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Table 1. Section 404 jurisdictional area impacts associated with the entrance road to Stoney
Point Harbor. "Crossing" refers to proposed road crossings of delineated
jurisdictional areas (streams and vegetated wetlands) as indicated on the attached
Sheets 2 of 7 through 7 of 7. Linear distances of streams are given in feet and areas
are given in acres.
Stream
Crossing Linear Distance Area Vegetated Wetland Area
Sheet 2 of 7 60 0.008 ----------
Sheet 3 of 7 ---------- ---------- 0.011
Sheet 4 of 7 140 0.013 ----------
Sheet 5 of 7 65 0.022 ----------
Sheet 5 of 7 ---------- ---------- 0.067
Total 265 0.043 0.078
O
ALCOA
,•
August 21, 2000

Mr. Gary Allen
KEJ Marketing Company, Inc.
10800 Sikes Place, Suite 250
Charlotte, NC 28277
,,_ii
),
Alcoa Primary Metals
Alcoa Power Generating Inc.
Yadkin Division
PO Box 676
Badin, North Carolina 28009-0676
Tel: [phone]
Fax: [phone]
Via Certified Mail
RE: Alcoa Power Generating Inc Response To The Stoney Point Harbor
Environmental Assessment
Gary,
Alcoa Power Generating Inc. (APGI), through its Yadkin Division (Yadkin), has
completed its review of the Environmental Assessment (EA) and supplemental
documents as prepared and submitted by KEJ Marketing Co., Inc. (KEJ), for Lots 1-
62 of the Stoney Point Harbor subdivision located along the Flat Swamp Creek
embayment of High Rock Reservoir. Yadkin has also completed its review with
regard to KEJ's proposed multi-use facility - construction of a boat launch ramp at
Lot 62. Yadkin has reviewed the EA from the perspective of examining potential
impacts resulting from the proposed subdivision on the reservoir and Yadkin-
Managed Buffer that lies between the reservoir and the subdivision.
Yadkin would remind KEJ that High Rock Reservoir is operated as part of the FERC
licensed Yadkin Project. High Rock functions as a storage reservoir and serves as
the principal storage/regulation facility for the entire Yadkin/Pee Dee system
including Yadkin's Tuckertown, Narrows, and Falls hydroelectric power plants as
well as Carolina Power & Light's Tillery and Blewett Falls hydroelectric power
plants. The operation of the generation facilities at High Rock, and consequently
the releases of water through the turbines, depends principally on the supply of
water (inflow to High Rock), current water surface elevation, and time of year.
Because High Rock Reservoir is a storage reservoir, there are seasonal fluctuations
in reservoir water levels. Also, because of downstream flow requirements,
extensive drawdowns can occur during extreme drought conditions.
Yadkin manages the FERC licensed Yadkin Project in an environmentally
responsible manner, generally consistent with the recommendations of state and
federal resource agencies. Accordingly, Yadkin has reviewed the EA along with
agency comments from the US Fish and Wildlife Service (USFWS), the NC
Department of Environment and Natural Resources, Divisions of Water Quality
(NCDWQ) and Parks and Recreation (NCDPR), the NC Wildlife Resources
Commission (NCWRC), the NC Department of Cultural Resources (NCDCR), and
the U.S. Army Corps of Engineers (USACE). Yadkin believes KEJ has responded
adequately to the majority of the agencies' comments and, subject to completion of
the requirements noted below, Yadkin will consider the EA complete. Yadkin will
not issue any permits for private piers or multi-use facilities before total completion
of the EA.
The following is a summary of Yadkin's specific comments on the Stoney Point
Harbor EA.
Clarification of Yadkin-Managed Buffer & No Waterfront Lots
The Stoney Point Harbor EA incorrectly notes that Alcoa owns and Yadkin manages
a shoreline buffer of 10 vertical feet along the shoreline area proposed for
development. APGI owns, and Yadkin manages, a 5 vertical foot buffer along the
shoreline (Yadkin-Managed Buffer).
The Stoney Point Harbor EA also makes reference to "waterfront lots". As noted
above, APGI owns, and Yadkin manages, a 5 vertical foot buffer along the
shoreline. Thus, no lots in the Stoney Point Harbor development are "waterfront"
lots. KEJ must communicate this information to existing lot owners and prospective
buyers in writing and must provide Yadkin with evidence of this communication.
Yadkin's Shoreline Stewardship Policy
Yadkin's Shoreline Stewardship Policy (Stewardship Policy, July 1999, copy
enclosed) summarizes Yadkin's policies, procedures, and requirements regarding
use of the Project lands and waters and the Yadkin-Managed Buffer by owners of
property adjoining the Project boundary or the Yadkin-Managed Buffer and others.
The Stewardship Policy addresses issues including,,but not limited to: building
setbacks, construction (such as access pathways, structures, etc.), shoreline
stabilization (erosion control measures), shoreline alteration (excavation, dredge
and fill), vegetation removal, shoreline clean-up, aquatic vegetation (e.g. water
willow, buttonbush), private irrigation systems, and vegetative plantings. KEJ must
provide a copy of the Stewardship Policy to existing lot owners and prospective
buyers. KEJ must also inform existing lot owners and prospective buyers that
failure to comply with Yadkin's Stewardship Policy and unauthorized activities in the
Reservoir or the Yadkin-Managed Buffer may result in loss of eligibility for private
Reservoir access. KEJ must communicate this information to existing lot owners
and prospective buyers in writing and must provide Yadkin with evidence of this
communication.
Shoreline Vegetation Management
By letter dated September 20, 1999, NCWRC concurs that the following will help
mitigate direct impacts to fish and wildlife habitat from the Stoney Point Harbor
Development.
1. Trees that must be removed will be replaced at 2:1 ratio. Efforts should be
made to place paths and piers to avoid the need to remove shoreline or in-water
trees. In accordance with Yadkin's Stewardship Policy and considering this
recommendation, Yadkin will require 2:1 replacement of trees, including lap
trees, which must be removed for construction of private piers or multi-use
facilities.
2. KEJ must place 100 trees in-water along the shoreline of Stoney Point. The
placement of these trees must be performed in consultation with NCWRC.
Yadkin has received notification from NCWRC that this mitigation step has been
completed.
Significant Natural Heritage Areas (SN?IAs)
NCDPR indicates that a portion of the Stoney Point Harbor subdivision is in a SNHA
and has requested that Yadkin work with KEJ to implement the provisions of the
SMP. Specifically, NCDPR would like to see a 100-foot buffer of natural trees and
shrubs be permanently protected along the lakeshore, making allowances only for
limited clearing to maintain access to the lake. As previously noted, Yadkin will
require that all activities in the Yadkin-Managed Buffer be performed in accordance
with its Stewardship Policy. NCDPR also requests that no waterfront construction
be allowed within the Yadkin-designated Conservation Zone at the east-end of the
Stoney Point Harbor subdivision.
The Stoney Point Harbor subdivision pre-dates implementation of certain
requirements of Yadkin's Shoreline Management Plan. In addition, Yadkin made it
clear to agencies, developers, and the public that it would not implement those
requirements retroactively. None-the-less, Yadkin notes the designated
Conservation Zone at the east end of the project area (approximately Lots 1 through
18) was so classified for two reasons, a shrub/scrub wetland at the head of the cove
and a sensitive area/habitat. Yadkin's Specifications For Private Recreation
Facilities At High Rock And Narrows Reservoirs (Specifications, July 1999, copy
enclosed) and its Stewardship Policy state Yadkin's requirements for construction of
reservoir access facilities near aquatic vegetation. Yadkin will follow these
requirements. KEJ must communicate this information to existing lot owners and
prospective buyers in writing and must provide Yadkin with evidence of this
communication.
In addition, the basis for the sensitive area/habitat is a tract of mature hardwood
forest. As background, Davidson County has adopted a watershed protection
ordinance that requires a minimum vegetative buffer width of 50 feet along the
banks of all perennial streams or other waters for low density development. Also,
