14t3)
0 Sandy Gleyed Matrix (S4)
❑ sandy Redox (55)
❑ Stripped Matrix (S6)
Type:
Depth (inches):
RM=Reduced
CL Bt-Horizon
MS=Masked Sand Grains. 'Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Sc
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
❑ Polyvalue Below Surface (S8) (MLRA 147, 146)
❑ Coast Prairie Redox (A16)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
❑ Loamy Gleyed Matrix (F2)
0 Piedmont Floodplain Soils (F19)
❑ Depleted Matrix (F3)
(MLRA 136, 147)
❑ Redox Dark Surface (F6)
0 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) 'Indicators 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

NC Division of Water Quality - Methodology for Identification of Intermittent and Perennial Streams
and their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 3.20.2020
Project/Site: Forney/LNQ, Hedrick
Latitude: 35.437783'
Evaluator: KT
County: Lincoln, NC
Longitude: -81.020781'
Total Points:
Stream is at least intermittent
if > 19 or perennial if > 30* 41.5
Stream Determination: (circle one)
Ephemeral Intermittent Perennial
Stream ID: SA 1
A. Geomorphology (Subtotal= 23.5
Absent
Weak
Moderate
Strong
La 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
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict flood lain
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
a -artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal= 11.5)
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal= 6.5_)
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW= 0.75 OBL= 1.5 Other=
0
Notes: SA 1 is Forney Creek. Stream is a 303d, no benthic activity
Sketch:

NC Division of Water Quality - Methodology for Identification of Intermittent and Perennial Streams
and their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 3.20.2020
Project/Site: Forney/LNQ, Hedrick
Latitude: 35.438986'
Evaluator: KT
County: Lincoln, NC
Longitude: -81.019645'
Total Points:
Stream is at least intermittent
if > 19 or perennial if > 30* 28
Stream Determination: (circle one)
Ephemeral Intermittent Perennial
Stream ID: SA 2
A. Geomorphology (Subtotal= 10
Absent
Weak
Moderate
Strong
La 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
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict flood lain
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
a -artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal= 11.5)
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal= 6.5_)
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW= 0.75 OBL= 1.5 Other=
0
Notes: Stream impacted from up reach/ off -site erosion from active housing development as well as
impoundment of Forney. Substrate mainly silt/sand/clay.
Sketch:

NC Division of Water Quality - Methodology for Identification of Intermittent and Perennial Streams
and their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 3.20.2020
Project/Site: Forney/LNQ, Hedrick
Latitude: 35.429313'
Evaluator: KT
County: Lincoln, NC
Longitude: -81.025513'
Total Points:
Stream is at least intermittent
if > 19 or perennial if > 30* 41.5
Stream Determination: (circle one)
Ephemeral Intermittent Perennial
Stream ID: SA 3
A. Geomorphology (Subtotal= 23.5
Absent
Weak
Moderate
Strong
La 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
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict flood lain
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
a -artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal= 11.5)
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal= 6.5_)
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW= 0.75 OBL= 1.5 Other=
0
Notes: SA 3 is Killian Creek.
Sketch:

NC Division of Water Quality - Methodology for Identification of Intermittent and Perennial Streams
and their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 3.20.2020
Project/Site: Forney/LNQ, Hedrick
Latitude: 35.425812'
Evaluator: KT
County: Lincoln, NC
Longitude: -81.022170'
Total Points:
Stream is at least intermittent
if > 19 or perennial if > 30* 28
Stream Determination: (circle one)
Ephemeral Intermittent Perennial
Stream ID: SA 4
A. Geomorphology (Subtotal= 12.5
Absent
Weak
Moderate
Strong
La 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
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict flood lain
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
a -artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal=_9_)
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal= 6.5_)
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW= 0.75 OBL= 1.5 Other=
0
Notes: Substrate mainly silt, gravel and cobles
Sketch:

NC Division of Water Quality - Methodology for Identification of Intermittent and Perennial Streams
and their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 3.20.2020
Project/Site: Forney/LNQ, Hedrick
Latitude: 35.425400'
Evaluator: KT
County: Lincoln, NC
Longitude: -81.019571'
Total Points:
Stream is at least intermittent
if > 19 or perennial if > 30* 33.5
Stream Determination: (circle one)
Ephemeral Intermittent Perennial
Stream ID: SA 5
A. Geomorphology (Subtotal= 17
Absent
Weak
Moderate
Strong
La 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
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict flood lain
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
a -artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal=_9_)
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal= 7.5_)
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW= 0.75 OBL= 1.5 Other=
0
Notes: Substrate mainly sand, gravel and cobles, Stone Fly case
Sketch:

