20061168 Ver 1_COMPLETE FILE_20060717

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 6, 2006
Mecklenburg County
DWQ Project 406-1168
Mr. Bobby Pifer
Carolina Golf Club, Inc.
P.O. Box 668023
Charlotte, NC 28266
Subject: Carolina Golf Club Irrigation Project
Dear Mr. Pifer:
The Division of Water Quality (DWQ) received your application for a 401 Water Quality Certification for the subject
project on July 19, 2006. Mr. Alan Johnson of this office has reviewed the application and the following
information/comments are still needed by this office in order to complete our review:
a) A stream restoration plan for mitigating the proposed.stream impacts. The restoration plan should include
buffers, plant list, reference reach, and other pertinent information related to the proposed stream work.
b) Clarification of stream impact. We have received the plans for the dam. The "blue print" indicates that the
pipe is approximately 180 If. However, this figure does not account for the stream's sinuosity nor does it
include the riprap dissipater. The dissipater relocates (replaces) a segment of the existing stream channel
increasing the linear feet of stream impact. Based on our review, total stream impact for the dam and rip rap
dissipater is approximately 3001f. Not the 167 If proposed in the application.
Failure to submit the requested information by December 15, 2006 may result in the application being withdrawn
from consideration. You will be notified and at that time you may re-apply for a 401 Water Quality Certification,
however a new application and fee will be required.
Pursuant to 15A NCAC 2H .0507(h), please be advised that this project will be placed on hold until such time as the
requested information has been received. In addition, this office is requesting that the Army Corps of Engineers withhold
processing the 404 permit until the requested information is provided. If you have any questions, please contact Mr. Alan
Johnson at [phone] or Ms. Cyndi Karoly in Raleigh at [phone].
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Sincerely,
e
Samar Bou-Ghazale
Acting Regional Supervisor
Surface Water Protection
cc: Corps of Engineers-Aslieville Office
Ian McMillan - Wetlands Unit
Chris Huysman
Central Files
o One
NhCarolma
Naturally
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: h2o.enr.state.naus FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50%a Recycled/10% Post Consumer Paper
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O to -- 1 1 (08
September 4, 2006
To: US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
From: Lucilla Robinson
Pinecrest Community Neighborhood Association
2600 Golf Course Lane
Charlotte, NC 28208
Subject: Public Notice Re: Carolina Golf Club, Inc.
Corps Action ID # 2006-32285-360
In response to your public notice dated August 11, 2006, as interested parties of the Pinecrest
Community Neighborhood, we have concerns about the proposed irrigation pond for Carolina
Golf Club, Inc. In reading your public notice and viewing copies of the area maps, it appears that
the only concerns are those of stream mitigation. Our concerns are "how will this project affect
this neighborhood?"
Due to flooding in many of the surrounding Charlotte, NC areas, residents of the Pinecrest
Community are very concerned about the possibility of flooding in our neighborhood. We feel
that the seven acre pond proposed to supply water to irrigate the golf course greens, would
eventually create a flood hazard to nearby homes during heavy rain storms.
In addition to the maps we received from you of the Carolina Golf Club's property, we would like
to receive a copy of a map that shows exactly where Pinecrest Community homes are in
proximity to the proposed irrigation pond.
Memo Copy To:
NCDWQ
1650 Mail Service Center
Raleigh, NC 27699-1650
Wetland & Natural Resource Consultants
Attn: Mr. Chris Huysman
115 Atwood Street, Suite 407
Sparta, NC 28675
ILI
S E P 1 2006

O?pF W ATF9OG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-? Alan W. Klimek, P.E. Director
Division of Water Quality
(?] August 21, 2006
D ???a v D
D Mecklenburg County

G 2 9 2006 DWQ Protect #06-1168
Mr. Bobby Pifer AU
Carolina Golf Club, Inc.
lI
P.O. Box 668023 ??
yo=SANDS70RMNlA?
Charlotte, NC C 28266
Subject: Carolina Golf Club Irrigation Project
Dear Mr. Pifer:
The Division of Water Quality (DWQ) received your application for a 401 Water Quality Certification for the subject
project on July 19, 2006. Mr. Alan Johnson of this office has reviewed the application and the following
information/comments are needed by this office in order to complete our review:
a) A stream restoration plan for mitigating the proposed stream impacts. The restoration plan should include
buffers, plant list, reference reach, and other pertinent information related to the proposed stream work.
b) A larger site plan (11 X 17) showing the outline for the propose pond.
C) The schematic for the dam shows 167 linear feet (If) of pipe, however, in the text of the application it states
that there are 167 If of stream impact. Which is correct?
Pursuant to 15A NCAC 2H.0507(h), please be advised that this project will be placed on hold until such time as the
requested information has been received. In addition, this office is requesting that the Army Corps of Engineers withhold
processing the 404 permit until the requested information is provided. If you have any questions, please contact Mr. Alan
Johnson at [phone] or Ms. Cyndi Karoly in Raleigh at [phone].
Sincerely,
D D. Rex Gleason, P. E.
Surface Water Protection
Regional Supervisor
cc: Corps of Engineers-Asheville Office
Ian McMillan - Wetlands Unit
Chris Huysman
Central Files
NhCarolina
or`
Aafura!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: h2o.ennstate.mus FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
DLP - II L' 8
US Army Corps
Of Engineers
Wilmington District
PUBLIC NOTICE
Issue Date: August 11, 2006
Comment Deadline: September 11, 2006
Corps Action ID #: 2006-32285-360
All interested parties are herby advised that the Wilmington District, Corps of Engineers (Corps)
has received an application for work within jurisdictional waters of the United States. Specific
plans and location information are described below and shown on the attached plans. This
Public Notice and all attached plans are also available on the Wilmington District Web Site at
www. saw.usace. amiy.nii l/wetlands
Applicant: Carolina Golf Club, Inc.
Attn: Mr. Bobby Pifer
PO Box 668023
Charlotte, North Carolina 28266
AGENT (if applicable): Wetland and Natural Resource Consultants L5 U D
Attn: Mr. Chris Huysman D
115 Atwood Street, Suite 407 AUG 1 4 2006
Sparta, North Carolina 28675
Authority
UENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
The Corps will evaluate this application and a decide whether to issue, conditionally issue, or
deny the proposed work pursuant to applicable procedures of Section 404 of the Clean Water Act
(33 U.S.C. 1344).
Location
The proposed 7 acre irrigation pond is located within the existing Carolina Golf Course, located
east of Steele Creek Rd, and west of Donald Ross Road, approximately 2 miles west of I-77 in
Mecklenburg County, North Carolina (35.2154° North, 80.8983° West). The site contains an
unnamed tributary to Irwin Creek in the Lower Catawba River Basin (8-Digit Cataloging Unit
03050103). The Catawba River ultimately reaches the Atlantic Ocean via the Santee-Cooper
River system in South Carolina.
Existing Site Conditions
The surrounding land use is commercial and residential. The land use on the project site is a
recreational golf course comprised of fairways, greens and tees. The site contains two existing
ponds that are upstream of the proposed pond and unnamed tributaries to Irwin Creek. The
unnamed tributaries drain to Irwin Creek approximately 0.7 miles downstream of the proposed
dam site. The stream channel in the proposed pond location is considered fair-good quality due
to moderate sinuosity, stable bed/banks, size/diversity of channel substrate, and presence of
stream invertebrates, amphibians, and fish. The channel was surrounded by a wide, mature
riparian buffer until recently cleared for golf course improvements. Downstream of the
proposed dam site, the stream channel flows into a wooded area that has been designated buffer
mitigation by the City of Charlotte to mitigate the aforementioned riparian buffer impacts. A
portion of this buffer mitigation area is being proposed as preservation to mitigate proposed
impacts to stream channels on the site. The remainder of stream channels on the site are
degraded due to culvert installation, ponding effects from downstream ponds, lack of riparian
buffers, and nutrient inputs from golf course maintenance.
Applicant's Stated Purpose
The purpose of the project as stated in the application is to construct an irrigation pond to
maintain existing greens, tees, and fairways.
Project Description
Development of the site will require grading the proposed dam site and the placement of fill to
impound the stream channel. Heavy equipment, including graders, pan scrapers, excavators, bull
dozers, etc., will be used for the construction of the project. The top width of the dam is
proposed to be 20 feet, and the side slope for the dam is proposed to be 3:1. The applicant is
proposing to place fill in approximately 167 linear feet of stream channel associated with the
dam construction. The applicant is proposing to permanently flood 1,800 linear feet of stream
channel.
The proposed irrigation pond is anticipated to supply water to approximately 70 acres of turf.
Based on acceptable industry standards, a golf course of this size requires 630,000 gallons per
day during dry periods. This total volume is based on a daily requirement for 9,000 gallons per
acre which includes an evapo-transporation rate of 0.20 inches per day. The irrigation pond will
eliminate the need for the applicant to purchase potable water from the City of Charlotte.
The proponent is requesting a mitigation ratio of 1:1 for the flooding impacts and a 2:1 ratio for
the filling impacts. The applicant proposes to mitigate for impacts to stream channels through
onsite restoration of 2080 linear feet of stream channels and preservation of 1000 linear feet of
stream channels on the site. Preliminary studies indicate that there are approximately 2080 linear
feet of restoration potential disbursed amongst 5 stream reaches at the project site. The applicant
is proposing to preserve all remaining stream channels and wetlands on the site through a
restrictive covenant.
Other Required Authorizations
This notice and all applicable application materials are being forwarded to the appropriate State
agencies for review. The Corps will generally not make a final permit decision until the North
Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification
2
required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and
this public notice in the NCDWQ Central Office in Raleigh serves as application to the NCDWQ
for certification. A waiver will be deemed to occur if the NCDWQ fails to act on this request for
certification within sixty days of the date of the receipt of this notice in the NCDWQ Central
Office. Additional information regarding the Clean Water Act certification may be reviewed at
the NCDWQ Central Office, 401 Oversight and Express Permits Unit, 2321 Crabtree Boulevard,
Raleigh, North Carolina 27604-2260. All persons desiring to make comments regarding the
application for certification under Section 401 of the Clean Water Act should do so in writing
delivered to the North Carolina Division of Water Quality (NCDWQ), 1650 Mail Service Center,
Raleigh, North Carolina 27699-1650 Attention: Ms Cyndi Karoly by September 11, 2006.
Essential Fish Habitat
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the
Magnuson-Stevens Fishery Conservation and Management Act. The Corps' initial determination
is that the proposed project will not adversely impact EFH or associated fisheries managed by
the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service.
Cultural Resources
The Corps has consulted the latest published version of the National Register of Historic Places
and is not aware that any registered properties, or properties listed as being eligible for inclusion
therein are located within the project area or will be affected by the proposed work. Presently,
unlmown archeological, scientific, prehistoric, or historical data may be located within the
project area and/or could be affected by the proposed work.
Endangered Species
The Corps has reviewed the project area, examined all information provided by the applicant and
consulted the latest North Carolina Natural Heritage Database. Based on available information,
the Corps has determined pursuant to the Endangered Species Act of 1973, that the proposed
project will have no effect on federally listed endangered or threatened species or their formally
designated critical habitat.
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable impacts,
including cumulative impacts, of the proposed activity on the public interest. That decision will
reflect the national concem for both protection and utilization of important resources. The
benefit which reasonably may be expected to accrue from the proposal must be balanced against
its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be
considered including the cumulative effects thereof; among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife
values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use,
navigation, shoreline erosion and accretion, recreation, water supply and conservation, water
quality, energy needs, safety, food and fiber production, mineral needs, considerations of
property ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of the
impact of the activity on the public interest will include application of the Environmental
Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps is soliciting comments from the public; Federal, State and local agencies and officials;
Indian Tribes and other interested parties in order to consider and evaluate the impacts of this
proposed activity. Any comments received will be considered by the Corps to determine
whether to issue, modify, condition or deny a permit for this proposal. To make this decision,
comments are used to assess impacts on endangered species, historic properties, water quality,
general environmental effects and the other public interest factors listed above. Comments are
used in the preparation of an Environmental Assessment (EA) and/or an Environmental Impact
Statement (EIS) pursuant to the National Environmental Policy Act (NEPA). Comments are also
used to determine the need for a public hearing and to determine the overall public interest of the
proposed activity.
Any person may request, in writing, within the comment period specified in this notice, that a
public hearing be held to consider the application. Requests for public hearings shall state, with
particularity, the reasons for holding a public hearing. Requests for a public hearing shall be
granted, unless the District Engineer determines that the issues raised are insubstantial or there is
otherwise no valid interest to be served by a hearing.
Written comments pertinent to the proposed work, as outlined above, will be received by the
Corps of Engineers, Wilmington District, until 5pm, September 11, 2006. Comments should be
submitted to Ms. Amanda Jones, US Army Corps of Engineers, Asheville Regulatory Field
Office, 151 Patton Avenue, Room 208, Asheville, North Carolina 28801-5006.
4
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Name: CHARLOTTE WEST Location: 035.2183335°N 080.89909080W
Date: 6/28/2006 Caption: Carolina Golf Club
Scale: 1 inch equals 2000 feet Irrigation Pond
Copyright (C) 1998, Maptech, Ina.
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Awr-m5A?-r -50CVO _ M?CX • NE?G?I i
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APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OCAS APPROVAL 140. 0710 - 0003
(On-Line Version of Form 33 CFR 325) I Expires April 30, 2008
The public burden for this collection of information is estimated to average 10 tours per response, although the majority of applications should require 5 hours or less.
This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the
collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this
burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be
aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of Information If it does not display a
currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District
Engineer having jurisdiction over the location of the proposed activity.
i
PRIVACY ACT STATEMENT
Authorities; Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC
1413, Section 103. Principal Purpose: Those laws require authorizing activities in, or affecting navigable waters of the United States, the discharge or fill material into
walers of the United States, and the transponation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on this form
will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If Information Is not provided, however, the permit
application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and characler of the
proposed activity must be attached to this application (sea sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the
location of the proposed activity. An application that is not completed in full will be returned.
(ITEtd3 1 THflU 4 TQ BE FILLED BY THE CORPS) • Required Field
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME
.Salutation First Name Middle Initial Last Name Suffix
_I
?Mr. ?ZBobby -? Pifer_
Title Representing (Organization)
;Carolina Golf Club, Inc.
6. APPLICANT'S ADDRESS
Street Line 1 PO Box 668023
Street Line 2
"City Charlotte - T''State u[NC t?Zp 28266 _---
8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
Salutation First Name _ Middle Initial Last Name - Suffix
j Mr. ? Christopher_i J I? Huysman ?I
Title _ Organization
Principal ( WNRC _
9. AGENTS ADDRESS
--A--
Street Line 1 PO Box 1492
Street Line 2 I __-
City (Sparta --7 State lNC _ 1 Zip 0765
f Use,Gulde to AdcWiew Additional Applicants
7. APPLCANTS PHONE NOS. W/AREA CODE, FAX, E-MAIL 10. AGENT'S PHONE NOs. W/AREA CODE, FAX, E-MAIL
Residents 1704-372-1824 Business 704.392.8363 Residence J Fax ;
Fax _ E-mail Business [306-406-0906 E-mail (chris huysmanC?wetland con]
11. STATEMENT OF AUTHORIZATION
I hereby authorize, : - to act fn my behalf as my agent in the processing of this application and to furnish, upon
this Wrmit application.
DATE
No signalur9 requirr, applicationS bmitled eiectrc,Ncal!y, hovavv2r, if you print, plc n 3::,n and mail.
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (sea Instructions)
Carolina Golf Club irrigation Pond
13. NAME OF WATERBODY, IF KNOWN (if
Watershed Catawba (HUC 03050103)
Waterway UT to Irwin Creek
Lake I
15. LOCATION OF PROJECT I
14. PROJECT STREET ADDRESS (if applicable)
Street Una 1 (2415 Old Steele Creek Rd
Street Line 2
city ._._. State ?`.-- .._.-.
Charlotte J ryO 28266
County [Mecklenburg County I State I NC
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, Lat/Lon, and/or Accessor's Parcel Number, for example
,:Z Latitude 35.2154 N ( i UTM Northing Mile Section -- Sub Section
Longitude 80.8983 W UTM Fasting Bank Township Meridian i
UTM Zone Walenvay - Range Gasoline
--j
Other Location Descriptions Easl of Old Stoela Crook Rd, and west of Donald Ross Road, approximately 2 miles west of -7711 Mecklenburg County. NC.
17. DIRECTIONS TO THE SITE
I-77S towards Charlotia, NO
?...rwrr.
Take US44W for 2.5 miles
Turn Left on Old Steele Creek Rd. I
ENG FORM 4345. Jut97 EDITION OF FE1394 IS OBSOLETE III III U V L (Pri)DaeriLt bbW-CH1II
AU G 1 4 2006
QENR - WATER QUALITY
18. Nature of Activity (Description of project, include all features)
Construction of 7.16aere irrigation pond. Impacts from earthen dam 167 foot with 18.5 cubic yards of clean 1111 material below high water.