Yadkin's Stewardship Policy indicates that for adjoining property owners (in new
subdivisions as well as in subdivisions platted and recorded prior to July 1, 1999,
such as Stoney Point Harbor) who satisfy the requirements described in Section III
(100-foot Forested Setback Requirement) of the Policy on their property, vegetation
removal from the Yadkin-Managed Buffer will generally be considered, by written
permit, in accordance with the criteria listed under Section III.A.5. Supporting this
element of Yadkin's Stewardship Policy, KEJ has adopted a general policy for its
Stoney Point Harbor architectural review process, which, in conjunction with
requirements under the Stoney Point Harbor restrictive covenants, promotes greater
building setbacks than required by Davidson County and allows limited vegetation
removal within the setback for lots adjoining the Yadkin-Managed Buffer. Yadkin
requests KEJ to provide that general policy to Yadkin, in writing, especially noting
that Lots 1-18 will receive particular attention during the review process. In addition,
KEJ must communicate this policy to existing lot owners and prospective buyers in
writing and must provide Yadkin with evidence of this communication, especially
noting that Lots 1-18 will receive particular attention during the review process.
Yadkin believes that these steps, in conjunction with NCWRC's mitigation measures
for the proposed subdivision provide adequate protection of the resources in the
area. .F
Cultural Resources
In accordance with Yadkin's letter to KEJ dated February 4, 1999, KEJ has provided
Yadkin with a copy of the final cultural resources survey report as well as
correspondence from NCDCR indicating that NCDCR has no comment. KEJ has
also provided documentation indicating that there are no cultural sites located
wholly or partly within the Yadkin-managed buffer or within the project boundary
(655-foot contour, Yadkin datum). (NCDCR letter dated November 1, 1999;
NCDNR Nationwide Permit Review dated November 19, 1999 and Environmental
Services, Inc. letter dated November 29, 1999). KEJ has satisfied concerns with
regard to cultural resources in reference to Yadkin's subdivision access approval
process.
Private Pier Development
KEJ has proposed that the Stoney Point Harbor development will include 27 private,
individual piers and 11 shared piers. Yadkin would remind KEJ that per Yadkin's
Specifications, in order to qualify for a private pier permit, certain minimum
conditions must be met. First, lots proposed for private, individual piers must have
a minimum shoreline lot width of 200 feet as measured by extending the adjoining
property owner's side lot lines to the normal full-pool elevation of the reservoir (on
High Rock Reservoir, 655-foot contour, Yadkin datum) and lots proposed for
private, shared piers must have a minimum shoreline lot width of 100 feet each.
Second, Yadkin requires that each lot have access to a minimum water depth of 8
feet within 75 feet of the shoreline as measured from the normal full pool elevation.
Additionally, piers cannot be located in coves less than 100 feet in width at normal
full-pool elevation.
Yadkin staff has utilized plat maps and bathymetry to develop its own assessment
of lot widths, water depths, and cove widths for the Stoney Point Harbor
development lots 1-62. The attached table provides a summary of Yadkin's
determinations (measured as noted above).
Based on the information provided in the attached table, it is Yadkin's assessment
that the following lots have sufficient water depth to meet Yadkin's minimum water
depth requirement and the lots have a width of 200' or greater: #5-10; #12; #15;
#32-34; #37-44; #55; and #61. Lots which have sufficient water depth and a lot
width of at least 100' include: #1-4; #13-14; #16-31. Cove widths of 100' or more
are available for the lots listed in this paragraph.
Lot 11 has insufficient lot width and insufficient water depth to qualify for a private
individual pier.
This information on lot width, water depth, and cove width does not constitute final
approval, pre-approval or conditional approval of any private individual or shared
pier, or multi-use facilities, or activities to occur on the Yadkin-Managed Buffer
adjacent to the lots indicated, but is provided to you as Yadkin's assessment of
these minimum requirements. .i
Multi-Use Facility Development
KEJ proposes to construct a single boat launch ramp on Lot 62. USFWS, NCWRC
and NCDCR have stated that they have no further comments regarding KEJ's
proposal. Yadkin notes that KEJ has received an Approval of 401 Water Quality
Certification from NCDWQ for the proposed multi-use facilities, along with General
Permit Verification from the USACE. KEJ will need to notify USACE upon
completion of the activity authorized in its permit.
Issues Regarding Impact on Recreational Boatinq Use on the Reservoir and the
Need for the Boat Launch Ramp
By letter dated February 4, 1999, Yadkin requested KEJ to provide an assessment
of the combined effect of full build-out of the Crystal Bay, Emerald Bay, Springs and
Stoney Point Harbor subdivisions; an estimate of the recreational boating carrying
capacity within the Flat Swamp Creek arm of High Rock Reservoir; an assessment
of the effect of full build-out of Stoney Point Harbor and the Springs on recreational
boating use of Flat Swamp Creek; and further justification for the need for the
community boat launch proposed for Lot 62. Yadkin has previously indicated to
KEJ that it has withdrawn these requests and that these assessments are not
needed for Yadkin to complete its review of the Stoney Point Harbor EA.
Summary
To summarize, before Yadkin can consider the EA complete, it will need the
following information from KEJ.
1. KEJ must provide Yadkin with substantial evidence of its efforts to inform
existing lot owners and prospective buyers in writing about the following: (i) no
lots within the Stoney Point Harbor development are "waterfront" lots because
APGI owns, and Yadkin manages, a buffer of 5 vertical feet along the reservoir
(Yadkin-Managed Buffer); (ii) KEJ has provided a copy of the Stewardship Policy
and Specifications to existing lot owners and prospective buyers and
communicated that failure to comply with Yadkin's Stewardship Policy and
Specifications may result in loss of eligibility for private Reservoir access for lots
otherwise eligible; (iii) that trees or tree-laps that are approved by Yadkin to be
removed for private pier installation will have to mitigated at a 2:1 ratio; and (iv)
that piers located in areas of aquatic vegetation will have to be designed to span
the vegetation and will require the lot owner to sign an Aquatic Vegetation
Agreement.
2. KEJ must provide its general policy for its architectural review process for
Stoney Point Harbor that maximizes building setbacks and minimizes vegetation
removal within the setback for lots adjoining the Yadkin-Managed Buffer. Yadkin
requests KEJ especially note that Lots 1-18 will receive particular attention
during the architectural review process. In addition, KEJ must communicate this
policy to existing lot owners and prospective buyers in writing and must provide
Yadkin with evidence of this communication, especially noting that Lots 1-18 will
receive particular attention during the review process.
Once KEJ has provided Yadkin with the above requested information, Yadkin will
consider the EA for Stoney Point Harbor subdivision (Lots 1-62) complete.
Completion of the EA clears the way for Yadkin to begin processing private pier
permits and activity applications for any homeowner with a house under roof and for
KEJ to obtain from Yadkin a construction permit authorizing the construction of the
proposed multi-use facility.
This letter in no way constitutes pre-approval or conditional approval of any private
individual or shared pier, or multi-use facilities, or activities to occur on the Yadkin-
Managed Buffer, along the shoreline, or in the reservoirs (including installation of
private individual or shared piers, or multi-use facilities, shoreline stabilization
measures, pathways, or vegetation clearing). Permission to install pathways,
construct piers, clear vegetation or install shoreline stabilization facilities will be