NC Division of Water Quality - Methodology for Identification of Intermittent and Perennial Streams
and their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 3.20.2020
Project/Site: Forney/LNQ, Hedrick
Latitude: 35.422522'
Evaluator: KT
County: Lincoln, NC
Longitude: -81.023291'
Total Points:
Stream is at least intermittent
if > 19 or perennial if > 30* 32
Stream Determination: (circle one)
Ephemeral Intermittent Perennial
Stream ID: SA 6
A. Geomorphology (Subtotal= 14
Absent
Weak
Moderate
Strong
La 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
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict flood lain
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
a -artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal=_9_)
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal=_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
Notes: Substrate mainly sand, and silt, Crayfish
Sketch:

Photo Number: 1
Date: March 27, 2020
Description:
�
DP 1 Wet & WA 1 Soil Profile
Photo Number: 2
Date: March 27, 2020
Description:
DP 1 Wet & WA 1 Free Water at 5 Inches
SAW-2020-00436
Lake Norman Quarry
Civil & Environmental Consultants, Inc.
Hedrick Industries
Charlotte, NC
Lincolnton County, NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
CEC Project No. 183-802
1 I Page

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
Photo Number: 3
Date: March 27, 2020
Description:
DP t Wet & WA View Looking East
Photo Number: 4
Date: March 27, 2020
Description:
DP 2 UP Soil Profile
SAW-2020-00436
Lake Norman Quarry
Hedrick Industries
Lincolnton County, NC
CEC Project No. 183-802
2 1 P a g e

IMF"
� �
Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
Photo Number: 5
Date: March 27, 2020
Description:
DP 2 UP View Looking South
Photo Number: 6
Date: March 27, 2020
Description:
Pond 1 View Looking North
SAW-2020-00436
Lake Norman Quarry
Hedrick Industries
Lincolnton County, NC
CEC Project No. 183-802
3 1 P a g e

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
Photo Number: 7
Date: March 27, 2020
Description:
Pond 2 View Looking East
Photo Number: 8
Date: March 27, 2020
Description:
Pond 3 View Looking North
SAW-2020-00436
Lake Norman Quarry
Hedrick Industries
Lincolnton County, NC
CEC Project No. 183-802
4 1 P a g e

Photo Number: 7
Date: March 27, 2020
Description:
Pond 4 View Looking North
Photo Number: 8
Date: March 27, 2020
Description:
Pond 5 and 6 View Looking East
SAW-2020-00436
Lake Norman Quarry
'
Civil & Environmental Consultants, Inc.
Hedrick Industries
Charlotte, NC
Lincolnton County, NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
CEC Project No. 183-802
5 1 P a g e

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
Photo Number: 9
Date: March 27, 2020
Description:
SA 1 View Looking West Down Reach
Photo Number: 10
Date: March 27, 2020
Description:
SA 2 View Looking North Up Reach
SAW-2020-00436
Lake Norman Quarry
Hedrick Industries
Lincolnton County, NC
CEC Project No. 183-802
6 1 P a g e

Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
Photo Number: 11
Date: March 27, 2020
Description:
SA 2 View Looking South Down Reach
Photo Number: 12
Date: March 27, 2020
Description:
SA 3 View Looking North Up Reach
SAW-2020-00436
Lake Norman Quarry
Hedrick Industries
Lincolnton County, NC
CEC Project No. 183-802
7 1 P a g e

Ir=W1.
Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
Photo Number: 13
Date: March 27, 2020
Description:
SA 3 View Looking South Down Reach
Photo Number: 14
Date: March 27, 2020
Description:
SA 4 View Looking East Up Reach
SAW-2020-00436
Lake Norman Quarry
Hedrick Industries
Lincolnton County, NC
CEC Project No. 183-802
8 1 P a g e

Photo Number: 15
1
Date: March 27, 2020
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Description:
SA 4 View Looking West Down Reach
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Photo Number: 16
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Date: March 27, 2020
Description:
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SAW-2020-00436
Lake Norman Quarry
Civil & Environmental Consultants, Inc.
Hedrick Industries
Charlotte, NC
Lincolnton County, NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
CEC Project No. 183-802
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Photo Number: 17
Date: March 27, 2020
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Description:
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SA 5 View Looking East Up Reach
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Photo Number: 18
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Date: March 27, 2020
Description:
SA 6 View Looking East Up Reach
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SAW-2020-00436
Lake Norman Quarry
Civil & Environmental Consultants, Inc.
Hedrick Industries
Charlotte, NC
Lincolnton County, NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
CEC Project No. 183-802
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Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
Photo Number: 19
Date: March 27, 2020
Description:
SA 6 View Looking West Down Reach
Photo Number: 20
Date:
Description:
SAW-2020-00436
Lake Norman Quarry
Hedrick Industries
Lincolnton County, NC
CEC Project No. 183-802
III Page