Flooding imapcts total 1098 linear feet of channel. See also attached narratives. ll

i
19 Pro,ect Purpose (Describe the reason or purpose of [tie project, see Instructions)
Construction clan irrigation pond for a golf course. Se also attached narratives.
!
USE BLOCKS 20-221F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
To construct an irrigation pond with an earthen dam to supply 24,000,000 gallons of water. Per attached narritave
...........
21. Typo(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
18.5 cubic yards clean fill material suitable for embankment (earthen material). Per attached narritave
i
22. Surface Area In Acres of Wetlands or Other Waters Filled (see instructions)
Area Units Gross Area
0i 145 _? - Acres i Other Waters
?
1 -
Comments
Haavy equipment, lncludinggraders, pan scrapers, excavators, bull dozers, etc. will be used in the construction of the dam. I Use Guide to View/Add.
Another Surface Area
23. Is Any Portion of the Work Already Complete? Yes] No " IF YES, DESCRIBE THE COMPLETED WORK

24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody
Salutation First Name Middle Initial Last Name Suffix

Street Line 1 ""Multiple Entries, Sea Attachment""
Street Line 2
,City State Zip -
Use Guide to YiewlAdd AnotherAdjoining Property.
25. List of Other Cartifications or Approvals/Denials Received from other Federal, Slate, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
[NC-DLO Dam Safely & Erosion Cntr iTo Be Processed
FUse Guide td Vfew/Add Another Certification
'Would Include but is not restricted to zoning, building, and flood plain permits
28. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete
and accurate. I fu oretN' 1 po ss the authority to undertake the work described herein or am acting as the duty authorized agent of the applicant.
FA (CANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the pars n who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement
in Block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsities
conceals, or covers up any trick, scheme, or disguises a material fact or makes any false. fictitious or fraudulent statements or representations or makes or uses any
false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or Imprisoned not more
than five years or both.
ENG FORM 4345, Jut97 EDITION OF FEB94IS OBSOLETE (Proponent CECW OR)
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675

June 28, 2006
US Army Corps of Engineers
Attn: Ms. Amanda Jones
151 Patton Ave, Rm. 208
Asheville, NC 28801
Ms. Jones:
Attached is an application for an individual permit to construct an irrigation pond within
the Carolina Golf Club. All of the following information is available in digital format and
will be forwarded to you upon your request.
Applicant Carolina Golf Club, Inc.
Attn: Mr. Bobby Pifer
PO Box 668023
Charlotte, NC 28266
Agent Wetland and Natural Resource Consultants
Attn: Mr. Chris Huysman
115 Atwood Street, Suite 407
Sparta, NC 28675
Location
The project, a proposed 24 million gallon irrigation pond (7.16-acre), is located within the
Carolina Golf Course, an approximately 171.5 acre piece of property that is located east of
Steele Creek Rd, and west of Donald Ross Road, approximately 2 miles west of I-77 in
Mecklenburg County, NC. Coordinates (in decimal degrees) for the site are 35.2154°
North, 80.8983° West. The site contains an unnamed tributary to Irwin Creek in the
Lower Catawba River Basin (8-Di9it Cataloging Unit 03050103).
Existing Site Conditions
The land use in the area surrounding the project is commercial and residential. The land
use on the project site is a recreational golf course comprised of fairways, greens and
tees. The site contains two ponds that are upstream of the proposed pond and a tributary
that runs in to Irwin Creek. The unnamed tributary drains to Irwin Creek approximately
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
0.7 miles downstream of the proposed dam site. Specifically, the pond will be located
within an area that has been recently timbered; the timbering allows for a new golf hole to
cross in the vicinity of the proposed pond.
Applicant's Stated Purpose
As stated by the applicant, the purpose of the project is to provide an irrigation pond with
a volume of 24 million gallons to maintain existing greens, tees, and fairways.
Project Description
The irrigation pond will allow for the facility to have a sustainable water source for the
approximately 70 acres of turf. Based on acceptable industry standards a golf course of
this size requires 630,000 gallons per day during dry periods. This total volume is based
on a daily requirement for 9,000 gallons per acre in consideration of an evapo-
transporation rate of 0.20 inches per day with. The irrigation pond will eliminate the need
for the applicant to purchase potable water from the City of Charlotte.
Site constraints limit the placement of the pond to the proposed location. In order to
achieve the volumes needed for the project the pond must be 7 acres in size and must be
an average of 10 feet deep. No high ground alternatives provide adequate volume for the
required water.
Development of the site will require grading the proposed dam site, and filling necessary
to impound the stream. Heavy equipment, including graders, pan scrapers, excavators, bull
dozers, etc., will be used for the construction of the project. Completion of the proposed
project would require the construction of a dam embankment to impound water. The top
width of the dam is proposed to be 20 feet, and the side slope for the dam is proposed to
be 3:1. The proposed permanent impacts to stream channels resulting from the placement
of fill material associated with the dam totals 167 linear feet or 0.015 acres of stream
surface area. The proposed impacts resulting from flooding streams total 1800 linear feet
or 0.101 acres of stream surface area. Plans included with this notice show the overall
proposed site layout as well as details of the proposed dam.
The applicant proposes to mitigate for impacts to stream channels through onsite
restoration of 2080 linear feet of streams and preservation of 1000 linear feet of
streams on the site. Mitigation Figures are attached to this application.
Other Required Authorizations
This notice and all applicable materials are being forwarded to the appropriate State
agencies for review. The Corps will generally not make a final permit decision until the
North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State
2
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
certification required by Section 401 of the Clean Water Act (PL 92-500). The receipt of
the application and this public notice in the NCDWQ Central Office in Raleigh serves as
application to the NCDWQ for certification. A waiver will be deemed to occur if NCDWQ
fails to act on this request for certification within sixty days of the date of the receipt
of this notice in the NCDWQ Central Office. Additional information regarding the Clean
Water Act certification may be reviewed at the NCDWQ Central Office, 401 Oversight
and Express Permits Unit, 2321 Crabtree Boulevard, Raleigh, North Carolina 27604-2260.
All persons desiring to make comments regarding the application for certification under
Section 401 of the Clean Water Act should do so in writing delivered to the North Carolina
Division of Water Quality (NCDWQ), 1650 Mail Service Center, Raleigh, North Carolina
27699-1650 Attention: Ms Cyndi Karoly.
Cultural Resources
The consultant has reviewed the latest published version of the National Register of
Historic Places and found no registered properties, or properties listed as being eligible
for inclusion therein located on the property.
Endangered Species
The consultant has reviewed the project area and the latest North Carolina Natural
Heritage Database and found no threatened or endangered species that occur within the
project area. Based on this available information, the consultant has determined pursuant
to the Endangered Species Act of 1973, that the proposed project will have no effect on
federally listed endangered or threatened species or their formally designated critical
habitat.
Thank you for your time and consideration and please call me at [phone] with any
questions that you may have.
Best regards,
Chris Huysman
Cc: NC DWQ, Attn: Ms. Cyndi Karoly
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710 - 0003
(On-Line Version of Form 33 CFR 325) Expires April 30, 2008
The public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or less.
This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the
collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this
burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202.4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be
aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a
currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District
Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC
1413, Section 103. Principal Purpose: These laws require authorizing activities in, or affecting navigable waters of the United States, the discharge or till material into
waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on this form
will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If information Is not provided, however, the permit
application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the
proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the
location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) • Required Field
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED

(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
Salutation First Name Middle Initial Last Name Suffix Salutation First Name Middle Initial Last Name Suffix
Mr. Bobby Pifer Mr. Christopher F-] Huysman
Title Representing (Organization) Title Organization
Carolina Golf Club, Inc. Principal 11 WNRC
6. APPLICANTS ADDRESS 9. AGENTS ADDRESS
Street Line 1 PO Box 668023 Street Line 1 PO Box 1492
Street Line 2 Street Line 2
`City Charlotte State NC Zip 28266 City Sparta State NC Zip 28765
L Use Guide to Add/View Additional Applicants
7. APPLICANTS PHONE NOs. W/AREA CODE, FAX, E-MAIL 10. AGENTS PHONE NOs. W/AREA CODE, FAX, E-MAIL
Residence 704-372-1824 Business 704-392-6363 Residence I =1 Fax
Fax E-Mail Business 336.406-0906 E-mail chris.huysman@wetland-con
it. STATEMENT OF AUTHORIZATION
hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon
request, supplemental information in support of this permit application.
APPLICANTS SIGNATURE DATE
No signature required on applications submitted electronically, however, if you print, please sign and mail.
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Carolina Golf Club Irrigation Pond

13. NAME OF WATERBODY, IF KNOWN (it applicable) 14. PROJECT STREET ADDRESS (if applicable)
Watershed Catawba (HUC 03050103) Street Line 1 2415 Old Steele Creek Rd
Waterway UT to Irwin Creek Street Line 2
Lake 1: i State Z
C
15. LOCATION OF PROJECT Charlotte NC 28266
County Mecklenburg County State INC
I
I
_
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, Lat/Lon, and/or Accessor's Parcel Number, for example
WILatitude 35.2154 N UTM Northing Mile Section Sub Section
Longitude 80.8983 W UTM Easting Bank Township Meridian
UTM Zone Waterway Range Baseline
Other Location Descriptions East of Old Steele Creek Rd, and west of Donald Ross Road, approximately 2 miles west of 1-77 in Mecklenburg County, NC.
17. DIRECTIONS TO THE SITE
1-77S towards Charlotte, NC
Take US-74W for 2.5 miles
Turn Left on Old Steele Creek Rd.
ENG FORM 4345, Ju197 EDITION OF FEB94 IS OBSOLETE (Proponent CECW-OR)

.IS. Nature of Activity (Description of project, include all features)
Construction of 7.16acre irrigation pond. Impacts from earthen dam 167 feet with 18.5 cubic yards of clean fill material below high water.
Flooding imapcts total 1098 linear feet of channel. See also attached narratives.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Construction of an irrigation pond for a golf course. See also attached narratives.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
To construct an irrigation pond with an earthen dam to supply 24,000,000 gallons of water. Per attached narritave
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
18.5 cubic yards clean fill material suitable for embankment (earthen material). Per attached narritave
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Area Units Gross Area
0.145 Acres Other Waters
Comments
Heavy equipment, including graders, pan scrapers, excavators, bull dozers, etc. will be used in the construction of the dam. Use Guide to View/Add
Another Surface Area
23. Is Any Portion of the Work Already Complete? Yes ? No IF YES, DESCRIBE THE COMPLETED WORK

24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody
Salutation First Name Middle Initial Last Name Suffix

Street Line 1 ""Multiple Entries, See Attachment""
Street Line 2
city State Z
Use Guide to View/Add Another Adjoining Property
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
NCDLO Dam Safety & Erosion Cntr To Be Processed
Use Guide to View/Add Another Certification
'Would include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete
and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement
in Block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies,
conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any
false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more
than five years or both.
ENG FORM 4345, Ju197 EDITION OF FEB94 IS OBSOLETE (Proponent CECWOR)
Tracks
Name: Carolina Golf Property
Distance: 2 miles, 1607 feet
Area: 175.848 acres
0.274 sq. miles
Log Points: 15
Name: carolina golf club pond
Distance: 2364 feet
Area: 6.374 acres
0.009 sq. miles
Log Points: 17
Mecklenburg County Real Estate System

Page 1 of 2
Mecklenburg County, NC POLARIS
Property Ownership Land Records Information System
Adjoining Owner's Report
Buffer Distance: 1 Feet
5/26/2006 4:43:03 PM
Click Here to Open Owner's List Comma-Delimited

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This map is prepared for the inventory of real property within Me cklenburg County and is compiled from recorded deeds, plats,
tax maps, surveys, planimetric maps, and other public recor ds and data. Users of this map are hereby notified that the
aformentiened public primary information sources should be co nsulted for verification. Mecklenburg County and its mapping
contractors assume no legal responsibili ty for the information contained herein.
Parcel Owner Mailing Legal Deed Deed Land
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City
ID Name Address [Description Book Pa a Area
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1115 EAST
11705101 HOLDINGS I MOREHEAD ST CHARLOTTE 9361
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11706141 MYRTLE G RD tAWNDALE
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11706142 CAROLINA PO BOX 668023 CHARLOTTE
GOLF CLUB INC NC 28266 M332-463 17931 538 42.24
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2425
11708101 HALL AND WESTHAMPTON CHARLOTTE
FLORENCE B L15 B5 M2095
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11708138 JOHH"LA NSON ST 11CHARLOTTE I[ NC 6017 2542 HST PHILL 04925 720 0 AC
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11708502 WIINBOM COURSE LN CHARLOTTE NC 28203 L2 Bt M9 235 09542 669 1 LT