considered on a case-by-case basis with individual property owners and will be
granted in accordance with Yadkin's policies and practices existing at that time.
If you have any questions or if we may assist you further, please call me at (704)
422-5606.
N? ?L? L
Gene Ellis
Environmental and Natural Resources Manager
cc: David Brook - NCDCR
Owen Anderson / Ken Knight / Lawrence Dorsey - NCWRC
John Ellis - USFWS
Steve Chapin - USACE
John Dorney - NCDWQ
Steve Hall - NCDPR
e-mail: Jan Fox - LLGM
Wendy Bley - LVA
Sarah Verville - LVA
Coralyn Benhart - Alcoa
Julian Polk -Yadkin
Bob Smet - Yadkin
Pat Shaver - Yadkin
Table 1
Stoney Point Harbor Subdivision - Lots 1-62
Lot # Distance (in Lot Width Notes/Comments
feet) to 8 feet (feet)
of water depth
1 39* 185 Proposed shared pier w/
#2.
2 39* 133 , Proposed shared pier w/
#1.
3 64* 125 Proposed shared pier w/
#4.
4 64* 165 Proposed shared pier w/
#3.
5 36 200 Proposed individual pier.
6 34 207 Proposed individual pier.
7 38 264 Proposed individual pier.
8 46 436 Proposed individual pier.
9 47 441 Proposed individual pier.
10 73 208 Proposed individual pier.
11 79 172 Proposed individual pier.
Lot is not eligible for pier.
12 43 328 Proposed individual pier.
13 37* 133 Proposed shared pier w/
#14.
14 37* 112 Proposed shared pier w/
#13.
15 32 221 Proposed individual pier.
16 32* 149 Proposed shared pier w/
#17.
17 32* 132 Proposed shared pier w/
#16.
18 33* 132 Proposed shared pier w/
#19.
19 33* 160 Proposed shared pier w/
#18.
20 27* 159 Proposed shared pier w/
#21.
21 27* 124 Proposed shared pier w/
#20.
22 30* 138 Proposed shared pier w/
#23.
23 30* 131 Proposed shared pier w/
#22.
24 25* 136 Proposed shared pier w/
#25.
Lot # Distance (in
feet) to 8 feet
of water depth Lot Width
(feet); Notes/Comments
25 25* 217 Proposed shared pier w/
#24.
26 32* 111 Proposed shared pier w/
#27.
27 32* 114 Proposed shared pier w/
#26.
28 32* 118
i Proposed shared pier w/
#29.
29 32* 131 Proposed shared pier w/
#28.
30 31 * 125 Proposed shared pier w/
#31.
31 31 * 131 Proposed shared pier w/
#30.
32 31 200 Proposed individual pier.
33 38 209 Pro osed individual pier.
34 43 478 Proposed individual pier.
35 - No access requested.
36 - No access requested.
37 27 228 Proposed individual pier.
38 44 227 Proposed individual pier.
39 39 216 Proposed individual pier.
40 42 200 Proposed individual pier.
41 50 203 Proposed individual pier.
42 47 301 Proposed individual pier.
43 39 392 Proposed individual pier.
44 59 859 Proposed individual pier.
45 - No access requested.
46 - No access requested.
47 - No access requested.
48 - No access requested.
49 - No access requested.
50 - No access requested.
51 - No access requested.
52 - No access requested.
53 - No access requested.
54 - No access requested.
55 66 294 Proposed individual pier.
56 38 275 Proposed individual pier.
57 36 276 Proposed individual pier.
58 36 282 Proposed individual pier.
59 41 228 Proposed individual pier.
60 70 253 Proposed individual pier.
61 33 207 Proposed individual pier.
Lot # Distance (in Lot Width Notes/Comments
feet) to 8 feet (feet)
of water depth
62 _ Proposed community boat
launch.
Note: " As measured by extending common lot line between this lot and lot with
which pier is proposed to share.
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Ms. Sandra Steed
KEI Marketing, Inc.
16Tk?3AJ
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 30, 2000
Davidson County
DWQ Project # 000094
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Waterfront Properties
26431 Highway 8
Denton. NC 27239
Dear Ms. Steed:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.12 acres of
wetlands and 325 linear feet of streams for the purpose of constructing road crossings for Stoney Point Harbor development as described
in your application dated January 21. 2000, and March 15, 2000. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3108. This certification allows you to use Nationwide Permit Number 26 when
the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your
project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Water shed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in .your application except as modified below. If you
change your project. you must notify us and you may be required to send us a new application. If the property is sold, the new owner
must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and streams to notify the state in
order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the
date of this letter or the issuance of the 404 Permit (whichever is later).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh. N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone John Dorney at 919-733-9646.
nce el I
evens
Attachment
cc: Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Sandy Smith; EcoScience, Inc.
File copy
Central Files
Division of Water Quality - Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer -
50% recycled/10% post consumer paper
MEMORANDUM
TO: John Dorney Regional Contact: Jennifer Frye
Non-Discharge Branch WO Supervisor: 1 rry Coble
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name KEJ Marketing Inc / Waterfront Properties Stoney County Davidson
Project Number 00 0094 County2
Recvd From APP Region Winston-salem
Received Date 2/2/00 Recvd By Region 2/10/2000
Project Type residential
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
26 Stream O Y OO N I 12-(124.5) WS(V B cA 30,704. F- 325.00 325.00
F_QY ON ?F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more Info? 0 Y 6 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: OQ issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 353729 Longitude (ddmmss) 801236
Comments:
ON LETTER sent 2/28/00 by WSRO
Additional information received on 5/17/00
Thrace road crossings, all lees than 150 L F _ _ Impacts are to three separate channels.
The WSRO recommends that this WO Cer ifecation he issued.
cc: Regional Office Page Number 1
Central Office
Facility Name KEJ Marketing Inc / Waterfront Properties Stoney County Davidson
Project Number 00 0094
Comments (continued from page 1):
Regional Contact: Jennifer Frye
Date:
cc: Regional Office
Central Office Page Number 2
03/27/2000 07:40 3367714630 DIV OF WATER QUALITY PAGE 01/01
3 Pagos? f
post-it' Fax Note 7671
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March 20, 2000
.JAMES Ia. HUNT JR.. Certified Mail Z 0 12 OSO
GOVERNOR . Return Rgee wt Rea st
Ms. Sandra R. Steed
(SILL HOLMAN KEJ Marketing Inc./Waterfront Properties
SECRETARY 26431 Highway 8
Denton, NC 27239
KRRR T. WTZViNS' . yT »
DIRECTOR.. SUBJECT: Stoney Point Harbor
DWQ Project # 00 0094
The Springs at Nigh Rock
DWQ Project # 00 0084
Davidson County
Dear Ms Steed:
%TH CAROLINA DEPARTMENT OF
ENT AND NATURAL RESOURCraS
DIVIf.,ON OK WATZR QUALITY
INB7oN-SALEM REGIONAL OFFICE
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This letter is to acknowledge your response to our recent request for additional
information regarding the subject DWQ Projects. The Division appreciates your
efforts in establishing a restoration plan for the in-channel sediment basins. Keep in
mind that your project applications will remain on hold until we receive the final
linear footage determinations. We are requesting (by copy of this letter) that the U. S.
Army Corps of Engineers continue to place your project on administrative hold.
If you have any questions regarding this matter, please contact Mrs. Jennifer
Frye or myself at [phone].
Sincerely,
g'? C."-
Larry D. Coble
WQ Regional Supervisor
cc: Mr. Sandy Smith, EcoSeience, 612 Wad Ave.. Suite 200, Raleigh, NC 27605
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
r?KSr
5/6 WAUGNTOWN YTR[[T. WINSTON-g ALk M, NoRTN CAROLINA 37107
rNONi naC-771-4900 FAX sa0-77t-4420
AN LOUAL O??ORTVNITY APrIRMATIYC ACTION CMILOYlR - FO?Jf. R[CYCLKP/1076 ropriCONSUMCR IA?[II
LT. TWA
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NCDENR
JAMES B. HUNT JR
GOVERNOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
WINSTON-SALEM REGIONAL OFFICE
March 20, 2000
Certified Mail Z 097 215 050
Return Receipt Requested
?F
Ms. Sandra R. Steed
BILL HOLMAN KEJ Marketing Inc./Waterfront Properties
SECRETARY 26431 Highway 8
Denton, NC 27239
KERR T. STEVENS n ?;
DIRECTOR SUBJECT: Stoney Point Harbor
DWQ Project # 00 0094
The Springs at High Rock
DWQ Project # 00 0084
Davidson County
Dear Ms Steed:

This letter is to acknowledge your response to our recent request for additional
information regarding the subject DWQ Projects. The Division appreciates your
efforts in establishing a restoration plan for the in-channel sediment basins. Keep in
mind that your project applications will remain on hold until we receive the final
linear footage determinations. We are requesting (by copy of this letter) that the U. S.
Army Corps of Engineers continue to place your project on administrative hold.
If you have any questions regarding this matter, please contact Mrs. Jennifer
Frye or myself at [phone].
Sincerely,

Larry D. Coble
WQ Regional Supervisor
cc: Mr. Sandy Smith, EcoScience, 612 Wade Ave., Suite 200, Raleigh, NC 27605
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
HP ,57"
2 U 1- 0-
585 WAUGHTOWN STREET. WINSTON-SALEM, NORTH CAROLINA 27107
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
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March 20, 2000
tl Mail 09-1 1-11050
.IAMes B. HUNT JR.
RNCR Return ece vt Rc est
GCVL
Ms. Sandra R. Steed
KEJ Marketing Inc./Waterfront Properties
BILL. NOLMAN hway 8
26431 Hi
SECRETARY g
Denton, NC 27239
KERB T. V-MyCNS 7?it?
DIRECTOR. SYVro'JA.CT: DWQ project # 00 0094
The Springs at high Rock
DWQ Project ,# 00 0084
Davidson County
Dear Ms Steed-
iTli CAROLINA DEPARTMENT OF
ENT AND NATURAL RESOURGr-S
1JIVI..,ON OK WAT11R QUALITY
INSTON-SALIyM REGIONAL. OFFICE
This letter is to acknowledge your response to our recent request for additional
information regarding the subject DWQ Projects. The Division appreciates your
efforts in establishing a restoration plan for the in-channel sediment basins. Keep in
mind that your project applications will remain on hold until we receive the final
linear footage determinations. We are requesting (by copy of this letter) that the U. S.
Army Corps of Engineers continue to place your project on administrative hold.
If you have any questions regarding this matter, please contact Mrs. Jennifer
Frye or myself at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
Engineers 200, Raleigh, NC 27605
cc; Mr. Sandy Smith, EcoScience, 612 Wade Avc..
Raleigh Field Office, US Army Corps of En
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
W SRO
MM-
FiKSr
SgS WAUaN•rOWN STR99T. WINJTON-SA69M, NORTH CAROLINA a7107
PMON9 a2c.771-Asoo FAX [phone]
RTUNITT AFFIRMATIYC ACTION EMFLOTlR - So% RCCYCLCO,,% popl.CONGUMCR IAA5R
COUAL O?M
AN
612 Mide Avenue Suit(' 200 Ral(iqh. NC l'MiW) Telephono: 919.828.3433 Fav X119.8'1,8.3518
EcoScience
l
March 15, 2000
Mr. Larry D. Coble
N.C. Division of Water Quality WR 1 7 20
Winston-Salem Regional Office _
585 Wau htown Street >-',I!-ANDS GROUP
g - I1 ITY SECTION
Winston-Salem, North Carolina 27107
Re: Response to a Request for Additional Information Concerning 98-004
The Springs at High Rock: DWQ Project # 00 084 and
Stoney Point Harbor: DWQ Project # 00 094
Dear Mr. Coble:
Please find attached a copy of a letter from you to Ms. Sandra Steed of KEJ Marketing/Waterfront
Properties dated February 28, 2000. This correspondence is submitted as part of an effort to respond
to you within three weeks of the date of the aforementioned letter. Please know that KEJ
Marketing/Waterfront Properties is interested in pursuing this project and does not wish to have the
project withdrawn.
The N.C. Division of Water Quality (DWQ) has enumerated five points in the request for further
information. Responses to the information requests are included below.
(1) Supporting Information for Stream Crossings. A healthy economy, growing population
along the nearby I-85 corridor, increased disposable income, and an apparently popular
desire and ability to purchase a second home or retirement home near a body of water and
outside of the urban environment of a city are primary factors resulting in the development
of the subject property.
The Springs development property is a linear strip of land adjacent to the Yadkin, Inc. buffer
along south shore of the Flat Swamp Creek arm of High Rock Lake (see attached Figure 1).
The main body of the development property is approximately 2.6 miles long and ranges from
550 to 700 feet in depth from the Yadkin buffer. An entrance road extends another 0.9 mile
from NC Highway 8 to the main body of the development. The entrance road and
development are crossed by 11 intermittent streams that flow down the north face of High
Rock Mountain into High Rock Lake. Roadway access to the length of the development
cannot be established without crossing these streams. The access roadway has been
constructed on a fairly steep slope, so linear impacts to streams are necessarily longer than
if the road was constructed on a level grade. With consideration to the stream reconstruction
work that is currently underway, linear impacts resulting from stream crossings have been
minimized to the greatest extent practicable.
EcoScience Corporation
Mr. Larry D. Coble
March 15, 2000
Page 2
(2) Sediment Basins in Stream Channels. EcoScience Corporation has contacted Ms. Jennifer
Frye and discussed methods for restoration of stream channels. Subsequently, a plan has
been devised to remove sediment basins established in stream channels. Stream channels
will then be restored as close as practicable to pre-construction conditions. Stream banks
will be seeded with grass to provide for stabilization and supplemental plantings of wetland
and mesic herbs and shrubs. Since the region is currently experiencing low-flow conditions,
basin removal and stream restoration work is being carried out now. Following
reconstruction, the linear footage of impacts at crossings will be determined and forwarded
to DWQ.
(3) Length of Stream Impact Discrepancies. The stream boundaries were delineated and
surveyed at The Springs in 1997. Since that time, further fill impacts (sediment pond
construction and boulder placement) have occurred in some stream crossings that were not
recorded on the jurisdictional delineation plat. Sediment ponds and boulders are currently
being removed from several streams. Stream banks will then be stabilized initially through
grass seeding, with supplemental plantings of wetland and mesic herbs and shrubs. The
linear footage of impact resulting from each crossing will be determined and forwarded to
DWQ. It is the intention of the developer to impact less than 150 linear feet of stream at
each crossing.
(4) Missing Road Crossing. One delineated jurisdictional stream and a road crossing of the
stream were inadvertently not included on the jurisdictional delineation of The Springs
development. The delineation plat will be revised to include this crossing. Length of impact
will be determined and forwarded to DWQ.
(5) The only planned future impacts to jurisdictional areas at The Springs include the
construction of three group piers on the shoreline of High Rock Lake. On December 17,
1999, DWQ issued an approval of 401 Water Quality Certification (DWQ# 99-1030) to
allow coverage of fill resulting from construction of these piers under Nationwide Permit
Number 18.
The only planned future impacts to jurisdictional areas at Stoney Point Harbor include the
construction of a residential pier and boat ramp on the shoreline of High Rock Lake. On
October 24, 1999, DWQ issued an approval of 401 Water Quality Certification (DWQ #
991049) to allow coverage of fill resulting from construction of these piers under General
Permit Number 198200030.
MAR ! 1 2000
- 'J,'. i i ANDS GROUP
i ;? ?i W ITY SECTION
EcoScience Corporation
Mr. Larry D. Coble
March 15, 2000
Page 3
Please call me if you have any questions about this information. Thank you for your assistance with
this project.
Yours truly,
ECOSCIENCE CORPORATION
Sandy Smith
Senior Project Manager
Attachments
Cc: Ms. Sandra Steed, Waterfront Properties, Inc.
Mr. John Domey, DWQ-Raleigh Office
MAR 1 -, 2000
ANIIS TY fCTION
e91FA
NCDENR
JAMES B. HUNT JR
GOVERNOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
WINSTON-SALEM REGIONAL OFFICE
February 28, 2000
Certified Mail Z 333 044 980
Return Receipt Requested
Ms. Sandra R. Steed
BILL HOLMAN KEJ Marketing Inc./Waterfront Properties
SECRETARY 26431 Highway 8
Denton, NC 27239
KERR T. STEVENS
DIRECTOR SUBJECT: Request for Additional Information
Stoney Point Harbor
DWQ Project # 00 0094
The Springs at High Rock
DWQ Project # 00 0084
Davidson County
Dear Ms Steed:
The Division of Water Quality has reviewed your plans for the discharge of fill
material into surface waters in Davidson County for the purpose of residential
development. Insufficient evidence is present in our files to conclude that your project
must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H
.0506. Therefore, unless modifications of the proposal are made as described below,
we will have to move toward denial of your 401 Certification as required by 15A
NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive
this additional information. We are requesting (by copy of this letter) that the U. S.
Army Corps of Engineers place your project on administrative hold.
(1) Please provide us with information supporting your position that states your project
must be constructed as planned and that you have no practicable alternative to placing
fill in these waters and/or wetlands. Documentation such as maps, narratives,
economic analyses, that you can supply to address alternative designs for your project
may be helpful in our review of your 401 Certification request.
(2) Site visits to both The Springs at High Rock and Stoney Point Harbor on February 22,
2000 confirmed that the impacts have already occurred. At several of the road
crossings, small sediment basins have been installed within the channel. If these are
to be permanent structures for stormwater management, please submit plans,
specifications, and linear footage of impact for DWQ approval. If these basins are to
be removed, please forward your plans to restore the channels to pre-construction
conditions. It is strongly recommended that any reconstruction occur during low flow
conditions and bio-engineering is utilized for bank stabilization. If rock armoring is
MAR ' / 2000 installed, this length will count toward your total linear footage of impact.
& GROUP
j_9M TY SECTION
565 WAUGHTOWN STREET, WINSTON-SALEM, NORTH CAROLINA 27107
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POET-CONSUMER PAPER
KEJ Marketing, Inc.
Page 2
(3) During the site visits, it appeared that the impacts at several of the road crossings
exceeded the linear footage for which you applied. Length of stream impact includes
any hard armoring (rip-rap) used for bank stabilization above and below the culverts.
Please submit the exact length of impact for each road crossing. Keep in mind if the
length of impact for any one of these channels exceeds 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H.0506(h). If you wish to
remove any excess rip-rap and decrease the length of impact, please submit your
plans for restoration of these channels. As stated above, restoration activities should
occur at such times and in a manner as to minimize excessive sediment loading to the
channels.
(4) At The Springs at High Rock location, one of the road crossings was not included
with your application. Please submit the length of impact for this crossing.
(5) If future impacts are anticipated for either site, please include these impacts with your
application.
Please respond within three weeks of the date of this letter by sending one copy of
this information to me and one copy to John R. Dorney, 4401 Reedy Creek Road,
Raleigh, NC 27607. If we do not hear from you in three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as
withdrawn. If you have any questions regarding this matter, please contact Mrs.
Jennifer Frye or myself at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Mr. Sandy Smith, EcoScience, 612 Wade Ave., Suite 200, Raleigh, NC 27605
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
, ? Lr^ ti ? 11 ,'' n n _
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Source: USGS 30x80 Salisbury Quadrangle, II
V o 1 J J
Location Map Figure: 1
Environmental The Springs at High Rock Lake Project: ER97013
Services, Inc. Davidson County, North Carolina
Date: May 1997
Ch
°'
W
0-
NOMA
4
RCDENR-
JAMES B. HUNT JR
GOVERNOR
BILL HOLMAN
SECRETARY
KERR T. STEVENS
DIRECTOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
WINSTON-SALEM REGIONAL OFFICE
February 28, 2000
Certified Mail Z 333 044 980
Return Receipt Requested
Ms. Sandra R. Steed
KEJ Marketing Inc./Waterfront Properties
26431 Highway 8
Denton, NC 27239
SUBJECT: Request for Additional Information
Stoney Point Harbor
DWQ Project # 00 0094
The Springs at High Rock
DWQ Project # 00 0084
Davidson County
O LS ? 1S ? ? ? ?51
3 2000