11708503 MELVAIN
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COURSELN CHARLOTTE NC 28208 13
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11708507 SIMMONS AND
PHYLLIS D 2500 GOLF
COURSE LN CHARLOTTE NC 28208 L7 B1 M9-235 16655 E E
SIMMONS
11709101 CAROLINA
GOLF CLUB INC PO BOX 668023 CHARLOTTE NC 28266 NA 02237 106 12A9.26
Page 2 of 2
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180.910 666 ° W 80.900 000 ° W 80.883 333 ° W
Name: CHARLOTTE WEST Location: 035.2183335°N 080.8990908°W
Date: 6/28/2006 Caption: Carolina Golf Club
Scale: 1 inch equals 2000 feet Irrigation Pond

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CAROLINA GOLF
SITE PLAN
SCALES 1' = 300'
300 150 0 300
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`'? .? • . ? .• SSA"??,?-? 1 ?' = (.mod r ?°? ?.'',s; ,,
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Carolina Golf Club
Project Purpose and Need
Carolina Gold Club plans to construct a seven acre irrigation pond for the
purposes of watering the fairways and the putting greens. The pond must be
this size to provide 24 million gallons of water for the existing 70 acres of
turf.
The proposed pond is needed to hold a large enough volume of water to last
five to eight days in drought conditions, and still maintain adequate flow
downstream. Currently the two existing ponds located on the property do
not have the volumetric capabilities required for the necessary irrigation to
sustain live turf during drought conditions.
Currently Carolina Golf Club has two small ponds located on the property for
the purposes of irrigation. These ponds are shallow, and do not hold the
volume of water required for the necessary irrigation to maintain fairways
and greens on the golf course, during the late summer months, and drought
conditions. The primary source of water for the ponds is ground water. The
groundwater discharge into the pond is not adequate to maintain suitable
pond levels for pumping. Based on statements from the applicant, it only
takes three nights of normal irrigation in drought like conditions for the
lower pond to be drained beyond use. Currently during periods of low rainfall
or no rainfall for several weeks in a row, the ponds have to be refilled
through the use of city water, bought from the city of Charlotte. Buying city
water is not an economically feasible option.
The golf course is just over eighty years old. The course has been relatively
unchanged in those eighty years. The course is now attracting fewer and
fewer players due to lack of changes, which in turn, takes an economic toll on
the club. During the late summer months and in drought conditions, the
course receives many complaints about the two existing ponds being drawn
down to aesthetically unpleasing levels. A larger pond with a large surface
area and larger volume, such as the proposed irrigation pond, would not show
the effects of irrigation pumping as bad, thus making the aesthetics of the
course more pleasing.
Carolina Golf Club
Avoidance and Minimization
The proponents have looked to find alternate means to avoid building a new
pond. None of the other options looked at are feasible for the purposes of
the needed irrigation. Not only are the other options not feasible for
irrigation, they are not economically practical.
One of the options considered was dredging the ponds out to a deeper
depth, thus increasing the volume. Based on the opinion of a hydrogeologist
the underground water supply is not sufficient to keep the ponds full. Even
of this were possible it would take a more powerful pump to retrieve water
from the greater depths. The cost of buying new pumps and the increased
energy does not make this option cost efficient nor aesthetically pleasing to
the members using the course when they are drawn down for irrigation.
Another alternative that was reviewed and found unacceptable was creating
an off line pond in the low area near the location of the proposed pond. This
alternative would not provide the needed volume since only 4 acres of low
area is available. Theoretically, a dyke could be built along the banks of the
stream and across the lower end of high ground, creating pond in high ground
but the volume the volume cannot be achieved.
An alternative that has been utilized and is not cost efficient nor
responsible is the use of city water to keep the irrigation ponds full. On
average, $30,000 to $35,000 dollars is spent each year to buy water from
the City of Charlotte. In year 2002, during the drought, roughly $45,000
was used to buy water from the city. One particular time, pumps ran fifty-
four hours and pumped $10,000 worth of potable water into the ponds. With
the water restrictions Charlotte places during summer months and drought
conditions, it is unclear how much longer they will allow the use of city water
for irrigation purposes. From the prospective of the golf course
management, they need the water in order to maintain live turf and to stay
open for business, but do not want to be depriving the City of Charlotte of
water during dry times.
Carolina Golf Club
Mitigation Proposal
Summary:
The proponent is requesting a mitigation ratio of 1:1 for the f looding impacts
and a 2:1 ratio for the filling impacts. Wetlands and streams not impacted
by the proposed development as well as those areas restored and created
under this proposal will be preserved under a permanent restrictive covenant
in the spirit of the Corps guidelines dated August 2003.
Stream Mitigation:
Stream impacts can be separated into two separate classes that merit
differing mitigation ratios based upon the effect of the discharge and
subsequent flooding. Impacts resulting from the construction of the
impoundment result in a permanent loss of waters while impacts associated
with flooding result in a net increase in regulated Waters of the US.
The dam incorporates design elements that ensure that water quality will be
protected through a low-flow cool-water / aerating discharge.
A final mitigation plan showing structures and their locations will be
submitted to the Corps within 30 days of the issuance of the permit. The
attached figures show the preliminary location of the reaches to be
mitigated. Preliminary studies indicate that there are approximately 2080
linear feet of restoration potential disbursed amongst 5 stream reaches.
Onsite Mitigative Treatments and Restoration Plan
Within 90 days of the approval of the restoration plans the applicant will
provide to the US Army Corps of Engineers a plat that depicts the
preservation areas and the restrictive language.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Carolina Golf Club Date: 4/24/06
Applicant / Owner: CGC County: Mecklenburg
Investigator: Huysman. Blackburn State: North Carolina
Do normal circumstances exist on the site? Yes ® No ? Community ID:wetand
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes[:] No ® Plot ID:DF2
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Juncus sp FACW herb 9.
2. Fescue FAC herb 10.
3. Polygonum saggitatum FAC herb 11.
4. Rosa mu/tif/ora FACU shrub 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 50%
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ? Inundated
? Saturated In Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: n/a (in.) Secondary Indicators:

Depth to Free Water in Pit:n/a in.) ® Oxidized Roots Channels In Upper 12"
? Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: n/a (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
page 2 DF2
Map Unit Name
(Series and Phase): Chewacla Drainage Class: Somewhat poorly drained
Taxonomy (Subgroup): (Ch) Fluvaquentic Dystrochrepts Confirm Mapped Type? Yes E] No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0_8 A 5Y 5-4 / clay loam
8-12 B 7.5YR 5/6 2.5Y 6/6 common/faint loam

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking In Sandy Soils
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No
Wetland Hydrology Present? Yes ? No
Hydric Soils Present? Yes ? No
Is the Sampling Point
Within a Wetland? Yes ? No
Remarks:
?USACE AID#T - DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET ,;.
Provide the following information for the stream reach under assessment:
1. Applicant's name: e0J/4kt4 , (low 2. Evaluator's name: 14wSw-G?
3. Date of evaluation: Mo?*.Cln ?-up G 4. Time of evaluation: l 1 : tJi7
5. Name of stream: VT- LV-W kv.i 6. River basin: G?a.T
7- Annrnsimnte dminnap nrs.n• ie ^ a e._
9. Length of reach evaluated: r 10. County: "kX-r--
11. Site coordinates (if known): pr efer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312): Longitude (ex. -77.556611):
Method location determined (circle): 1 3PS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluati n (note nearby roads and landmarks and attach map identifying stream(s) location):
tX0 10 4o+.tt4 - tr i•?a ??PIkC?'
14. Proposed channel work (if any):.
"? t0
F
71 Qw
15. Recent weather conditions: K.
16. Site conditions at time of visit: ?Lm
17. Identify any special waterway cl sifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
out Waters _Outstandin Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
IS. Is there a pond or lake located u NO If yes, estimate the water surface area: = kC.
stream of the evaluation point? a
19. Does channel appear on USGS i 0es
uad map? (? NO 20. ha nnel appear on USDA Soil Survey? (5 NO
21. Estimated watershed land use: 0 % Residential y Q% Commercial _% Industrial _% Agricultural
1 D % Forested _% Cleared / Logged ?Q-% Other ( 6"
22. Bankfull width: 23. Bank height (from bed to top of bank): dt
24. Channel slope down center ofst earn: -Flat (0 to 2%) -K -Gentle (2 to 4%) _Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: -_Straight -Occasional bends ?C Frequent meander -Very sinuous -Braided channel
Instructions for completion of w rksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream lassification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the r ange shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the wor sheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated ue to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are bvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be di% ided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): ± Comments: PaPAyup. AWOL-ZP. Q->r2t?`lail.?t

YL?ZJ .
L2
-
SCVLUILI?

Evaluator's Signatu Date

This channel evalua orm is i
t
tended to b use only as a guide to assist landowners and environmental professionals in
gathering the data required by a United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resultin from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or req irement. Form subject to change - version 06103. To Comment, please call 919-876-8441 x 26.
1
STRE M
QUALITY ASSESSMENT WORKSHEET
} 21-1 ' J_ .. . r st : FI ;?5)k f ltx n yti , +} 7

1 Presence of flo / persistent pools in stream

no flow. or saturati
n = 0• strop flow = max points 0-5 0 - 4 0 - 5
2 Evidence o past human alteration

extensive alteratio
.- 0• no alteration = max ints 0-6 0-5 0-5
3 parian.zode

no buffer = 0• cunt
ous wide buffer =.max points) 0-6 0-4 0-5
4 Evidence of nu •ent or chemical discharges

(extensive
discharge
; = 04 no discharges = max points) 0-5 .0-4. 074-
5 Grou dwater.discharge

no dischar e = 0• s rin
s sees wetlands etc. = max points) 0-3 0-4 0-4
6 Presence f adjacent floodplain

no flood lain = 0 e
xtensive flood lain = max points) 0-4 0-4 0-2 3
Entrench ent / floodplain access

(deeply entrenched =
0 frequent fldodin = max points) 0-5 0-4 0-2
$ Present ..
of adjacent wetlands *
no wetlands = 0• laz .
c ad•acent wetlands = max points) 0 -6 0-4 0-2
9 C annel sinuosity -
(extensive
extensive channelizad
n = 0• natural meander = max points) 0-5 0-4 0- 3 Z
10 S
extensive de osition= .-dime * at Input
little or no sediment = max points) 0-5 0-4. 0=4
11 Size 6r diversi of channel bed substrate ,'.. ,
fin homogenous = laze diverse sizes = max ints 0 - 4 ' 0 - 5 Z
12 Evidence of c annel incision or widening '

(deeply incised = 0
stable bed & banks = max points) 0 - S 0-74. 0 -
S ,
Z.
13 Presence f major bank failures :

severe erosion- 0• n
erosion stable banks = inax points) 0-5 0-5 0
S ,
14 Root de and density on banks 0 - 3 0-
4 0-5

no visible roots = 0
d
nse roots throu hout = max ints . '
15 q
Impact byagricultu livestock,-ortimber production '
. substantial im =0• no evidence = max ints 0-5 0-4 0-5::
16 Presence of ri pool/ripple-pool complexes -

no riffles/riles or po,
is - 0• well-developed = max ints 0-3 0
5 0-6
17' Ha itatcomplexity

little or no habitat -.0
uen varied habitats = max points) 0-6 0-6 0-6
18 Canopy erage over stream bed 0- 5 0-5 0-5

no shading vegetation
0• continuous canopy = max points) l

19 Subst ate embeddedness
(deeply embedd d = 0• loose structure= Max ..0-74. 0 - 4 Z
20 Presence of'str m invertebrates (see page 4)

no evidence = 0- co

on numerous types = max points) 0 -4 0 - S 0-5
Z
21 Prese ice of amphibians
no evidence = 0' com mon, numerous types = max points) 0-4 • .0 - 4.
. '
0-4
Z
22' P senceoffish

no evidence = 0• co
on, numerous types = max points) 0-4 0-4 0;4.
Z.
23 Evide
no evidences 0• nce of wildlife use
bundant evidence -'max points) 0-6 0-5 , 0 5 'L