Dear Ms Steed:
Np' 1,
-44"
01- c e
The Division of Water Quality has reviewed your plans for the discharge of fill
material into surface waters in Davidson County for the purpose of residential
development. Insufficient evidence is present in our files to conclude that your project
must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H
.0506. Therefore, unless modifications of the proposal are made as described below,
we will have to move toward denial of your 401 Certification as required by 15A
NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive
this additional information. We are requesting (by copy of this letter) that the U. S.
Army Corps of Engineers place your project on administrative hold.
(1) Please provide us with information supporting your position that states your project
must be constructed as planned and that you have no practicable alternative to placing
fill in these waters and/or wetlands. Documentation such as maps, narratives,
economic analyses, that you can supply to address alternative designs for your project
may be helpful in our review of your 401 Certification request.
(2) Site visits to both The Springs at High Rock and Stoney Point Harbor on February 22,
2000 confirmed that the impacts have already occurred. At several of the road
crossings, small sediment basins have been installed within the channel. If these are
to be permanent structures for stormwater management, please submit plans,
specifications, and linear footage of impact for DWQ approval. If these basins are to
be removed, please forward your plans to restore the channels to pre-construction
conditions. It is strongly recommended that any reconstruction occur during low flow
conditions and bio-engineering is utilized for bank stabilization. If rock armoring is
installed, this length will count toward your total linear footage of impact.
588 WAUGHTOWN STREET, WINSTON-SALEM, NORTH CAROLINA 27107
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
O"
KEJ Marketing, Inc.
Page 2
(3) During the site visits, it appeared that the impacts at several of the road crossings
exceeded the linear footage for which you applied. Length of stream impact includes
any hard armoring (rip-rap) used for bank stabilization above and below the culverts.
Please submit the exact length of impact for each road crossing. Keep in mind if the
length of impact for any one of these channels exceeds 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H .0506(h). If you wish to
remove any excess rip-rap and decrease the length of impact, please submit your
plans for restoration of these channels. As stated above, restoration activities should
occur at such times and in a manner as to minimize excessive sediment loading to the
channels.
(4) At The Springs at High Rock location, one of the road crossings was not included
with your application. Please submit the length of impact for this crossing.
(5) If future impacts are anticipated for either site, please include these impacts with your
application.
Please respond within three weeks of the date of this letter by sending one copy of
this information to me and one copy to John R. Dorney, 4401 Reedy Creek Road,
Raleigh, NC 27607. If we do not hear from you in three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as
withdrawn. If you have any questions regarding this matter, please contact Mrs.
Jennifer Frye or myself at [phone].
Sincerely,

Larry D. Coble
WQ Regional Supervisor
cc: Mr. Sandy Smith, EcoScience, 612 Wade Ave., Suite 200, Raleigh, NC 27605
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office M R
Central Files U f5 4
WSRO
- 32()00
INIETt?t?lr s i,t?au' .
-
MEMORANDUM
TO: John Dorney 0Regional Contact: Jennifer Frye _
Non-Discharge Branch WO Supervisor: tar arry Coble
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name KEJ Marketing Inc / Waterfront Properties Stoney
Project Number 00 0094
Recvd From APP
Received Date 2/2/00 Recvd By Region 2/10/2000
Project Type residential
County Davidson
County2
Region Winston-salem
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
26 Stream PT @ N ? 12-(124.5) WsIV B CA 30,704. I - 265.00 r- I-
F- O Y _0N r I -F-Ir-F-F-f -F- I---F-?
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 353729 Longitude (ddmmss) 801236
Comments:
ON LETTER sent 2/28/00 by WSRO
cc: Regional Office
Central Office Page Number 1
Facility Name KEJ Marketing Inc / Waterfront Properties Stoney County Davidson
Project Number 00 0094 Regional Contact: Jennifer Frye
Date:
Comments (continued from page 1):
cc: Regional Office Page Number 2
Central Office
February 28, 2000
Certified Mail Z 333 044 980
Return Receipt Requested
Ms. Sandra R. Steed
KEJ Marketing Inc./Waterfront Properties
26431 Highway 8
Denton, NC 27239
SUBJECT: Request for Additional Information
Stoney Point Harbor
DWQ Project # 00 0094
The Springs at High Rock
DWQ Project # 00 0084
Davidson County
Dear Ms Steed:
The Division of Water Quality has reviewed your plans for the discharge of fill
material into surface waters in Davidson County for the purpose of residential
development. Insufficient evidence is present in our files to conclude that your project
must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H
.0506. Therefore, unless modifications of the proposal are made as described below,
we will have to move toward denial of your 401 Certification as required by 15A
NCAC 2H.0507(e) and will place this project on hold as incomplete until we receive
this additional information. We are requesting (by copy of this letter) that the U. S.
Army Corps of Engineers place your project on administrative hold.
(1) Please provide us with information supporting your position that states your project
must be constructed as planned and that you have no practicable alternative to placing
fill in these waters and/or wetlands. Documentation such as maps, narratives,
economic analyses, that you can supply to address alternative designs for your project
may be helpful in our review of your 401 Certification request.
(2) Site visits to both The Springs at High Rock and Stoney Point Harbor on February 22,
2000 confirmed that the impacts have already occurred. At several of the road
crossings, small sediment basins have been installed within the channel. If these are
to be permanent structures for stormwater management, please submit plans,
specifications, and linear footage of impact for DWQ approval. If these basins are to
be removed, please forward your plans to restore the channels to pre-construction
conditions. It is strongly recommended that any reconstruction occur during low flow
conditions and bio-engineering is utilized for bank stabilization. If rock armoring is
installed, this length will count toward your total linear footage of impact.

KEJ Marketing, Inc.
Page 2
(3) During the site visits, it appeared that the impacts at several of the road crossings
exceeded the linear footage for which you applied. Length of stream impact includes
any hard armoring (rip-rap) used for bank stabilization above and below the culverts.
Please submit the exact length of impact for each road crossing. Keep in mind if the
length of impact for any one of these channels exceeds 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H .0506(h). If you wish to
remove any excess rip-rap and decrease the length of impact, please submit your
plans for restoration of these channels. As stated above, restoration activities should
occur at such times and in a manner as to minimize excessive sediment loading to the
channels.
(4) At The Springs at High Rock location, one of the road crossings was not included
with your application. Please submit the length of impact for this crossing.
(5) If future impacts are anticipated for either site, please include these impacts with your
application.
Please respond within three weeks of the date of this letter by sending one copy of
this information to me and one copy to John R. Dorney, 4401 Reedy Creek Road,
Raleigh, NC 27607. If we do not hear from you in three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as
withdrawn. If you have any questions regarding this matter, please contact Mrs.
Jennifer Frye or myself at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Mr. Sandy Smith, EcoScience, 612 Wade Ave., Suite 200, Raleigh, NC 27605
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
ECoSci0 nCP
6 1 2 Wudu Avenuo Stine 200 Rideigh, NC: 27605 I'olephoinu: 919.R28.:Mi:i I"IX: 919.83'.8.351 S
?h
January 21, 2000
Mr. John Dorney
N.C. Division of Water Quality
4401 Reedy Creek Road
Raleigh, North Carolina 27607
44 ,,
PgYMT-N7

Re: Section 401 Water Quality Certification for Impacts Associated with 98-004
Stoney Point Harbor Residential Development Adjacent to High Rock Lake,
Davidson County, NC
Dcar.lohn:
Please find attached to this letter seven (7) copies of a Department of the Army Nationwide Pcnnit
notification packet (NWP #26) and cover letter addressed to Mr. John Thomas of the U.S. Army
Corps of Engineers Raleigh field office. The purpose of this letter is to request Section 401
concurrence for this nationwide permit. Impacts to jurisdictional areas have occurred through the
installation of culverts and fill at five access road crossings. Three crossings impact intermittent
streams and two impact headwater wetlands. The stream crossings impact 60, 140, and 65 linear
feet, respectively, and a total area of 0.04 acre. The headwater wetlands crossings impact a total of
0.08 acre of vegetated wetlands. These crossings were constructed in the spring of 1998.
It is assumed that the proposed action will be considered by the N.C. Division of Water Quality
(DWQ) to require a "Major Water Quality Certification", and as such requires a fee payment of
$475.00. Please find attached to this letter a check made payable to the N.C. Division of Water
Quality in the amount of $475.00.
The property is under development by a Charlotte-based company called KEJ Marketing, Inc. My
contact with KEJ Marketing is Ms. Sandra R. Steed, who works for a subsidiary of KEJ Marketing
called Waterfront Properties. The permittee should be designated KEJ Marketing, Inc./Waterfront
Properties and the contact address and phone are as follows:
KEJ Marketing, Inc./Waterfront Properties
26431 Highway 8
Denton, NC 27239
Phone: [phone]
Fax: [phone]
Contact: Ms. Sandra R. Steed
EcoScience Corporation
Mr..lohn Dorney
January 21, 2000
Page 2.
Plcase call me i f you have any questions or necd further information. Thank you for your assistance
with this project.
YOnrs truly,
ECOSCIENCE CORPORATION
Sandy Smith
Senior Project Manager
Attachments
EcoScience
612 Wade Avenue Suite 200 Raleigh, NC 27H05 Telephone: [phone]
January 21, 2000

Mr. John Thomas
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615

Re: Section 404 Permitting for Impacts Associated with the Stoney Point Harbor
Development Adjacent to High Rock Lake, Davidson County, NC
Dear John:
rax J 828-3518
98-004
The purpose of this letter is to bring to your attention Section 404 jurisdictional area impacts associated with
a residential development referred to as Stoney Point Harbor on High Rock Lake in Davidson County, NC.
You and I and Jerry McCrain of my office visited the site on October 15, 1997. Impacts to jurisdictional
areas have occurred through the installation of culverts and fill at five access road crossings. Three crossings
impact intermittent streams and two impact headwater wetlands. The stream crossings impact 60, 140, and
65 linear feet, respectively, and a total area of 0.04 acre. The headwater wetlands crossings impact a total
of 0.08 acre of vegetated wetlands. These crossings were constructed in the spring of 1998.
It is my understanding that, due to the type and amount of jurisdictional areas involved, these impacts are
eligible for permitting under Nationwide Permit #26. And since the project is causing the loss of less than
0.33 acre of jurisdictional areas, and no single and complete stream crossing impacts 150 or more linear feet
of jurisdictional stream, no formal notification to the Corps of Engineers (COE) is necessary. This
information is being provided as a courtesy to keep the COE informed as to the status of jurisdictional areas
in regards to this project.
Please find the following items attached to this letter:
• A completed copy of a COE Pre-Construction Notification;
• Figure 1, of the project area vicinity;
• Sheets 1 of 7 through 7 of 7, combination lot configuration and jurisdictional area locations and
approved survey of jurisdictional area delineation;
• Figure 2, typical cross section of an impacted jurisdictional stream crossing; and
Table 1, impacts at jurisdictional crossings.
Stoney Point Harbor is a 159-acre, planned residential community on the north shore of the Flat Swamp
Creek arm of High Rock Lake (Figure 1). The main body of the development is connected to NC Highway
8 by an approximately 2.5-mile entrance road.
Section 404 jurisdictional areas in and adjacent to the development area are lcustrine and palustrine in
nature, as defined by Cowardin et al. (1979) and displayed on the NW I map of the Grist Mountain and High
Rock USGS 7.5 minute quadrangles. The Flat Swamp Creek arm of High Rock Lake is a lcustrine, limnetic
system. Palustrine areas include vegetated wetlands and unvegetated, unnamed tributaries to the Flat Swamp
EcoScience Corporation
Mr. John Thomas '
January 21, 2000
Page 2
Creek arm and High Rock Lake. Two forested, palustrine systems occur within the main body of the
development, east of the entrance road (Stoney Point Drive) in an area not currently planned for development
(Sheets 6 of 7 and 7 of 7). Both of these systems are depressional wetlands whose source of water is
precipitation runoff from adjacent slopes.
The entrance road corridor is a narrow strip of land, approximately 2.5 miles in length (Sheet 1 of 7),
purchased from adjacent landowners for access to the main body of the development. There are five, small
palustrine systems associated with the entrance road corridor (Sheets 2 of 7 through 5 of 7). Three of these
systems are narrow, intermittent drains, or linear waters of the United States (waters of the U.S.) that vary
from 2 feet to 15 feet in width. The northernmost drainage is fed by a man-made pond while the other two
are fed by precipitation runoff. The entrance road has been designed to cross these linear drains at as near
to perpendicular angles as possible. A typical cross section of an impacted stream crossing is provided in
Figure 2. Two of the systems within the entrance road corridor are small, spring-fed vegetated wetlands that
eventually drain into linear tributaries. The northern wetland supports a mixture of emergent and forest
vegetation. Impacts to this wetland have been minimized (0.01 acre) and impacts to the associated stream
have been avoided by shifting the entrance road to the east. The southern wetland is one of a series of
wetlands that occur on a timbered slope. This wetland was disturbed by machinery during recent logging
operation and presently supports emergent vegetation in tire ruts. Impacts to this wetland have been
minimized (0.07 acre) by shifting the entrance road to the west.
Jurisdictional areas were delineated in the field in September 1997. The delineation was verbally verified
by you following a field visit on 15 October 1997, and the delineation survey plat was signed on June 11,
1998.
For the purposes of my client's record-keeping, I am interested in obtaining from you written verification that
jurisdictional impacts resulting from this project are covered under Nationwide Permit #26. Please let me
know if you have questions or need further information. Thank you for your assistance on this project.
Yours truly,
ECOSCIENCE CORPORATION
Sandy Smith
Senior Project Manager
Enclosure
cc: Ms. Sandra Steed, Waterfront Properties

DEM ID:
CORPS ACTION ID:
rp
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 26'".x'+-
PRE-CONSTRUCTION NOTIFICATION APPLICATIOII
?F
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF WATER QUALITY (SEE AGENCY
ADDRESSES SHEET). PLEASE PRINT
1. OWNERS NAME: KEJ Marketing Inc. / Waterfront Properties
2. MAILING ADDRESS: 26431 Hiphway 8
SUBDIVISION NAME: Stoney Point Harbor
CITY: Denton STATE: North Carolina ZIP CODE: 27239
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): North shore of the Flat Swamp Creek arm of High Rock Lake
in Davidson County, west of N.C. Highway 8 crossing of High Rock Lake
3. TELEPHONE NUMBER (HOME):
WORK: 800-952-5379
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Ms. Sandra R. Steed, c% owner's name and address as listed above
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Davidson NEAREST TOWN OR CITY: Denton
See attached Figures 1 and 2
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): Stoney Point Harbor
is located on the north shore of the Flat Swamp Creek arm of High Rock Lake between the
High Rock- Lake dam and the N.C. Highway 8 crossing of Flat Swamp Creek. The nearest
access road is NC 8.
6. IMPACTED OR NEAREST STREAM/RIVER: three unnamed tributaries to High Rock Lake
RIVER BASIN: Yadkin-Pee Dee
7a. IS THE PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-11)? YES _ NO X
IF YES EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AECP
YES _ NO X
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES X NO _ IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): GP 198200030, Action ID 200020070 See attached general permit
verification and Section 401 Water Quality Certification
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES NO X IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES ON TRACT OF LAND: 159
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
1.4
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.12 EXCAVATION:
FLOODING: OTHER:
DRAINAGE:
TOTAL ACRES TO BE IMPACTED: 0. 12
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: see attached text FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: no change in stream channels outside of crossings FT
AVERAGE DEPTH BEFORE: Intermittent FT AFTER: Intermittent FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 '/z" X 11 " DRAWINGS ONLY):
see attached text
13. PURPOSE OF PROPOSED WORK: see attached text
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT
IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS): _
See attached text
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS)
AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET)
REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING
ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA
THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: Not
required (ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: Not required
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES - NO X (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT?
YES _ NO _
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES _ NO _
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO Ms. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone]
P.03
02:07P EcoSciance Corporation
S. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIWTY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO
WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS. STREAMS, LAKES,
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21 26. 29,
ANO 39). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE
SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 60 FEET OR 1 INCH
EQUALS TOO FEET OF THEIR EQUIVALENT.
b. IF AVAILABLE. REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED
SY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d.- ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Forested land and open
water recreation
f. IF APPLICABLE. WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
NIA - -
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE-. WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL
MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONL Y). A LETTER FROM THE NORTH
CAROLINA O!VIS10N OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS
CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
OWNER'S/AGENTS SIGNATURE
_ /?s
A
OAT
(AGENT'S SIGNATURE VALID ONLY
If AUTHORIZATION LETTER FROM
THE OWNER 19 PROVIDED 118G.))
Block 10.
Three unnamed tributaries to High Rock Lake and two small areas of vegetated wetlands will
be impacted by the proposed action: construction of a residential access road, Stoney Point
Drive (See attached Sheets 1 of 7 through 7 of 7). The tributaries are characterized by
intermittent flow, and the vegetated wetlands support a secondary growth shrub assemblage.
Impacts are quantified in Table 1. The crossing on Sheet 2 of 7 will impact approximately 60
linear feet (ft) of a 3.5 ft wide intermittent stream (approximately 0.008 acre). The crossing
on Sheet 3 of 7 will impact approximately 0.01 acre of vegetated wetland. The crossing on
Sheet 4 of 7 will impact approximately 140 linear ft of a 3 ft wide intermittent stream
(approximately 0.013 acre). The crossings on Sheet 5 of 7 will impact approximately 65 linear
ft of a 15 ft wide intermittent stream (approximately 0.022 acre) and approximately 0.07 acre
of vegetated wetland. Two vegetated wetlands located within the main body of the
development will be avoided by proposed activities. The area of fill has been limited to the
minimum necessary for the actual crossings.
Block 10b.
The three stream crossings are all impact intermittent tributaries to High Rock Lake. The
crossings all occur within a narrow (approximately 60 feet wide) access corridor that extends
for approximately 2.5 miles from NC 8 to the body of the development. No streams occur
within the main body of the development.
Block 12.
The proposed work in surface waters involves the construction of a culverted crossing at each
of three unnamed tributaries to High Rock Lake using 24-inch reinforced concrete pipes. The
area around the pipes will be backfilled with soils from adjacent uplands, and the pipes will
have a minimum of 4 ft of cover. Two, small vegetated wetlands will be backfilled with soils
from adjacent uplands. The road surface will consist of two 10-ft, asphalt, travel lanes and
an 8-ft grassed shoulder on each side. Final fill slopes have been stabilized by a maintained
grass cover. The crossings have been designed to prevent the restriction of , and to
withstand, expected high flows, and to prevent the restriction of low flows and the movement
of aquatic organisms. The crossings conform to guidelines outlined in the North Carolina
Sediment Control Planning and Design Manual. Appropriate sediment and erosion control
practices will be implemented during construction. After construction, all sediment and erosion
control practices placed in wetlands or waters shall be removed and the natural grade restored.
Block 13.
The proposed crossings will support a road (Stoney Point Drive) providing direct access to 62
lots within the Stoney Point Harbor development area.
Block 14.
Property owners will have to cross these two tributaries to reach their lots. The locations of
the stream crossings have been planned to avoid and minimize impacts to waters of the U.S.
The crossings have been located to minimize impacts to nearby vegetated wetlands and
designed perpendicular to the orientation of the tributaries where practicable. Fill slopes will
be stabilized with vegetation immediately upon completion and out-of-stream sediment basins
will be employed to protect downstream water quality.
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
- Action ID: 200020070 County: Davidson
Property
owner:
Address:
Telephone:
GENERAL PERMIT REGIONAL AND NATIONWIDE VERIFIC,'i(31.
Authorized
KEJ Marketing Inc.
c!o Ms. Sandra R. Steed
26431 Highway 8
Denton, N.C. 27239
800 952-53719
Agent: EcoScience
Sandy Smith
Address: 612 Wade Avenue, Suite 200
Raleigh, NC 27605
Telephone: [phone]
Size and Location of Property (Waterbody, Highway name/number, town, etc.): KEJ Marketing's
Stoney- Point Harbor Residential Development property located off of NC 8, adjacent to Flat
Swamp Creek (High Rock Lake), near Denton, in Davidson County, North Carolina.
Description of Activity: Proposed construction of floating docks and boat ramp access for Stoney
Point Harbor Residential Development property resulting in 0.006 acre of fill and 0.005 acre of
shading_to the jurisdictional waters of Flat Swamp Creek (High Rock Lake).
X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
Nationwide Permit Number
_X-General Permit Number GP 198200030
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and or appropriate legal action.
This Department of the Army Regional General / Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact John Thomas at telephone number 19) 876-84 , exten on 25.
Regulatory Project Manager Signature
Date October 14, 1999 Expiration December 31, 2002
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:

State of North Carolina
Department of Environment 100. -
and Natural Resources I
Division of Water Quality
James B. Hunt, Jr., Governor NCDENR
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
October 24, 1999
Davidson Cotmry
DWQ Project # 991049
APPROVAL of 401 Water Quality Certification
KEJ Markeung inc./Waterfront Properties
26431 Hiehwav 8
Denton, NC. 27239
Aun. Ms. Sandra Steed .4 {h?t?' I G D 10
Dear Ms. Steed:
You have our approval, to accordance with the attached conditions and those listed below, to place fill material and shade to
0.011 acre of wetlands for the purpose of residential pier and boat ramp construction on high Rock Lake in Davidson County. as
you described in your application received by the Division of Water Quality on October 18. 1999. After reviewing your
application, we have decided that this fill is covered by General Witter Quality Certification Number 3099. This certification
allows you to use General Permit Number 198200030 when the Corps of Enginccn issues it- In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control. Coastal Stormwater, Non-Discharge and Water Supply water shed regulations. This approval will expire when the
accompanying d04 or ('AMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project.
you must notify us and you may be required to send us a new application.. If the property is sold, the new owner must be given a
copy of dhis Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills
for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H
.0506 (h) (6) and (7). For this approval to be valid. you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition. which conforms to Chapter
1508 of the North Carolina General Statutes to the Office of Administrative Hearings. P.O. Box 27447. Raleigh. N.C. 27611-
7#47. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality tinder Section 401 of the Clean Water Act. if you have
any questions. please telephone John Dorsey at 919-733.9646.
Si
evens
Attachment
cc- Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
File Copy
Central Files
991049
Division of Water Duality • Non-Discharge Branch
1621, Mail Service Center. Raleigh, NC 27699-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycied/10% post consumer paper
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Key Map for:
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: January 20, 1998
Scale: 1 " - 1000'
Sheet 1 of 7
SOUTH
MONT

mac, G?'00-
NC
SITE
1, 1 , VICINITY MAP NOT TO SCALE
?- 902'! -? NC HWY a
100' R.O.W.
?gg^
HIES 3 ;
Is COMPOSITE PLAT - NOT FOR SALES, CONVEYANCES OR
-103 RECORDATION. INFORMATION TAKEN FROM PLAT BOOK 27,
d
MOUNT" VIEW CHURCH PAGES 56, 57 do 58 AND PLAT BOOK 27. PAGE 75
n ste-691
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- - T" LOT 1. MAP 21
5
- LOT 1
PLEASANT SITES
PB e. P° 89
C. M. PEELER ESTATE
972-111
X*CP
p O
A ®6
7
4 ?? 14 (
STONEY h
POINT 4
HARBOR "
SUBDIVISION
7.
e7 77
• 7!
e0 7e
O 7E - -
5„ ' 7 \.Yf Job No. 97-5723
w
^ U 77 7.
O es .e O Prepared By: 14 .e ? O G
, E) E• E° .. o?® CHARLES C. WHICKER, RLS
,7 0 0 " & ASSOCIATES, INC.
E 9 " lend Surveying and Mapping
17-8 Randolph Street
Thomasville, N.C. 27360
Bus: (010) 472-5= raa: (010) 472 -26
Survey for.
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township. Davidson County
Date Prepared: January 20, 1998
Scale: 1 " - 200'
Sheet 2 of 7
SOUTH
MONT
NC MY
? P
f?
0 SITE
71 v`C K
VICINITY MAP NOT TO SCALE'
LEGEND
NC HWY 8
100' R.O.W.
RA
EIP - EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
CALL. PT. - CALCULATED POINT
R.O.W. - RIGHT OF WAY
PL - PROPERTY LINE
R.O.W.

S
MOSES HOLMES
456-103
N CARRICK
IT 38. MAP 1 t
n
9 lu
N
6
1.271± SQUARE FEET
A. CARRICK
ESTATE
9 22. PC 6
NU14E0 DIRECTION OfSTAfrCE
L1 S 79'46 30 •E 33.60
L2 S W32'01r"E 19.14
L3 S 411511E 26.94
L4 N 7T40 41 'E 61.26
L5 N 6T '30"E 44.64
L6 S 26'35 30 E 6.00
1.7 S 63'2430 .40
L6 S 7T40 41 65.
L9 N 41'15 11 6
L11 N 26'32 06 16.92
L12 N 79'4630 32.60
L13 N 10'13-30--E
6.00
,,,,,,?II1111111f, r •
?.••• 00 '••.:? ':
RHO
SEAL
,L-3497 ?.
This certifies that this copy of this plot accurately depicts the boundary of the
Jurisdiction of Section 404 of the Clean Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined by the undersigned on
this date. Unless there Is a change in the lour or our published regulations. this
determination of Section 404 Jurisdiction may be relied upon for a peroid of five
years from this dote.
S49not6te of U.S. Army Corps of Erfgir4ers Official
H
Dote
C LAYTt
Job No. 97-5723
Prepared Br. L-
CHARLES C. WHICKER, RLS
do ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randolph Street
Thomasnrille. N.C. 2MO
Bur. (910) 472-66x.1 hx: (910) 472-269
2/4/9e?
3 ; ie
0 0
? er
Survey for.
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton, N.C.
Healing Springs Township. Davidson County
Date Prepared: January 20, 1998
Scale: 1 " = 100'
Sheet 3 of 7
EIP ,,,?.?_?.?..-..?....?
LEGEND C ?G
?
EIS - DD(ISTING IRON STAKE G
CALC. PT. - CALCULATED POINT
R.O.W. - RIGHT OF WAY
PL - PROPERTY LINE

This coMfies that this copy of this plot accurately depicts the boundary of the
Hsd cUon of Section 404 of the Clean Water Act
rs
nt t
1987 Cor
s
J
th
ua
p
u
pu
o
e
of Engineers Wetlands Delineation Manual as determined bbyy lM undersigned on
this dote. Unless there le o change in he low or our pu l=d regulation. this
delermination of Section 404 Jurisdlcllon may be rolled upon for o peroid of five
years from this date.
- v
S•ignot of U.S. Army Corps of Enq Official
d 11L1/y_ I I F9 'y
Date
'Q
NUMBER DIRECTION DISTANCE
L1 N 81'49'11 'E 20.96'
L2 S 01.1123E 10.61
L3 S 20'4 40 E 72.89

CALL. PT.
NUMBER
DIRECTION
DISFANCE
E
L25
N 3V54 40 W-
21 "
21.53
L2a
L27 d

N 81*12 21 10.32'
L3t
2
L33
L34 N IYU,35,v WOW-

L3a
7
L3a N 51'W38' 20.34
W9 - S 67*44'45"W 24.23'
L40
L41
L42
L43 16-113
L44
Los
L46 a w 4453 so. M
1.47 N 18'31 16 E 19.98
L48 N 00'20 20 22.20
L49 N 19'2710 49.91
?o
.4,
C.M. PEELER ESTATE
972-111
T
MAP NOT TO SCALE
EIP IN Stump
n
lu
N
z
6
ROBERT S.
DENNjS
934-262
/
/
/
/ ,1,11111111111/ 1?
CARpl
16,
SE AL
9L-3497 ?
CA?
AYIQ `1-
1111111110 qe°(c:?b
Job No. 97-1723
Prepared By: C
°w CHARLES C. WHICKER, RIS
ASSOCIATES, INC.
land Surveying and Mapping
17-B Randolph Street
Thomasville. N.C. 27380
Bur. [phone] 1re11: [phone]A
G01-1-
SOUTH f8?
MONT
NC HWY
NAP
SITE F?CCK
OENN\5
S
UP
Survey for.
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: January 20, 1998
i
Scale: 1 " - 100'
Sheet 4 of 7
LEGEND
EIP - EXISTING IRON PIPE
EIS m EXISTING IRON STAKE
CALL. PT. - CALCULATED POINT
R.O.W. - RIGHT Of WAY
PL - PROPERTY LINE
SOUTH
MONT
NC HWY
1?P
SITE f?'O K
VICINITY
GLENN E. DENNIS
s5s-as
ROBERT S.
DENNIS
533-82
C.M. PEELER ESTATE
972-111
C.M. PEELER ESTATE
972-111
R.O. W,
PROPOSED STONEY POINT DRIVE
Go' R.O.W. P1111VIATE ROAD
R.O. W. -
Juiriisio certifies of that
Section o'+ 404 copy o of to this Ckcn accurately tAct pppurrsk one the the 1987 of
t
Ju Corps
of Engineers Wetlands Delineation Manual as determined the undersigned on
this dote. Unless there is o change in the low or our published regulations. this
determinotion of Section 404 Juriediction may be relied upon for a peroid of five
years frorry this dote. If I