• These ch aracteristics are not asset Prt in ?nacr?l crrP?.,,?
?5)
o4-Ik68
Wetland and Natural Resource
Consultants, Inc.
July 17, 2006
Mrs. Cyndi Karoly
401 Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699
RE: Carolina Golf
Mecklenburg County, North Carolina
WNR Project # AES-1000
Mrs. Karoly:
Please accept the following permit application fee for the project known as Carolina Golf in
Mecklenburg County, mailed to the 401 Permitting Unit on July 17, 2006 under a separate
cover.
Should you require any further information associated with the Carolina Golf permit
application fee, please do not hesitate to contact me at 828-712-9205.
Best regards,
Jennifer Robertson
Enclosures:
Attachment - Permit Application Fee
D?
006
'wWas P44
Canton Office Newton Office
PO Box 882 wnrinc.com PO Box 224
Canton, NC 28716 Newton, NC 28658
828-648-8801 828-465-3035
828-648-8802 Fox 1 828-465-3050 Fax
0'4O? W AT 41119QG
r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
July 21, 2006
DWQ # 06-1168
Mecklenburg County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Carolina Golf Club, Inc.
Attn: Bobby Pifer
PO Box 668023
Charlotte, North Carolina 28266
Subject Property: Carolina Golf Club Irrigation Pond
USACE Public Notice Publication
Permitting Fee
Dear Mr. Pifer:
On July 19, 2006 the NC Division of Water Quality (DWQ) received your application dated July 5, 2006 for the above
reference project. Please note that the following must be received prior to issuance of a 401 Water Quality Certification:
1. The 401 Certification cannot be processed until a copy of the Corps of Engineers Public Notice for this
project is received at the DWQ Central Office in Raleigh. No action is required on your part. The Corps of
Engineers will forward the Public Notice to this Office when it is published.
2. It was noted that the $475 application permitting fee was being submitted under separate cover; however, to
date, it has not yet been received.
Until the information requested in this letter is provided, DWQ will request (by copy of this letter) that the Corps of
Engineers place this project on hold. Also, this project will be placed on hold for our processing due to incomplete
information (15A NCAC 2H.0507(h)).
Thank you for your attention. If you have any questions, please contact Ian McMillan or me in the Central Office in
Raleigh at [phone].
Sincerely,
C?, /??
Cyndt Karoly
401 Oversight/Express Permitting Unit
CBK/1'd
cc: WNRC, Inc., Chris Huysman, PO Box 1492, Sparta NC 28675
USACOE Asheville Regulatory Field Office
Central Files
File Copy
061168Carol inaGol fCl ubPond(Mecklenburg)_IP_PN_Fee
r?bEr;?t
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), Oitt2://h2o.enr.state.ne.us/ncwetlands)
Customer Service #: 1-877-623-6748
20 oeils8 Wetland and Natural Resource
Consultants, Inc.
Date: July 17, 2006
To: NC Division of Water Quality
From: Chris Huysman
RE: Carolina's Golf Irrigation Lake, Mecklenburg County, NC
Under separate cover from our office located in Canton, you will be receiving a check in the amount of
$475.00 for the filing fee.
Please call with any questions that you may have.
JUL 1 9 2006
DENR - WATER QUALITY
YOCi1.A MAN0 3TOrMATCR GRMCH
Sparta Office
115 Atwood Strcct, Suite 407
Sparta, NC 28675
2 0 0 6 1 1 6 8
- ---- -- - -------------------- - ---
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OtdB APPROVAL 140.0710 - 0003 i
(On-Line Version of Form 33 CFR 325) Expires April 3D, 2008
The public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or loss. I
This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and comploting and reviewing the
collection of Information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this
burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202-4302; and to the Office of Management and Budget. Paporwork Reduction Project (0710-0003), Washington, DC 20503. Rospondonts should be
f aware that notwitlulanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of Information If it does not display a
currently valid OMB control number. Please DO NOT RETURN your form to oithor of those addresses. Completed applications must be submitted to the District
Engineer having lurisdiction over the location of the orooosed activity.
PRIVACY ACT STATEMENT
Authorities; Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC
1413, Section 1 D3. Principal Purpose: Those laws require authorizing activities in, or affecting navigable waters of the United States, the discharge or fill material into
waters of the United States, and the transportation of dredged malerial for the purpose of dumping it into ocean wators. Routine Usos: Information provided on this form
wig be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If information is not provided, however, the permit
application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the
proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the
location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) ' Required Field
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
(ITELIS BELOW TO BE FILLED BY APPLICANT)
5. APPUCA14TSS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
Salutation First Name Middle initial Last Name Suffix Salutation First Name Middle Initial Last Name Suffix
Mr. I Bobby Pifer j Mr. Christopher A Huysman
Title Representing (Organization) Title Organization
Carolina Golf Club, Inc. Principal IWNRC
- --- ----- -- - .? L _ - - __.__
6. APPLICANTS ADDRESS 9. AGENTS ADDRESS
Street Line i PO Box 068023 I Street Una 1 iPO Bex 1492 I
., J
Street Line 2 Street Line 2
'oy Charlotte - - - State ANC _ Zip 128266 _ l City ISpana l State ItJC - Zip 28765
Use Guide to AddNiew Additional Applicants
7. APPLICANTS PHONE NOs. W/AREA CODE, FAX, E-MAIL 10, AGENTS PHONE NOs. W/AREA CODE, FAX, E-MAIL
Residence 1704-372-1i24-----] Business ,332-6363 Residence I Fax
Fax
E-Mail Business i336-406-0906'
306 406 0906 I- mail chrs huysman@wetland con
11. _ STATEMENT OF AUTHORIZATION
1 hereby authorize, - u - to act in my behalf as my agent in the processing of this application and to furnish, upon
of this rprmil application.
DATE
No signature req;irCTon applications s:.'?mi;l2d ei circ\c:,l!?, hcr:e•:ar, if you r.rnl, PIc _.. ;n acrd mall
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVrrY
112. PROJECT NAME OR TITLE (sea instructions)
Carolina Gotf Club Irr gaton Pond
_.._---------- -_-__..____.._..--.---.----- ._............... _.........
13. NAME OF WATERBODY, IF KNOWN (it applicable) 14. PROJECT STREET ADDRESS (it applicable)
Watershed Catawba (HUC 03050103) Street Line 1 12415 Old Steele Creek Rd
Waterway UT to Irwin Creek Street Line 2 1
Lake
City State
15. LOCATION OF PROJECT Charlott e - J NC 128268-
County Mecklunburg County State NC
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, LaVLon, and/or Accessor's Parcel Number, for example
Latitude 35 2154 N I { g
UTM Northin Mile _
- Soci on 1 Sub Section
Longitude 00 II983 W UTM Easting Bank
? Townshi Meridian ?
UTMZono ! Waterway j Range Baseline
Other Location Descriptions East of Old Stoelo Creek Rd, and west of Donald Ross Road, approximately 2 miles wost of 1-77 in Mecklenburg County, NC.
,17. DIRECTIONS TO THE SITE
7S owards Charlotte, NC
ke S-74W for 2.5 miles
Old Steele Creek Rd.
T u'r-n-Le-ft-o-n-
{ ENG FORM 4345. JU197 EDITION OF FEB94 IS OBSOLETE (Proponent CECW-OR) Ei
ffr-nC?-ROd p
D
JUL 1 9 2006

-------- --------
18. Nature of Activity (Description of project, include all features)
Construction of 7.1Caere irrigation pond. Impacts from earthen dam 167 feet with 18.5 cubic yards of clean fill material below high water.

Flooding imapcts total 1098 linear feet of channel. See also attached narratives.
11
I 19. Project Purpose (Describe the reason or purpose of Ole project, sea Instructions)
_I
Construction of an irrigation pond for a golf course. See also attached narrative
i
USE BLOCKS 20-221F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
To construct an irrigation pond with an earthen dam to supply 24,000,000 gallons of water. Per attached naniave
i -
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
18.5 cubic yards clean fill material suitable for embankment (earthen material). Per attached narnlavo
i
i
_.___.._.__....__
22. Surface Area In Acres of Wetlands or Other Waters Filled (see instructions)
Area Units Gross Area
0.145 ) ( Acres
,_ Other Waters
Comments
Heavy equipment, including graders, pan scrapers, excavators, bull dozers, efc. will be used in the construction of the dam I -
-
-e Guide to View/Add
n -?
_ 4
i Another Surface Aroa
23. Is Any Portion of the Work Already Complete? Yes F] No V IF YES, DESCRIBE THE COMPLETED WORK

Salutation First Name Middle Initial Last Name Suffix
[... _[
Street Lino I Multiple Entries, See Ariachment
Street Line 2
Ci State Zip
I Use Guide to Viow/Add Another Adjoining Proport
y
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application,
AGENCY TYPE APPROVAL' IDENTIFICATIOIJ NUMBER DATE APPLIED DATE APPROVED DATE DENIED
NCDLO Darn Safely & Erosion Cntr ITo Be Processed I
Uso Gwde to View/Add Another Cortihcat(on
'Would Include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete
and accurate. I fu I pos ss the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant.
,-,, ? ?FAANT D?ATESIGNATURE OF AGENT DATE
The application must be signed by the pers n who desiros to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement
in Block /1 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies
conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any
false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or Imprisoned not more
than five years or both.
ENG FORM 4345, Ju197 EDITION OF FEB94 IS OBSOLETE (Proponent CECWOR? I
t
- ••.-.-ICM LJUALITY
t
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675 a??lL
4 h?:Tr.
June 28, 2006
US Army Corps of Engineers
Attn: Ms. Amanda Jones
151 Patton Ave, Rm. 208
Asheville, NC 28801
Ms. Jones:
Attached is an application for an individual permit to construct an irrigation pond within
the Carolina Golf Club. All of the following information is available in digital format and
will be forwarded to you upon your request.
Applicant Carolina Golf Club, Inc.
Attn: Mr. Bobby Pifer
PO Box 668023
Charlotte, NC 28266
Agent Wetland and Natural Resource Consultants
Attn: Mr. Chris Huysman
115 Atwood Street, Suite 407
Sparta, NC 28675
Location
The project, a proposed 24 million gallon irrigation pond (7.16-acre), is located within the
Carolina Golf Course, an approximately 171.5 acre piece of property that is located east of
Steele Creek Rd, and west of Donald Ross Road, approximately 2 miles west of I-77 in
Mecklenburg County, NC. Coordinates (in decimal degrees) for the site are 35.21540
North, 80.89830 West. The site contains an unnamed tributary to Irwin Creek in the
Lower Catawba River Basin (8-Digit Cataloging Unit 03050103).
Existing Site Conditions
The land use in the area surrounding the project is commercial and residential. The land
use on the project site is a recreational golf course comprised of fairways, greens and
tees. The site contains two ponds that are upstream of the proposed pond and a tributary
that runs in to Irwin Creek. The unnamed tributary drains to Irwin Creek approximately
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
0.7 miles downstream of the proposed dam site. Specifically, the pond will be located
within an area that has been recently timbered; the timbering allows for a new golf hole to
cross in the vicinity of the proposed pond.
Applicant's Stated Purpose
As stated by the applicant, the purpose of the project is to provide an irrigation pond with
a volume of 24 million gallons to maintain existing greens, tees, and fairways.
Project Description
The irrigation pond will allow for the facility to have a sustainable water source for the
approximately 70 acres of turf. Based on acceptable industry standards a golf course of
this size requires 630,000 gallons per day during dry periods. This total volume is based
on a daily requirement for 9,000 gallons per acre in consideration of an evapo-
transporation rate of 0.20 inches per day with. The irrigation pond will eliminate the need
for the applicant to purchase potable water from the City of Charlotte.
Site constraints limit the placement of the pond to the proposed location. In order to
achieve the volumes needed for the project the pond must be 7 acres in size and must be
an average of 10 feet deep. No high ground alternatives provide adequate volume for the
required water.
Development of the site will require grading the proposed dam site, and filling necessary
to impound the stream. Heavy equipment, including graders, pan scrapers, excavators, bull
dozers, etc., will be used for the construction of the project. Completion of the proposed
project would require the construction of a dam embankment to impound water. The top
width of the dam is proposed to be 20 feet, and the side slope for the dam is proposed to
be 3:1. The proposed permanent impacts to stream channels resulting from the placement
of fill material associated with the dam totals 167 linear feet or 0.015 acres of stream
surface area. The proposed impacts resulting from flooding streams total 1800 linear feet
or 0.101 acres of stream surface area. Plans included with this notice show the overall
proposed site layout as well as details of the proposed dam.
The applicant proposes to mitigate for impacts to stream channels through onsite
restoration of 2080 linear feet of streams and preservation of 1000 linear feet of
streams on the site. Mitigation Figures are attached to this application.
Other Required Authorizations
This notice and all applicable materials are being forwarded to the appropriate State
agencies for review. The Corps will generally not make a final permit decision until the
North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State
2
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
certification required by Section 401 of the Clean Water Act (PL 92-500). The receipt of
the application and this public notice in the NCDWQ Central Office in Raleigh serves as
application to the NCDWQ for certification. A waiver will be deemed to occur if NCDWQ
fails to act on this request for certification within sixty days of the date of the receipt
of this notice in the NCDWQ Central Office. Additional information regarding the Clean
Water Act certification may be reviewed at the NCDWQ Central Office, 401 Oversight
and Express Permits Unit, 2321 Crabtree Boulevard, Raleigh, North Carolina 27604-2260.
All persons desiring to make comments regarding the application for certification under
Section 401 of the Clean Water Act should do so in writing delivered to the North Carolina
Division of Water Quality (NCDWQ), 1650 Mail Service Center, Raleigh, North Carolina
27699-1650 Attention: Ms Cyndi Karoly.
Cultural Resources
The consultant has reviewed the latest published version of the National Register of
Historic Places and found no registered properties, or properties listed as being eligible
for inclusion therein located on the property.
Endangered Species
The consultant has reviewed the project area and the latest North Carolina Natural
Heritage Database and found no threatened or endangered species that occur within the
project area. Based on this available information, the consultant has determined pursuant
to the Endangered Species Act of 1973, that the proposed project will have no effect on
federally listed endangered or threatened species or their formally designated critical
habitat.
Thank you for your time and consideration and please call me at [phone] with any
questions that you may have.
Best regards,
Chris Huysman
Cc: NC DWQ, Attn: Ms. Cyndi Karoly

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710 - 0003
(On-Line Version of Form 33 CFR 325) Expires April 30, 2008
The public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or less.
This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the
collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this
burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202.4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be
aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a
currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District
Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC
1413, Section 103. Principal Purpose: These laws require authorizing activities in, or affecting navigable waters of the United States, the discharge or fill material into
waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on this form
will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. II information is not provided, however, the permit
application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the
proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the
location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) * Required Field
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
I IF-
(BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
Salutation First Name Middle Initial Last Name Suffix
Mr.
I Bobby Pifer Salutation First Name Middle Initial Last Name Suffx

Mr. Christopher A Huysman
Title Representing (Organization) Title Organization
Carolina Golf Club, Inc. Principal WNRC
6. APPLICANTS ADDRESS 9. AGENT'S ADDRESS
Street Line 1 PO Box 668023 Street Line 1 PO Box 1492
Street Line 2 Street Line 2

City Charlotte State NO Zip 28266 - --
City Sparta State NC Zip 28765
- -- _--
1-Use Guide to Add/View Additional Applicants
7. APPLICANTS PHONE NOs. WAREA CODE, FAX, E-MAIL
Residence 704.372-1824 Business 704-392.6363 10. AGENTS PHONE NOs. W/AREA CODE, FAX, E-MAIL
Residence Fax
Fax E-Mail 7d Business 336-406-0906 E-mail a-, is. huysman@wotland•con
11. STATEMENT OF AUTHORIZATION
hereby authorize, '. to act in my behalf as my agent in the processing of this application and to furnish, upon
request, supplemental information in support of this permit application.
APPLICANTS SIGNATURE DATE
No signature required on applications submitted electronically, however, if you print, please sign and mail.
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Carolina Golf Club Irrigation Pond

13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Watershed Catawba (HUC 03050103) Street Line 1 2415 Old Steele Creek Rd

Waterway UT to Irwin Creek Street Line 2 1

Lake city State Zi
15. LOCATION OF PROJECT Charlotte -? NC 28266
County Mecklenburg County State NC
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, Lat/Lon, and/or Accessor's Parcel Number, for example
WJ Latitude 35.2154 N UTM Northing Mile Section Sub Section
Longitude 80.8983 W UTM Easting Bank Township Meridian
UTM Zone Waterway Range Baseline
Other Location Descriptions East of Old Steele Creek Rd, and west of Donald Ross Road, approximately 2 miles west of 1.77 in Mecklenburg County, NC.
17. DIRECTIONS TO THE SITE
1.775 towards Charlotte, NO
Take US-74W for 2.5 miles
Turn Left on Old Steele Creek Rd.
I
ENG FORM 4345, Ju197 EDITION OF FEB94 IS OBSOLETE (Proponent CECW-OR)