Dote
NUMBER DIRECTION DISTANCE
It S 33'4617 E 26.90
L2 S S4'33 14 E 30.89
L3 S 03' 15 50-E 36.27
L4 S 50'26 37 E 10.93
L5 N 89'48 43 E 27.37
L6 S 51'36 11 E 63.44
L7 S 17'48 E 17.44
L8 S 39`46'12"E
26.39
O - S 3'r47-31' E 31.27'
L10 S 1 r50 44 E 21.41
L11 S 72'09 16 4.-00r--
L12 N 1 r50 44 20.61
L13 N 34'47 S8 37.50' 1
L14 N 39'46 12 26.99
L15 N 1 r48 36 17.00
L16 N 51'3611 80.83
L17 S 89'48 43 27.42
L18 N 50'26 37 14-12
L 19 N 0 1550 36.10
L20 N 54'3314 29.70
L21 N 46'1 7 27.64
L22 N 56' 13 43 E 4.00
1,2751 SQUARE FEET
"1111Ur0„
??•o??N CARp(
61 '0 %
SEAL
s1 r L-3497 "
• e
i
R.O.W.
Job No. 97-5723
Prepared By: C
CHARLES C. WHICKER, RLS
do ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randolph Street
Thomasville, N.C. 27380
Bur. [phone] rax: [phone]W
Survey for:
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: January 20, 1998
SOUTH
MONT LY
s?
I
SITE
Scale: 1 " - 100'
Sheet 5 of 7
NOT TO SCALE
C.M. PEELER ESTATE
972-111
LEGEND
EIP - EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
CALC. PT. - CALCULATED POINT
R.O.W. - RIGHT OF WAY
PL - PROPERTY LINE
5,3661 SQUARE
0
'o
.4
r L19
?J
?- L2
-- L3
o0
C.M. PEELER ESTATE
972-111
This codifies that this copy of this plot accurately depicts the boundary of the
Jurisdiction of Section 404 of the Cron Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined by the undersigned on
this date. Unless there is a change in the low or our published regulations. this
determination of Section 404 Jurisdiction may be rolled upon for a perold of five
years from this date.
Signal#e of U.S. Army Corps of Engi4erl( 0flicial
Date -?
ALVA FLOYD
TAX LOT 1. MAP 21
L38 (71E LINE)
PL
f? C?E',fAP
17,1541 SQUARE FEET
-P
o?
0
iiii,i,;,`'"' 2/&1C(8
Job No. 97-5723
Prepared By: C
CHARLES C. RHICKER RLS
& ASSOCIATES, Ilk
Land Surveying and Mapping
17-B Randolph Street
Thomasville. N.C. 2M0
Bus: (910) 472-OM hx: (910) 472-289A
NUMBER DIRECTION 06S
ITA
NCE
Lt S 01.00'56"111
L2 N SW 14 51 0
O
L3 S O2'W 32 w
L4 S 66'31 46 w
LS S 4r00 57 w .
L6 S 36'2512 w 106.46' 1
L7 78' 14-45"W 40.841)
LB S 5r37 30 w 45.85
L9 N 1924'02'V 1 .79'
L10 N 40'43'60"E 3 6.00
L11 N 81'1003 E 27.89
L12 S 60'50 1 21.21
L13 N 35'40'09"E
65.80
L14 N 39' 3 44. 1
LIS N 31'1613 34.35
L16 N 73'5 33 1.52
L1 N' 01'16 6.4
l18 N 61.26 45 E 13.84
L19 N 8r49 1 19.
L20 N 84'23'1 7E 59.55
L21 S 59'42 134.55'
L22 S 43'19 11 2.37' 1
L23 S 4r09 02"E 67.2J
L24 S 28' 1 E 100.41
L25 i s 09"25 00 E 63.52
L26 1 3 440`30 w 2.94
L27 S 78'49 2S w 21.80
L28 N lsie.U 2 .46
L29 N 03'23 5e 26.16
L30 N 09'37 24 57.00
L31 N 2X38 01 39.201
L32 N 46'2606 .86
L33 N SX59 54 4 7.43
N 4
N 4r05 2 7 2.72
L36 N 58' 1644 6 9.33
L37 N 73'2000 5 3.30
L38 S 15!40'55"W 3 0.67
N CARD
aS1fpF0 i
SEAL
Survey for.
Stoney Point Harbor Subdivision SOUTH mow
Watrs of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County NC HWY
Date Prepared: January 20. 1998
k fN KAP
192 292 !Y2 400
SITE
EET
Scale: 1 " s 100,
Sheet 6 of 7
This certifies that this copy of this plat accurately, depicts the boundary of the
Jurisdiction of Section 404 of the Peon Water Act pursuant to ft 19sI7 Corps VICINITY Map NOT TO SCALE
of Engineers Wetlands Delk»otion Manual as determined by the undersigned on
this dote. Unless there is a chores in the low or our published "lotions. this
determination of Section 404 Judallction may be relied upon for a peroid of fire
years from t is dote.
5
Signal re of U.S. Army Corps of Engl6eqh Official
Dote
NUMKR 0
L1 N
L2 N
L3 N
L4 N
LS N
L6 N
L7 N
L6 N
L9 N
1.10 S
1.11 S
L12 S
L13
L14 s
LIS
L16 S
L17 S
LIS
09 S
L20 S
L21 N
?o
.4,
LEGEND
EIP = EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
CALC. PT. - CALCULATED POINT
kO.w. - RIGHT OF WAY
PL - PROPERTY LINE
Job No. 97-6723
Prepared Br.
C
CHARLES C. WHICKER RLS
& ASSOCIATES, WC.
Land Surv@AnnS? and Mapping
17-B Randolph Street
ThomatdAe. N.C. 2MO
Bus: (010) 472-tye2:1 ft3c (eta) 470-2eefy
Survey for:
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: January 20, 1998
Scale: 1 " - 100'
Sheet 7 of 7
This certifies that this copy of this plot accurately depicts the boun4ory of the
Jurisdiction of Section 404 of the clean water Act pursuant to the 19x7 Corps
of Engineers Wetlands Delk»ation Manual as determined by the undersigned on
this dote. Unless there Is o charge in the low or our published regulations. this
determination of Section 404 Jurisdiction moy be plied upon for o pet old of five
years from this date.
WrL ?•
Signot a of U.S. Army Corps of Ergi Official
Date
Z
LEGEND
EIP
EIP - EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
CALL. PT. - CALCULATED POINT
R.O.W. - RIGHT OF WAY
PL - PROPERTY LINE

zl
41
NI
NI
qI
1 EIP
EIP
\ 0
ti
(:D
SOUTH
MONT /
' NC Hr
'k SITE
VICINITY MAP NOT TO SCALE
11,137f SQUARE FEET
Ll-? L16
L17
LIS
L19
L20
- L21
L22
ti Q?-

0
f? cxi?
NUMBER DIRECTION
L1 N 2V42'29' V
L2 N 1 T35 47 Z
L3 N 10'4211

L4
2533 4 .66'
L5 N 0738 20-90' 1
L6 N 4!"01 21 20-07'
L7 N 60'14 to E 39.36
L8 S 11 "t 22.42
L9 N SHO 37 E 21-23' 1
L10 N 3(r 48'22"E
. 7
23.77'
L11 S 01 27-10'
L12 S 1 t E 33.
L13 S 2S 00 2 E 22.25
L14 S f2-58 E 35-23-
L15 S 32'45 09 E 34.80
L t 6 S 3314 16.07
L17 S 41.25 3 E 32.94
L18 S 50'2344 4.51
L19 N 5T59 00 25.93Y 1
L20 S 05'32 01 E 218.76' 1
L21 N 75'31.0 18.60* 1
L22 N 66'21 26.36
,P

ti
?Z-? '
4-o',

, till11111t, r??
.•`O?Ati FARO(
SEAL
a
. L-3491 -ck.:
?? pYTON
'???ll?llllll?`
Job No. 97-5723
Prepared By: C
CHARLES C. WHICKER, RLS
do ASSOCIATES, INC.
Land Surveying and Napping
17-B Randolph Street
Thomanrilie. N.C. 27980
I kw. (trio) 417e-669.7 nee (trio) 472-28MA
2Iev 1??