18. Nature of Activity (Description of project, include all features)
Construction of 7.16acre irrigation pond. Impacts from earthen dam 167 feet with 18.5 cubic yards of clean fill material below high water.
Flooding imapcts total 1098 linear feet of channel. See also attached narratives.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Construction of an irrigation pond for a golf course. See also attached narratives.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
To construct an irrigation pond with an earthen dam to supply 24,000,000 gallons of water. Per attached narritave
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
18.5 cubic yards clean fill material suitable for embankment (earthen material). Per attached narritave
i
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Area Units Gross Area
0.145 Acres Other Waters
Comments
Heavy equipment, including graders, pan scrapers, excavators, bull dozers, etc. will be used in the construction of the dam. Use Guide to View/Add
Another Surface Area
23. Is Any Portion of the Work Already Complete? Yes No IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody
Salutation First Name Middle Initial Last Name Suffix
Street Line 1 ""Multiple Entries, See Attachment""
Street Line 2
city State
Use Guide W View/Add Another Adjoining Property
25. List of Other Certifications or ApprovaWDenials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
NCDLO Dam Safety 8 Erosion Cntr To Be Processed
Usa Guide to View/Add Another Certification
'Would include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. 1 certify that the information in this application is complete
and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement
in Block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies,
conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any
false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more
than five years or both.
ENG FORfd 4345, Ju197 EDITION OF FEB94 IS OBSOLETE (Proponent CECW-OR)
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Name: CHARLOTTE WEST Location: 035.2183335°N 080.8990908°W
Date: 6/28/2006 Caption: Carolina Golf Club
Scale: 1 inch equals 2000 feet Irrigation Pond
Copyright (C) 1998, Maptech, Inc.
Tracks
Name: Carolina Golf Property
Distance: 2 miles, 1607 feet
Area: 175.848 acres
0.274 sq. miles
Log Points: 15
Name: carolina golf club pond
Distance: 2364 feet
Area: 6.374 acres
0.009 sq. miles
Log Points: 17
Mecklenburg County Real Estate System
Page 1 of 2
Mecklenburg County, NC POLARIS
Property Ownership Land Records Information System
Adjoining Owner's Report
Buffer Distance:1 Feet
5/26/2006 4:43:03 PM
Click Here to Open Owner's List Comma-Delimited
f 11705101

11703101
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This map is prepared for the inventory of real pro
tax maps, surveys, planimetric maps, and oth
aformentioned public primary information sourc
contractors assume no le perty within Mecklenburg County and is compiled from recorded deeds, plats,
er public records and data. Users of this map are hereby notified that the
es should be consulted for verification. Mecklenburg County and its mapping
gal responsibility for the information contained herein.
Parcel Owner Mailing
ID Name Addre s Cit E?FZIPIIDescrlpt1on Le al Deed Deed Land
Book Pa a Area
WGS 11705101 HOR IN GS I MOREHEAD ST CHARLOTTE NC 28204 L1 &2 M24-513 18832 360 9A3C1
11706137 GOLF COLUB NC PO BOX 668023
11268 22.27
[N2 8266 L6 B2M3 2- 63 249
JOHN MILLER
SPARKS AND 3323 SHELBY
11706141 MYRTLE G RD
IAWNDALE
NC 28090 N/A 04177 EE
SPARKS

I CAROLINA PO BOX 668023
11706142
GOLF CLUB INC
CHARLOTTE NC 28266 M332-463 17931 538 42.24
NATHANIEL 2425
11708101 HALL AND WESTHAMPTON
FLORENCEB DR
HALL L15 B5 M2095
CHARLOTTE HH 469 2425 03759 HE
WESTHAMP
TOM HEIRS 2566 HEMPHILL ST NC HIL19BIM332-380
2566 HST PHILL O AC
11708133 REYNOLDS PO BOX 49305
REALTY CHARLOTTE NC 28277 L18 B180M332 09494 558 0 AC
11708134

ASSOCI TES PO BOX 470086
L1
CHARLOTTE NC 28247 7 BI 0M332- 17822 995 0 AC
11708135 pATTERSON 1235 SQUIRE DR CHARLOTTE NC 28211 L16131 0M332 08898 711 0 AC
11708136 GILBERT g FIRECREST CT
PARKER DURHAM NC 27703 L15 B 80M332- 16247 590 0 AC
11708137 HAGGINS 1907 JSTNINGS CHARLOTTE EHI 380 H STPHILL 01889 465 0 AC
F7 --
JOHNSON AND 2542 HEMPHILL
08- L1381M332-360 Fnn
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17F
http://maps2.co.mecklenburg.nc.us/websitelrealestatelAdjoiningOwners.asp?SelectedPid=117091... 5/26/2006
Mecklenburg County Real Estate System SHEILA 11708138 JOHN ON ST CHARLOTTE NC 6017 2542 HST PHILL 04925 720 11 0 AC

CHURCH
TRUSTEE
11708140 CHRISTIAN
MISSION
2400 WEST BV
CHARLOTTE
NC
28208
M332-347
05106 042
O AC
BAPTIST AND %
REV. WALTER
11708199 WILLIAM S
KELLY 370 ELI'S WAY FORT MILL SC 29708 M332-347 18469 632 1 LT
11708401
JAMES
CA
LDWELL
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WOODS
HIRE DR
11

HARLOTTE
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6055

t B2 M9-235

8071 244

LT
11708402 STRUDYJ
TATON 2411
WOODSHIRE DR
CHARLOTTE
NC
28208
L2 82 M9-235
11653 671
1 LT
L2B)s 9 235
8403 SOL A JAFFA PO BOX 31873 CHARLOE NC 2887 L 36 328 1 LT
3 DSHIRE
D
R

11708404 GHOL HEART
HR TONE GASTONIA H H 1 L4 82 M9 235 E18571 E
GOOD D
11708405 MAY BERNICE PO BOX 668645 CHARLOTTE NC 28266 L5 B2 M9035 12671 741 1 LT

11708406
? GLORIA J
CHAMBW
DROOD CHARLOTTE NC
28205
L6 82 M2095-

17142 988
a?

1 LT
?
JOHNSON 3617 469
11708407 R
HISIAH J N 2515
WOODSHIRE DR CHARLOTTE NC 28208 L7 B2 M?2095- 08579 541 1 LT
THOMAS P III

11708408
MOORE AND 3816

MOORELAND

CHARLOTTE

NC

28226
LS 82 M2095-

14699 363

1 LT
M
R
D FARMS RD 469
OO
E
11708409 ETTA D WATT WOODS2527 H RE DR CHARLOTTE NC 28208 L9 B24M?2095- 1 LT
MARTHA ABEL

11708410
AND JOHN 2533
Vy00DSHIRE DR
CHARLOTTE
NC
28208 L10 B2 M295-
08831
515
1 LT
THOMASJR 469
S
l 131 M9
L
11708501 CLARA N
ROSEBORO 2620 GOLF
COURSELN CHARLOTTE NC 28208 2620 GOLF 06053 676 1 LT

DORIS D 2614 GOLF
11708502 CHARLOTTE NC 28203 L2 B1 M9-235 09542 669 1 LT
L3 81 M9 235
11708503 MELVAIN
COCHRANE 2608 GOLF
COURSE LN 1 1CHARLOTTE1 NC 11 28208 608 GL
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03720
177
1 LT

E
0
00R
ARLENE R

11708504 CAMPBELL AND 2600 GOLF
LUCIELLA COURSE LN CHARLOTTE NC 28208 L4 81 M9-235 03200 054 1 LT
ROBINSON
11708505 AN H
ANET E L
2516 GOLF
2
OWENS
CO
URSE LN
CHARLOTTE
NC
0?3
L5 B1 M9-235
07886
358
1 LT
HALINA BURCH
AND ROME
11708506 BURCH 14831 ASHETON
CHARLOTTE
NC
28273
L6B1M9 235
19487
56
1 LT
PATTERSON CREEK DR
AND SHERI
BURCH
RICKY L

11708507 SIMMONS AND
PHYLLIS D 2500 GOLF
COURSE LN
CHARLOTTE
NC
28208
L7 Bt hmn5
16655
374
1 LT
SIMMONS
11709101 GOLF CLUB CAROLINA INC
INC p0BOX 668023 CHARLOTTE NC 28266 NA 02237 106 12A9.26
Page 2 of 2
http://maps2.co.mecklenburg.ne.uslwebsitelrealestatelAdjoiningOwners.asp?SelectedPid=117091... 5/26/2006
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Carolina Golf Club
Project Purpose and Need
Carolina Gold Club plans to construct a seven acre irrigation pond for the
purposes of watering the fairways and the putting greens. The pond must be
this size to provide 24 million gallons of water for the existing 70 acres of
turf.
The proposed pond is needed to hold a large enough volume of water to last
five to eight days in drought conditions, and still maintain adequate flow
downstream. Currently the two existing ponds located on the property do
not have the volumetric capabilities required for the necessary irrigation to
sustain live turf during drought conditions.
Currently Carolina Golf Club has two small ponds located on the property for
the purposes of irrigation. These ponds are shallow, and do not hold the
volume of water required for the necessary irrigation to maintain fairways
and greens on the golf course, during the late summer months, and drought
conditions. The primary source of water for the ponds is ground water. The
groundwater discharge into the pond is not adequate to maintain suitable
pond levels for pumping. Based on statements from the applicant, it only
takes three nights of normal irrigation in drought like conditions for the
lower pond to be drained beyond use. Currently during periods of low rainfall
or no rainfall for several weeks in a row, the ponds have to be refilled
through the use of city water, bought from the city of Charlotte. Buying city
water is not an economically feasible option.
The golf course is just over eighty years old. The course has been relatively
unchanged in those eighty years. The course is now attracting fewer and
fewer players due to lack of changes, which in turn, takes an economic toll on
the club. During the late summer months and in drought conditions, the
course receives many complaints about the two existing ponds being drawn
down to aesthetically unpleasing levels. A larger pond with a large surface
area and larger volume, such as the proposed irrigation pond, would not show
the effects of irrigation pumping as bad, thus making the aesthetics of the
course more pleasing.
Carolina Golf Club
Avoidance and Minimization
The proponents have looked to find alternate means to avoid building a new
pond. None of the other options looked at are feasible for the purposes of
the needed irrigation. Not only are the other options not feasible for
irrigation, they are not economically practical.
One of the options considered was dredging the ponds out to a deeper
depth, thus increasing the volume. Based on the opinion of a hydrogeologist
the underground water supply is not sufficient to keep the ponds full. Even
of this were possible it would take a more powerful pump to retrieve water
from the greater depths. The cost of buying new pumps and the increased
energy does not make this option cost efficient nor aesthetically pleasing to
the members using the course when they are drawn down for irrigation.
Another alternative that was reviewed and found unacceptable was creating
an off line pond in the low area near the location of the proposed pond. This
alternative would not provide the needed volume since only 4 acres of low
area is available. Theoretically, a dyke could be built along the banks of the
stream and across the lower end of high ground, creating pond in high ground
but the volume the volume cannot be achieved.
An alternative that has been utilized and is not cost efficient nor
responsible is the use of city water to keep the irrigation ponds full. On
average, $30,000 to $35,000 dollars is spent each year to buy water from
the City of Charlotte. In year 2002, during the drought, roughly $45,000
was used to buy water from the city. One particular time, pumps ran fifty-
four hours and pumped $10,000 worth of potable water into the ponds. With
the water restrictions Charlotte places during summer months and drought
conditions, it is unclear how much longer they will allow the use of city water
for irrigation purposes. From the prospective of the golf course
management, they need the water in order to maintain live turf and to stay
open for business, but do not want to be depriving the City of Charlotte of
water during dry times.
Carolina Golf Club
Mitigation Proposal
Summary:
The proponent is requesting a mitigation ratio of 1:1 for the flooding impacts
and a 2:1 ratio for the filling impacts. Wetlands and streams not impacted
by the proposed development as well as those areas restored and created
under this proposal will be preserved under a permanent restrictive covenant
in the spirit of the Corps guidelines dated August 2003.
Stream Mitigation:
Stream impacts can be separated into two separate classes that merit
differing mitigation ratios based upon the effect of the discharge and
subsequent flooding. Impacts resulting from the construction of the
impoundment result in a permanent loss of waters while impacts associated
with flooding result in a net increase in regulated Waters of the US.
The dam incorporates design elements that ensure that water quality will be
protected through a low-flow cool-water / aerating discharge.
A final mitigation plan showing structures and their locations will be
submitted to the Corps within 30 days of the issuance of the permit. The
attached figures show the preliminary location of the reaches to be
mitigated. Preliminary studies indicate that there are approximately 2080
linear feet of restoration potential disbursed amongst 5 stream reaches.
Onsite Mitigative Treatments and Restoration Plan
Within 90 days of the approval of the restoration plans the applicant will
provide to the US Army Corps of Engineers a plat that depicts the
preservation areas and the restrictive language.
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CAROLINA GOLF
SITE PLAN
SCALE, 1' = 300'
300 150 0 300
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Carolina Golf Club Date: 4/24/06
Applicant / Owner: CGC County: Mecklenburg
Investigator: Huysman, Blackburn State: North Carolina
Do normal circumstances exist on the site? Yes ® No ? Community ID:wetand
Is the site significantly disturbed (Atypical situation)? Yes[] No ® Transect ID:
Is the area a potential problem area? Yes ? No ® Plot ID:DF2
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Juncus sp FACW herb 9.
2. Fescue FAC herb 10.
3. Polygonum saggitatum FAC herb 11.
4. Rosa multi(lora FACU shrub 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 500
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ? Inundated
? Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: n/a (in.) Secondary Indicators:

Depth to Free Water in Pit:n/a in.) ® Oxidized Roots Channels in Upper 12"
? Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: n/a (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
page 2 DF2
Map Unit Name
(Series and Phase): Chewacla Drainage Class: Somewhat poorly drained
Taxonomy (Subgroup): (Ch) Fluvaquentic Dystrochrepts Confirm Mapped Type? Yes ? No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(Inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0_8 A 5Y 5-4 / clay loam
8-12 B 7.5YR 5/6 2.5Y 6/6 common/faint loam

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No ® Is the Sampling Point
Wetland Hydrology Present? Yes[-] No ® Within a Wetland? Yes ? No
Hydric Soils Present? Yes ? No
Remarks:
USACE AID# DWQ # Site (i # ndicate on attached ma
P)
M STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: e(Wotwt" (10W 2. Evaluator's name: I_ t?,1sYy\c.
3. Date of evaluation: MCk" WD G 4. Time of evaluation: l l : tli?
5. Name of stream:- Ur- ZV-w ?r.j 6. River basin: CAA-T-
7 Annrnvimnt^eirninnor+ -- ILrn Q C+..,........1- 'No
9. Length of reach evaluated: 10. County: tP kzr--
11. Site coordinates (if known): pr efer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34,872312): Longitude (ex. -77.556611):
Method location determined (circle): PS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluati n (note nearby roads and landmarks and attach map identifying stream(s) location):
t" Own 904-JP - ?r.?..f? A CT
14. Proposed channel work (if any): ?P
15. Recent weather conditions: W-
16. Site conditions at time of visit: I
17. Identify any special waterway cl ssifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters _Outstandin Resource Waters -Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. Is there a pond or lake located u stream of the evaluation point? Y S NO If yes, estimate the water surface area: % I ke-
19. Does channel appear on USGS q uad map? 6 NO 20. oes channel appear on USDA Soil Survey? (5 NO
21. Estimated watershed land use: (U % Residential J Q% Commercial _% Industrial _% Agricultural
10 % Forested _% Cleared / Logged Z(Z% Other ( tarp
22. Bankfull width: 57 23. Bank height (from bed to top of bank): dr
24. Channel slope down center ofst earn: -Flat (0 to 2%) X Gentle (2 to 4%) _Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: -Straight -Occasional bends 'C Frequent meander -Very sinuous -Braided channel
Instructions for completion of w rksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the r ange shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the wer sheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated ue to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are bvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be di% ided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.

Total Score (from reverse): ± A 7%
Comments:- ?p dt2 a,?A?J A,el_y* Q-e-un-m-Q I

Evaluator's Signatu Date
This channel evaluntr orm is i tended ti b use only as a guide to assist landowners and environmental professionals in
gathering the data required byt e United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resultin from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or req irement. Form subject to change- version 06/03. To Comment, please call 919-876-8441 x 26.
1
STRE M
QUALITY ASSESSMENT WORKSHEET
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no flow or saturati / persistent pools in streani
n = 0• strop flow = max points
0 - 5
0 - 4
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2 Evidence o past human alteration
extensive alteratio = 0• no alteration = max ints 0-6 0-5 0-5

µ 3 parian.zone 0-6 0-4 0-5
• no buffer = 0• eont ous wide buffer =.max. points)
4 Evidence of nu rient or chemical discharges

extensive dischare
= 0 no discharges = max oints

0-5

0-4. -

0 4
5 Grou dwater discharge 0-3 0-4 0-4
no discharge = 0• s rip s sees wetlands etc. = max points)

6 Presence f adjacent floodplain
no flood lain = 0• tensive flood lain = max points) 0-4 0-4 0-2
.
Entrench ent / floodplain access
(deeply entrenched - 0 vent flooding = max rots 0- 5 0- 4 0- 2
' Preseac of adjacent wetlands
"
$ no wetlands = 0• lar a adjacent wetlands = max points 0 - 6 0 - 4 0 - 2 O
' 9 C1
extensive channelizati annel sinuosity
n =0, natural meander= max points)
10 S dimputInput 0-5 0-4 0=4
extensive deposition= P; little or no sediment = max points) .

11 Size & diversi of channel bed substrate
0 - 4
: 0 - 5
zk fin homogenous = • large, diverse sizes = max points Z
12 Evidence of c anuel incision or widening '
1

(deeply incised = 0
table bed & banks = max oints 0-5 0 - 4. 0-
5
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Z
13 Presence f major bunk failures =

severe erosion = 0• n
erosion stable banks = inax points)
0 5
0-5
0
5 , 1
14 Root dept and density on banks .0-3 0-4 0-5

no visible roots = 0• d
rise roots throw howl = max rots '

15 Impact by agriculture , livestock, or timber production
'

.
substantial imp
-O• no evidence= max points) 0-5 0-4 0-5::• O

16 Presence of AM- pool/ripple-pool complexes
- 5
no riffles/ripples or poo ls = 0• well-developed = max inu 0-3 0 0 - 6
17 Ha ftatcomplexity 0-6 0-6 0-6
little or no habitat =.0 uen varied habitats = max points)
18 Canopy erage over streambed 0-5 0-5 0-5

no shading ve etation
0• continuous canopy = max points) l
`19 Subst ate embeddedness
0 - 4
0 - 4
2
dee ply embedd d = 0 loose structure = max .
20 Presence of'stre m invertebrates (see page 4) ,
,

no evidence = 0• co

on numerous types = max points) 0 -4 0-5
- 5 0-5
Z
21 Prese
no evidence = 0• co ce of amphibians
on numerous types = max points)
0 .4
.0-4.
0-4

2
22" P
no evidence = 0• com senceoflish
on, numerous types = max points) 0-4 0-4 04.
2.
23 Evid nee of wildlife use 0-6 0-5 0-5
'L
no evidence = 0• undant evidence = max points) ..
y 9Y

[ nose caaracwnsucs are not asseslea in coastal streams.
I
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2 0 0 6 1 1 68
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT ONIB APPROVAL 140.0710 - 0003
(On-Lino Version of Form 33 CFR 325) Expires April 31), 2003
The public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or less.
This includes the tune for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the
collection of Information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this
burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be
f aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of Information if it does not display a
I currently valid OMB control number. Please DO NOT RETURN your form to oilhor of those addresses. Completed applications must be submitted to the District
Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC
(1413, Section 103. Principal Purpose: These lays require authorizing activities in, or affecting navigable waters of the United States, the discharge or till material into
waters of the United States, and the transportation of dredged material for the purpose of dumping it into occan waters. Routine Was: Information provided on Otis form
wig be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If Information is not provided, however, the pormit
application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the locaton and character of the
proposed activity must be attached to this application (sea cample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the
location of the proposed activity. An applicailon that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) ' Required y=ield
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED

(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not required)
m
Salutation First Name Middle Initial Last Na
o
Suffix lutallon First Name Middle Initial Last Name Suffix
S
a
_
_
_
Mr I Bobby Pifer _
_
i Mr Christopher A Huysman
Title Representing (Organization) Title Organization
_
;C_ar_olina Golf Club Inc
-- ---- l . _ I
Principal WNRC
f l L ---- - _ 1
6. APPLICANTS ADDRESS 9. AGENTS ADDRESS
- -------- -----
Street Lino i PO Box 068023 I
Street Line 1
E3ox 1492
Street Line 2 I
Street Line 2 L
1

- - - ti ate NC-- - Zip 8206 J
"Gty Charlotte S ..._

City (Spans -? State 1146
Zip x28765 _....?
Use Guido to Add/View Additlonal Applicants
7. APPLICANTS PHONE NOs. W/AREA CODE, FAX, EMAIL 10. AGENT'S PHONE NOs. W/AREA CODE, FAX, E-MAIL
Residence 1704-372-1824 , Business 1704-392-6363 Residence ! Fax ,
Fax
E•Mail __-on
Business 306 406 0306 E-mail chris huysman®v+eliand-con
t 1. STATEMENT OF AUTHORIZATION
hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon
request, su form fl rt of this rmil application.
APPL' S SI ATUR DATE

No signature roquirea or, applications so ,,hied eiectrl leafy, hcwoY2r, if you print. p:>csct s:7,n and mall.
NAME, LOCATION, A14D DESERIPTIO14 OF PROJECT OR ACTIVITY
I 12. PROJECT NAME OR TITLE (sea instructions)
Carolina Gotf Club Irngat on Pond
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Watershed Catawba (HUC 03050103) Street Line 1 2415 Old Steele Creek Rd
Waterway UT to Irwin Creek Street Line 2
Lake City State Zip--
15. LOCATION OF PROJECT

28266
;Charlotte J,
NC
ockionbur County
County _ M g i State r NC ?.. _-__. - --- -
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, Lat/Lon, and/or Accessor's Paratl Number, for example
V Lathuds 35 2154 N I (-1UTM Northing Mile Section Sub Suction
-- -
Longitude 80 8983 W UTM Easting Bank Township Meridian
UTM Zone ! Waterway I Range Basoline i
Other Location Descriptions Ktof Old Stools Crook Rd, and west of Donald Ross Road, approximately 2 miles wast of 1.77 in Mecklenburg County, NC.
,17. DIRECTIONS TO THE SITE
____.-----.?^---
_ _
_
---
.---------
-
-
-_
...._
__
-._
-
-
_ _ . _......._._
1-775 towards Charlotte, NC
Take US-74W for 2.5 miles
Turn Left on Old Steele Creek Rd.
ENG FORM 4345, Ju197 EDITION OF FE1394 IS OBSOLETE
(Proponent CECW-0R)
JUL 1 9 2006
DENR - `PATER QUALITY

11, Nature of Activity (Description of project, include all features)
Construction of 7.16acre inigaiiion pond. Impacts from earthen dam 167 foot with 18.5 cubic yards of clean fill material below high water.
1 Flooding imapcts total 1098 linear feet of channel. See also attached narratives.
i
i
19. Project Purpose (Describe the reason or purpose of the project, see Instructions)
Construction of an irrigation pond for a golf course. See also attached narratives.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
To construct an irrigation pond with an earthen dam to supply 24,000,000 gallons of water. Par attached narritave
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
18.5 cubic yards clean fill material suitable for embankment (earthen material). Per attached na rd lava
i
li
22. Surface Area In Acres of Wetlands or Other Waters Filled (see instructions)
Area Units Gross Area
0.145 ? Acres
J Other Waters
-
-
Comments
Heavy equipment, including graders, pan scrapers, excavators, bull dozers, etc. will be used in the construction of the dam ---
U Use Guido to View/Add
i Another Surface Area
23. Is Any Portion of the Work Already Complete? Yes No IF YES, DESCRIBE THE COMPLETED WORK

.. ................. ... .....-.,-...,-,r ....,...,.,. ..o„o. - ?...., .. n..w . -W-y -J-- u.0 -miuuuy A
Use Guide to View/Add Another Adjoining Proporty
25. List of Other Certifications or Approvals/Donials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
NCDLO Dam Safety & Erosion Cntr To Be Processed
[ _
Use Guide to View/Add Another Certification
'Would include but is not restricted to zoning, building, and flood plain permits
26. Application Is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete
and accurate. I fu - I pos ss the authority to undertake the work described heroin or am acting as the duly authorized agent of the applicant.
F;??
A (CANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the pal n who desiros to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement
in Block 11 has been tilled out and signed.
i
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies,
conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any
false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shalt be fined not more than $10,000 or imprisoned not more
than five years or both.
ENG FORM 4345, Juf97 EDITION OF FES341S OBSOLETE (Proponent CECW-OR)
___1
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407-?
Sparta, NC 28675
.t.:
June 28, 2006
US Army Corps of Engineers
Attn: Ms. Amanda Jones
151 Patton Ave, Rm. 208
Asheville, NC 28801
Ms. Jones:
Attached is an application for an individual permit to construct an irrigation pond within
the Carolina Golf Club. All of the following information is available in digital format and
will be forwarded to you upon your request.
Applicant Carolina Golf Club, Inc.
Attn: Mr. Bobby Pifer
PO Box 668023
Charlotte, NC 28266
Agent Wetland and Natural Resource Consultants
Attn: Mr. Chris Huysman
115 Atwood Street, Suite 407
Sparta, NC 28675
Location
The project, a proposed 24 million gallon irrigation pond (7.16-acre), is located within the
Carolina Golf Course, an approximately 171.5 acre piece of property that is located east of
Steele Creek Rd, and west of Donald Ross Road, approximately 2 miles west of I-77 in
Mecklenburg County, NC. Coordinates (in decimal degrees) for the site are 35.2154°
North, 80.8983° West. The site contains an unnamed tributary to Irwin Creek in the
Lower Catawba River Basin (8-Digit Cataloging Unit 03050103).
Existing Site Conditions
The land use in the area surrounding the project is commercial and residential. The land
use on the project site is a recreational golf course comprised of fairways, greens and
tees. The site contains two ponds that are upstream of the proposed pond and a tributary
that runs in to Irwin Creek. The unnamed tributary drains to Irwin Creek approximately
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
0.7 miles downstream of the proposed dam site. Specifically, the pond will be located
within an area that has been recently timbered; the timbering allows for a new golf hole to
cross in the vicinity of the proposed pond.
Applicant's Stated Purpose
As stated by the applicant, the purpose of the project is to provide an irrigation pond with
a volume of 24 million gallons to maintain existing greens, tees, and fairways.
Project Description
The irrigation pond will allow for the facility to have a sustainable water source for the
approximately 70 acres of turf. Based on acceptable industry standards a golf course of
this size requires 630,000 gallons per day during dry periods. This total volume is based
on a daily requirement for 9,000 gallons per acre in consideration of an evapo-
transporation rate of 0.20 inches per day with. The irrigation pond will eliminate the need
for the applicant to purchase potable water from the City of Charlotte.
Site constraints limit the placement of the pond to the proposed location. In order to
achieve the volumes needed for the project the pond must be 7 acres in size and must be
an average of 10 feet deep. No high ground alternatives provide adequate volume for the
required water.
Development of the site will require grading the proposed dam site, and filling necessary
to impound the stream. Heavy equipment, including graders, pan scrapers, excavators, bull
dozers, etc., will be used for the construction of the project. Completion of the proposed
project would require the construction of a dam embankment to impound water. The top
width of the dam is proposed to be 20 feet, and the side slope for the dam is proposed to
be 3:1. The proposed permanent impacts to stream channels resulting from the placement
of fill material associated with the dam totals 167 linear feet or 0.015 acres of stream
surface area. The proposed impacts resulting from flooding streams total 1800 linear feet
or 0.101 acres of stream surface area. Plans included with this notice show the overall
proposed site layout as well as details of the proposed dam.
The applicant proposes to mitigate for impacts to stream channels through onsite
restoration of 2080 linear feet of streams and preservation of 1000 linear feet of
streams on the site. Mitigation Figures are attached to this application.
Other Required Authorizations
This notice and all applicable materials are being forwarded to the appropriate State
agencies for review. The Corps will generally not make a final permit decision until the
North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State
2
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
certification required by Section 401 of the Clean Water Act (PL 92-500). The receipt of
the application and this public notice in the NCDWQ Central Office in Raleigh serves as
application to the NCDWQ for certification. A waiver will be deemed to occur if NCDWQ
fails to act on this request for certification within sixty days of the date of the receipt
of this notice in the NCDWQ Central Office. Additional information regarding the Clean
Water Act certification may be reviewed at the NCDWQ Central Office, 401 Oversight
and Express Permits Unit, 2321 Crabtree Boulevard, Raleigh, North Carolina 27604-2260.
All persons desiring to make comments regarding the application for certification under
Section 401 of the Clean Water Act should do so in writing delivered to the North Carolina
Division of Water Quality (NCDWQ), 1650 Mail Service Center, Raleigh, North Carolina
27699-1650 Attention: Ms Cyndi Karoly.
Cultural Resources
The consultant has reviewed the latest published version of the National Register of
Historic Places and found no registered properties, or properties listed as being eligible
for inclusion therein located on the property.
Endangered Species
The consultant has reviewed the project area and the latest North Carolina Natural
Heritage Database and found no threatened or endangered species that occur within the
project area. Based on this available information, the consultant has determined pursuant
to the Endangered Species Act of 1973, that the proposed project will have no effect on
federally listed endangered or threatened species or their formally designated critical
habitat.
Thank you for your time and consideration and please call me at [phone] with any
questions that you may have.
Best regards,
Chris Huysman
Cc: NC DWQ, Attn: Ms. Cyndi Karoly
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710 - 0003
(On-Line Version of Form 33 CFR 325) Expires April 30, 2008
The public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or less.
This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the
collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this
burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710.0003), Washington, DC 20503. Respondents should be
aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a
currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District
Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC
1413, Section 103. Principal Purpose: These laws require authorizing activities in, or affecting navigable waters of the United States, the discharge or fill material into
waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on this form
will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If information is not provided, however, the permit
application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the
proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the
location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) • Required Field
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED

(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
Salutation First Name Middle Initial Last Name Suffix Salutation First Name Middle Initial Last Name Suffix
Mr.
I Bobby Pifer
Mr. Christopher =1 Huysman
Title Representing (Organization) Title Organization
Carolina Golf Club, Inc. Principal WNRC
6. APPLICANTS ADDRESS 9. AGENTS ADDRESS
Street Line 1 PO Box 668023 Street Line 1 PO Box 1492
Street Line 2 Street Line 2
`City Charlotte State NC Zip 28266 Ciry Sparta State NC Zip 28765
Use Guide to Add/View Additional Applicants
7. APPLICANTS PHONE NOs. W/AREA CODE, FAX, E-MAIL 1 0. AGENTS PHONE NOs. W/AREA CODE, FAX, E-MAIL
Residence 704-372.1824 Business 704-392-6363 Residence Fax
Fax E-Mail Business 336-406.0906 E-mail chris.huysman@wetland-con
it. STATEMENT OF AUTHORIZATION
hereby authorize, I V. to act in my behalf as my agent in the processing of this application and to furnish, upon
request, supplemental information in support of this permit application.
APPLICANTS SIGNATURE DATE
No signature required on applications submitted electronically, however, if you print, please sign and mail.
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Carolina Golf Club Irrigation Pond

13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Watershed Catawba (HUC 03050103) Street Line 1 2415 Old Steele Creek Rd
Waterway UT to Irwin Creek Street Line 2

Lake Ci State Zi
15. LOCATION OF PROJECT Charlotte NC 28266
County Mecklenburg County State NC
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, Lat/Lon, and/or Accessor's Parcel Number, for example
W1 Latitude 135.2154N D UTM Northing Mile Section Sub Section
Longitude 80.8983 W UTM Easting Bank Township Meridian
UTM Zone Waterway Range Baseline
Other Location Descriptions East of Old Steele Creek Rd, and west of Donald Ross Road, approximately 2 miles west of 1-77 in Mecklenburg County, NC.
17. DIRECTIONS TO THE SITE
1-77S towards Charlotte, NC
Take US-74W for 2.5 miles
Turn Left on Old Steele Creek Rd.
ENG FORM 4345, Ju197 EDITION OF FEB94 IS OBSOLETE (Proponent CECW-OR)

18. Nature of Activity (Description of project, include all features)
Construction of 7.16acre irrigation pond. Impacts from earthen dam 167 feet with 18.5 cubic yards of clean fill material below high water.
Flooding imapcts total 1098 linear feet of channel. See also attached narratives.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Construction of an irrigation pond for a golf course. See also attached narratives.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
To construct an irrigation pond with an earthen dam to supply 24,000,000 gallons of water. Per attached narritave
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
18.5 cubic yards clean fill material suitable for embankment (earthen material). Per attached narritave
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Area Units Gross Area
1 0.145 :J I Acres Other Waters
Comments
Heavy equipment, including graders, pan scrapers, excavators, bull dozers, etc. will be used in the construction of the dam. Use Guide to View/Add
Another Surface Area
23. Is Any Portion of the Work Already Complete? Yes F] No IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody
Salutation First Name Middle Initial Last Name Suffix
Street Line 1 ""Multiple Entries, See Attachment""
Street Line 2
city State Zip
Use Gulde to View/Add Another Adjoining Property
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
NCDLO Dam Safety & Erosion Cntr To Be Processed
Use Guide to View/Add Another Certification
'Would include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete
and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duty authorized agent if the statement
in Block 1 t has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies,
conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any
false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more
than five years or both.
ENG FORM 4345, Ju197 EDITION OF FEB94 IS OBSOLETE (Proponent CECWOR)
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80.916666 W 80.900 0 004 W 180-883 333 ° W
Name: CHARLOTTE WEST Location: 035.2183335°N 080.8990908°W
Date: 6/28/2006
Caption: Carolina Golf Club
Scale: 1 inch equals 2000 feet Irrigation Pond
Copyright (C) 1998, Maptech, Inc.
Tracks
Name: Carolina Golf Property
Distance: 2 miles, 1607 feet
Area: 175.848 acres
0.274 sq. miles
Log Points: 15
Name: carolina golf club pond
Distance: 2364 feet
Area: 6.374 acres
0.009 sq. miles
Log Points: 17
Mecklenburg County Real Estate System
Page 1 of 2
Mecklenburg County, NC POLARIS
Property Ownership Land Records Information System
Adjoining Owner's Report
Buffer Distance: 1 Feet
5/26/2006 4:43:03 PM
Click Here to Open Owner's List Comma-Delimited

X11705101 \ ?, l

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11? 804
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This map is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats,
tax maps, surveys, planimetric maps, and other public records and data. Users of this map are hereby notified that the
aformentioned public primary information sources should be consulted for verification. Mecklenburg County and its mapping
contractors assume no legal responsibility for the information contained herein.
Parcel Owner Mail In
Legal
eed Deed Land
City State ZIP
ID Name Addre s ?? Description Pa a Area
[Book
R
11705101 HOL
S 1115 EAST CHARLOTTE NL1 &2 M24-513 18832 F360][ 9.361
MOREHEAD ST AC
LLC
CAROLINA B2
L6
63
2
7

PO BOX 668023 CHARLOTTE NC 28266
11706137 GOL
11268 249
F CLUB
NC
AC
&PM3--561
JOHN MILLER
SPARKS AND 3323 SHELBY
11706141 MYRTLE G RD LAWNDALE NC 28090 N/A HEE
SPARKS
11706142
I CAR GO F COL IN NC PO BOX 668023 CHARLOTTE NC 28266 M332-463 17931 538 4AC4
1113 F
NATHANIEL
2425 L15 85 M2095
HALL AND
11708101 WESTHAMPT
ON CHARLOTTE NC 28208 469 2425 03759 370 1 LT
FLORENCE B
DR
WESTHAMP
HALL
TOM HEIRS 2566 HEMPHILL L19B1M332-380
11708132 MCDOWELL ST CHARLOTTE NC 2566 HEMPHILL 0 AC
?28208 ?
ST
11708133 RREAOLTDS PO BOX 49305 CHARLOTTE NC 28277 L18 B8o 332- 09494 558 0 AC
&
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11708134 ASSOCIATES PO BOX 470086 CHARLOTTE NC 28247 17822 O AC
1 1 H L17 B8
332- ?:99:51
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0
NC
11708135 PATTERSON 1235 SOUIRE DR CHARLOTTE NC 28211 L16 B 80M3908898 711 0 AC
11708136 PARKER 8 FIRECREST CT DURHAM NC 27703 L75 B 80 332 16247 590 0 AC
L14 BI M332-
11708137 H1907 JSTNINGS CHARLOTTE NC 28216 38
0 HEM PHILL 01889 HE

F7 ,-
JOHNSON AND F2542 HEMPHILL ? I 1 28208- L13B1M332-380 FI F n
http://maps2.co.mecklenburg.nc.uslwebsitelrealestatelAdjoiningOwners.asp?SelectedPid=117091... 5/26/2006

Mecklenburg County Real Estate System
11708138
SHEILA
JO
HN ON
1[
ST
CHARLOTTE
NC
6017
2542 HST PHILL
04925
720
11 0 AC
CHURCH
TRUSTEE
11708140 CHRISTIAN
MISSION
2400 WEST BV
CHARLOTTE
NC
28208
M332-347
05106
042
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BAPTIST AND %
REV. WALTER
11708199
11708401 WILLIAM KELLY S

JAMES C
CALDWELL 370 ELI'S WAY

2401
11WOODSHIREDR FORT MILL

CHARLOTTE SC

NC 29708

2
6055 M332-347

Lt B2 M9-235 18469 632

08071 244 1 LT

1 LT
11708402 STATON WOODSHIRE DR CHARLOTTE NC 28208 L2 82 M9-235 11653 671 I F LT
L382M9 235
11708403 SOL A JAFFA PO 80X 31873 CHARLOTTE NC 2887 2417
05936
H

E
3 WOO
DSHIRE
DR
LAVERNE 2210
11708404 H LSTO HEART
H
STONE GASTONIA NC 28056 L4 82 M9-235 10396 857 1 LT
HOBGOOD D
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11708405 BERNICE
MAYES PO BOX 668645 CHARLOTTE NC 28266 L5 82 M9-235 12671 741 1 LT
2145
GLORIA J DR
CHA E 28205 L6 B2 M2095 17142 988
?] LT
[1
JOHNSON 3617 469
11708407
HARRISON
WOODSH RE DR
CHARLOTTE NC
28208
L7 6246M2095
08579 541
1 LT
THOMAS P III

11708408
MOORE AND 3816
MOORELAND
CHARLOTTE
E
H
L8 B2 M2095-
14699 363
1 LT
M
R
O FARMS RD 469
OO
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11708409 ETTA D WATT WOODSH RE DR CHARLOTTE NC 28208 L9 B 46M?2095- 1 LT
MARTHA ABEL

11708410

AND JOHN 2533

Vy00DSHIRE DR

CHARLOTTE

NC [

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L70 B2 M295-

08831

515

1 LT
THOMAS
JR 469
Ll 81
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11708501 CLARA H
ROSEBORO 2620 GOLF
COURSELN CHARLOTTE NC [] H I
GOLF H H E
COURSE
D
11708502 WIINBOM COURSE
LN CHARLOTTE NC 28203 L2 81 M9 235 09542 669 1 LT

11708503 MELVAIN
COCHRANE 2608 GOLF
COURSELN CHARLOTTE NC F] H I L3 B1 GOLFS 03720 E l 1 LT
COURSE
ARLENE R

11708504 CAMPBELL AND 2600 GOLF
LUCIELLA COURSE LN CHARLOTTE NC 28208 L4 Bt M9 235 H E E
ROBINSON
11708505 AN H
ANET E L
2116 GOLF
OWENS CO
URSE LN CHARLOTTE NC 6003 L5 B1 M9 235 07886 358 1 LT
HALINA BURCH
AND ROXIE
11708506 BURCH
PATTERSON 14831 ASHETON
CREEK DR
CHARLOTTE
NC
28273
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19487
56
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AND SHERI
BURCH
RICKY L

11708507 SIMMONS AND
PHYLLIS D 2500 GOLF
COURSE LN
CHARLOTTE
NC
28208
L7 B1 M9 235
16655
374
:1L T
SIMMONS
11709101 CAROLINA
GOLF CLUB INC PO BOX 668023 CHARLOTTE NC 28266 NA 02237 106
? 129 '26
AC
Page 2 of 2
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Carolina Golf Club
Project Purpose and Need
Carolina Gold Club plans to construct a seven acre irrigation pond for the
purposes of watering the fairways and the putting greens. The pond must be
this size to provide 24 million gallons of water for the existing 70 acres of
turf.
The proposed pond is needed to hold a large enough volume of water to last
five to eight days in drought conditions, and still maintain adequate flow
downstream. Currently the two existing ponds located on the property do
not have the volumetric capabilities required for the necessary irrigation to
sustain live turf during drought conditions.
Currently Carolina Golf Club has two small ponds located on the property for
the purposes of irrigation. These ponds are shallow, and do not hold the
volume of water required for the necessary irrigation to maintain fairways
and greens on the golf course, during the late summer months, and drought
conditions. The primary source of water for the ponds is ground water. The
groundwater discharge into the pond is not adequate to maintain suitable
pond levels for pumping. Based on statements from the applicant, it only
takes three nights of normal irrigation in drought like conditions for the
lower pond to be drained beyond use. Currently during periods of low rainfall
or no rainfall for several weeks in a row, the ponds have to be refilled
through the use of city water, bought from the city of Charlotte. Buying city
water is not an economically feasible option.
The golf course is just over eighty years old. The course has been relatively
unchanged in those eighty years. The course is now attracting fewer and
fewer players due to lack of changes, which in turn, takes an economic toll on
the club. During the late summer months and in drought conditions, the
course receives many complaints about the two existing ponds being drawn
down to aesthetically unpleasing levels. A larger pond with a large surface
area and larger volume, such as the proposed irrigation pond, would not show
the effects of irrigation pumping as bad, thus making the aesthetics of the
course more pleasing.
Carolina Golf Club
Avoidance and Minimization
The proponents have looked to find alternate means to avoid building a new
pond. None of the other options looked at are feasible for the purposes of
the needed irrigation. Not only are the other options not feasible for
irrigation, they are not economically practical.
One of the options considered was dredging the ponds out to a deeper
depth, thus increasing the volume. Based on the opinion of a hydrogeologist
the underground water supply is not sufficient to keep the ponds full. Even
of this were possible it would take a more powerful pump to retrieve water
from the greater depths. The cost of buying new pumps and the increased
energy does not make this option cost efficient nor aesthetically pleasing to
the members using the course when they are drawn down for irrigation.
Another alternative that was reviewed and found unacceptable was creating
an off line pond in the low area near the location of the proposed pond. This
alternative would not provide the needed volume since only 4 acres of low
area is available. Theoretically, a dyke could be built along the banks of the
stream and across the lower end of high ground, creating pond in high ground
but the volume the volume cannot be achieved.
An alternative that has been utilized and is not cost efficient nor
responsible is the use of city water to keep the irrigation ponds full. On
average, $30,000 to $35,000 dollars is spent each year to buy water from
the City of Charlotte. In year 2002, during the drought, roughly $45,000
was used to buy water from the city. One particular time, pumps ran fifty-
four hours and pumped $10,000 worth of potable water into the ponds. With
the water restrictions Charlotte places during summer months and drought
conditions, it is unclear how much longer they will allow the use of city water
for irrigation purposes. From the prospective of the golf course
management, they need the water in order to maintain live turf and to stay
open for business, but do not want to be depriving the City of Charlotte of
water during dry times.
Carolina Golf Club
Mitigation Proposal
Summary:
The proponent is requesting a mitigation ratio of 1:1 for the flooding impacts
and a 2:1 ratio for the filling impacts. Wetlands and streams not impacted
by the proposed development as well as those areas restored and created
under this proposal will be preserved under a permanent restrictive covenant
in the spirit of the Corps guidelines dated August 2003.
Stream Mitigation:
Stream impacts can be separated into two separate classes that merit
differing mitigation ratios based upon the effect of the discharge and
subsequent flooding. Impacts resulting from the construction of the
impoundment result in a permanent loss of waters while impacts associated
with flooding result in a net increase in regulated Waters of the US.
The dam incorporates design elements that ensure that water quality will be
protected through a low-flow cool-water / aerating discharge.
A final mitigation plan showing structures and their locations will be
submitted to the Corps within 30 days of the issuance of the permit. The
attached figures show the preliminary location of the reaches to be
mitigated. Preliminary studies indicate that there are approximately 2080
linear feet of restoration potential disbursed amongst 5 stream reaches.
Onsite Mitigative Treatments and Restoration Plan
Within 90 days of the approval of the restoration plans the applicant will
provide to the US Army Corps of Engineers a plat that depicts the
preservation areas and the restrictive language.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Carolina Golf Club Date: 4/24/06
Applicant / Owner: CGC County: Mecklenburg
Investigator: Huvsman, Blackburn State: North Carolina
Do normal circumstances exist on the site? Yes ® No E] Community ID:wetand
Is the site significantly disturbed (Atypical situation)? Yes El No ® Transect ID:
Is the area a potential problem area? Yes ? No ® Plot ID:DF2
(explain on reverse If needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Juncus sp FACW herb 9.
2. Fescue FAC herb 10.
3. Po/ygonum saggitatum FAC herb 11.
4. Rosa multiflora FACU shrub 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 5010
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ? Inundated
? Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: n/a (in.) Secondary Indicators:

Depth to Free Water In Pit:n/a in.) ® Oxidized Roots Channels in Upper 12"
? Water-Stained Leaves

Local Soil Survey Data
?
Depth to Saturated Soil: n/a n,
(i) ?FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
page 2 DF2
Map Unit Name
(Series and Phase): Chewacla Drainage Class: Somewhat poorly drained
Taxonomy (Subgroup): (Ch) Fluvaquentic Dystrochrepts Confirm Mapped Type? Yes ? No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (_Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0_8 A 5Y 5-4 / clay loam
8-12 B 7.5YR 5/6 2.5Y 6/6 common/faint loam

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain In Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No
Wetland Hydrology Present? Yes ? No
Hydric Soils Present? Yes ? No
Is the Sampling Point
Within a Wetland? Yes ? No
Remarks:
USACE AID#_
DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET ,:.
Provide the following information for the stream reach under assessment:
1. Applicant's name: eo-v "CA. (low 2. Evaluator's name: 1,hmsv v,.
3. Date of evaluation: MC&xCln 7-Qb 4 4. Time of evaluation: l 1 : c!D
5. Name of stream: Ut- L?Gt? %" 6. River basin: GIP..T-
7_ AnnrnYlmntPdrninnoPnrPn- 1cf-n It Qf...- -1- ,Ir0
9. Length of reach evaluated: 10. County: Mta
11. Site coordinates (if known): pr efer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312): Longitude (ex. -77.556611):
Method location determined (circle): UPS Topo Sheet Onho (Aerial) Photo/GIS Other GIs Other
13. Location of reach under evaluati n (note nearby roads and landmarks and attach map identifying stream(s) location):
tso 0 ^*^ v q&-o - yr ?.? ? kC
14. Proposed channel work (if any):.
>A
LX, j G
15. Recent weather conditions: K.
16. Site conditions at time of visit:-
17. Identify any special waterway cl ssifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters _Outstandin Resource Waters _Nutrient Sensitive Waters -Water Supply Watershed (1-IV)
18. Is there a pond or lake located up stream of the evaluation point? Y S NO If yes, estimate the water surface area: L Ike-
19. Does channel appear on USGS q uad map? CJ NO 20. ocs channel appear on USDA Soil Survey? (fb NO
21. Estimated watershed land use: (0 % Residential IQ 1o Commercial _% Industrial _% Agricultural
10 % Forested _% Cleared / Logged 7(L% Other ( t! 0te
22. Bankfull width: 23. Bank height (from bed to top of bank):
24. Channel slope down center of st earn: -Flat (0 to 2%) -K _Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: _Straight -Occasional bends 'C Frequent meander -Very sinuous -Braided channel
Instructions for completion of w rksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream lassification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the r ange shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the wor sheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated ue to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are bvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be di% ided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 4- Comments: 9-aP11A,AtJ A,eLzip, ?Z???a1?1
YL?-lJ .

Evaluator's Signatu Date
This channel evaluati orm is i tended tc b use only as a guide to assist landowners and environmental professionals in
gathering the data required byt e United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resultin from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or req irement. Form subject to change- version 06/03. To Comment, please call 919-876-8441 x 26.
1
i
STRE M
QUALITY ASSESSMENT WORKSHEET
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I Presence of flo / persistent pools in stream =
Z,? no flow or saturati n = 0• strop flow = max points) 0 - 5 0
4 0 - 5
xz 2 Evidence o past human alteration

1 s
extensive alteratio
- 0• no alteration = max points) 0- 6 0- 5 0- 3
+µi2
3 parian.zone
.: no buffer = 0• cont ous wide buffer = max. points 0 - 6 0 - 4 0 - 5
4 Evidence of nu rient or chemical discharges

extensive discharge
; = 0` no discharges = max points) 0-5 .0-4 0 -4
5 Grou dwater discharge

no discharge = 0• s rin
s secs wetlands etc. = max points) 0-3 0-4 0-4
6 Presence fadjacent floodplain

no flood lain = 0•
tensive flood lain = max rots 0-4 0-4 0-2 3

7 Entrench cat/ flood plain access
(deeply entrenched - 0 uent flooding = max rots 0-5 0-4 0-2

$ Presene of adjacent wetlands
no wetlands = 0• lar c adjacent wetlands = max points) 0-6 0-4 0-2
O
?. 9 C1

(extensive channelizati annel sinuosity

n =0, natural meander= max points)
0-5
0-4
0-3-
10 S dimeutInput 0-5 0-4 6=4
extensive de osition= • little or no sediment = max points) .

11 Size & diveisi of channel bed substrate
0 - 4
: 0 - 5
fine homogenous = tare diverse sizes = max points =?£5 Z
12 Evidence of c annel incision or widening

(deeply incised = 0
table bed & banks = max points) 0-5 0-74. 0 - 5 ` .
Z
13 Presence fmajor bank failures

severe erosion= 0• n
erosion stable banks = max points) 0=5 0-5 0-5 .
' : 14 Root dept and density on banks .0-3 0-4 0-5

no visible roots - 0• d
nse roots throughout = max points) '

15 Impact by agricultur , livestock, or timber production
'
.
substantial im
=0• no evidence = max oints 0-5 0-4 0 - 5'o O
rA' ,
r
16 Presence of rifll pool/ripple-pool complexes
no rifTles/riles or Is = 0• well-devc1oped = max points) 0 - 3 0 - 5 ' . 0 - 6
17 Ha
A little or no habitat - 0; itat complexity
uen varied habitats = max points 0-6 0-6 0-6
18 Canopy erageover streambed
0 - 5
0 - 5
0 _ 5
no shading vegetation 0• continuous canopy = max points

19 Subst ate embeddedness
..
deeply embedd d = 0 loose structure = max *y'?t 0-4. 0 - 4
20 Presence of'stre m invertebrates (see page 4)

no evidence = 0• com

on numerous types = max points) 0 -4 0 - 5 0-5
Z
21 Prese ce of amphibians
no evidence = 0• com on numerous types = max Points 0 - 4 0 - 4. 0 - 4 2
22' P senceof fish

no evidence = 0 com
on, numerous types = max points) 0-4 0-4 0,4. Z
Evid
23 nee of wildlife use

no evidence = 0• a
undant evidence
= max points)
0-6 0-5
.
0-5 Z

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I

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL 110.0710 - 0003
(On-Line Version of Form 33 CFR 325) Expires April 3D, 2008
The public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or less.
This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the
eol,eclion of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this
burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
lilts Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be
j aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a
currently valid OP,AD control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District
Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC
1413, Section 103. Principal Purpose: Those laws require authorizing activities in, or affecting navigable waters of the United States, the discharge or till material into
waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on this form
will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If Information is not provided, however, the permit
application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the
proposed activity must be attached to this application (sea sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the
location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) ' Required Field
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED

(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
Salutation First Name Middle Initial Last Name Suffix Salutation First Name Middle Initial Last Name Suffix
Mr. Bobby Pifer Ir
l , Mr. Christopher A ?Huysmart
i I[
?
]
--
_.
._ _. -
Title Representing (Orga
niz
alion)
- ..__....-._---
..
Title Organization
_
_
Carolina Golf Club Inc
I
?___ - - - -I -- - -- __ ._ .._._ ............ ..... I

Principal VJNRC
I ... _ - -_ 11 - -1 ?- --- -- __ __ _ I
6. APPLICANTS ADDRESS 9. AGENTS ADDRESS
Street Line i PO Box 6f 8023 ( Street Line i f PO Box 1492
Street Line 2
I Street Line 2
_
"Cty Charlotte -r =State NC x28266-- - -,1 City (Sparta - -] State INC 1 Zip 8765 -?
Use Guide to Add/View Additional Applicants
7. APPLICANTS PHONE NOs. WIAREA CODE, FAX, E-MAIL 10. AGENT'S PHONE NOs. W/AREA CODE, FAX, E-MAIL
Residence 704-372-1824 Business 704.392.6363 Residence l Fax
Fax E Mail
_?. -...... ....._... .. - - Business 336 406-0906 ) E-mail Chris huysman@wetiand•con
-- ------.J I _
11. STATEMENT OF AUTHORIZATION
1 hereby authorize, to act in my bohalf as my agent in the processing of this application and to furnish, upon
request, su tormaIfo rt of this rmiI application.
APPL S SI ATUR DATE

No signature req:ired o^ appGcatiens s rni;kd e:ectrc. ai'p, hcrrov:r, it ) ou pint, pi e ;n and rr
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
I 12. PROJECT NAME OR TITLE (sea instructions)
I Cazolina Golf Club Irrigation Pond
-.__...-_--_---.-_-..-_-._---__-_----.-_-_.__.--.-.._--_.. .__._.._---._•---__._.__._..._-_._-._..__
13. NAME OF WATERBODY, IF KNOWN (it applicable) 14. PROJECT STREET ADDRESS (if applicable)
Watershed Catawba (NUC 03050103) Street Line 1 12415 Old Steele Creek Rd
Waterway UT to Irwin Creek l Street Line 2 I - -
Lake City State Zip
15. LOCATION OF PROJECT Charlotte i 28266

County Mecklenburg County
Stale NC

--------
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, Lat/Lon, and/or Assessors Pa rcel Number, for e xample
V latitude 35 2154 N
(. UTM Northing Mile
Soction

Sub Section --
Longitude 816983 W
UTM Easting Bank Township
Meridian
UTM Zone I Waterway Range
---L._....__...---------.
_ Baseline i
Other Location Descriptions East of Old
Sioele Crook Rd, and west of Donald Ross Road, approximately 2 miles west of 1 -77 in Meckle nburg County, NC.
,17. DIRECTIONS TO THE SITE
.._-_------
-
_
I.77S towards rlotte, NC - _ _ ... _ __.. _.. _ ..... _ I
Cha
Take US-74W for 2.5 miles 1
Turn Loft on Old Steele Creek Rd.
E14G FORM 4345. Jui97 EDITION OF FE1394 IS OBSOLETE
(Proponent CECW-OR)

W U
JUL 1 9 2006

D SIAV WTLWAt,TNTER 6RANCH
t
4 '

18. Nature of Activity (Description of project, include all features)
Construction of 7.16acre irrigation pond. Impacts from earthen dam 167 feet with 18.5 cubic yards of clean (ill material below high water.
Flooding imapcts total 1098 linear feet of channel. Sao also attached narratives.
19. Project Purpose (Describe the reason or purpose of the project, see Instructions)
.,..__.._........_......._......__.._..__...__._____.._..-_._-
-..-_...... __........_..-._.-_..__..._._..____. ___.._--.__...?___._...._..
Construction clan irrigation pond for a golf course. See also attached narratives.
USE BLOCKS 20-221F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
To construct an Irrigation pond with an oarUton dam to supply 24,000,000 gallons of water. Por attached narritave
21. Typo(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
- - _._..
18.5 cubic yards clean fill material suitable for embankment (earthen material). Per attached narrilavo
f I'
l - ----......._ .
22. Surface Area In Acres of Wetlands or Other Waters Filled (see instructions)
Area Units Gross Area
0.145 Acres Other Waters
Comments
_-__....... _ -_.....__..__._...--.._...--- ---..._ ------ ._....-------_.........-----------.......
Heavy equipment, Including graders, pan scrapers, excavators
bull dozers
etc. will bo used in the construction o1 the dam
----- --- •--- ------
,
,
.
so Guido to View/Add
-?
Another Surface Area
23. Is Any Portion of Uto Work Already Complote7 Yes [? fJo IF YES, DESCRIBE THE COMPLETED WORK
l
24. Addresses of Adjoining Property Owners, Lessees, Eta, Whose Property Adjoins the Watorbody
Salutation First Name Middle Initial Last Name Suffix

Streot Lino 1 h Multiplo Entries, See Attacfu»ant
Street Lino 2 1
City state Zip
.......
--
Uso Guide to View/Add Another Adjoining Property
r!
25. List of Other Certifications or ApprovaWDenials Received from other Federal, State, or Local Agencies for Work Described In This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
NCDLO Dam Safely & Erosion Cntr 1To Be Processed l I_.. _ 1 - _
I-Use Guide to View/Add Another Certification l
'Would Include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete
and accurate. I fu oceert' I pas ss the authority to undertake Ute work described herein or am acting as the duty authorized agent of the applicant.
FA (CANT DATE ?7?/ SIGNATURE OF AGENT DATE
-'-Cy,
The application must be signed by the pers n who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement
in Block 11 has been tilled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies
conceals, or covers up any trick, scheme, or disguises a material fact or makes any false. fictitious or fraudulent statements or representations or makes or uses any
false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more
than live years or both.
ENG FORM 4345, Jut97 EDITION OF 1`E894 IS OBSOLETE rPrnnnn-r rFrw_
?I

Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
r-+t? -r •ri •.
June 28, 2006
US Army Corps of Engineers
Attn: Ms. Amanda Jones
151 Patton Ave, Rm. 208
Asheville, NC 28801
Ms. Jones:
Attached is an application for an individual permit to construct an irrigation pond within
the Carolina Golf Club. All of the following information is available in digital format and
will be forwarded to you upon your request.
Applicant Carolina Golf Club, Inc.
Attn: Mr. Bobby Pifer
PO Box 668023
Charlotte, NC 28266
Agent Wetland and Natural Resource Consultants
Attn: Mr. Chris Huysman
115 Atwood Street, Suite 407
Sparta, NC 28675
Location
The project, a proposed 24 million gallon irrigation pond (7.16-acre), is located within the
Carolina Golf Course, an approximately 171.5 acre piece of property that is located east of
Steele Creek Rd, and west of Donald Ross Road, approximately 2 miles west of I-77 in
Mecklenburg County, NC. Coordinates (in decimal degrees) for the site are 35.2154°
North, 80.8983° West. The site contains an unnamed tributary to Irwin Creek in the
Lower Catawba River Basin (8-Digit Cataloging Unit 03050103).
Existing Site Conditions
The land use in the area surrounding the project is commercial and residential. The land
use on the project site is a recreational golf course comprised of fairways, greens and
tees. The site contains two ponds that are upstream of the proposed pond and a tributary
that runs in to Irwin Creek. The unnamed tributary drains to Irwin Creek approximately
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
0.7 miles downstream of the proposed dam site. Specifically, the pond will be located
within an area that has been recently timbered; the timbering allows for a new golf hole to
cross in the vicinity of the proposed pond.
Applicant's Stated Purpose
As stated by the applicant, the purpose of the project is to provide an irrigation pond with
a volume of 24 million gallons to maintain existing greens, tees, and fairways.
Project Description
The irrigation pond will allow for the facility to have a sustainable water source for the
approximately 70 acres of turf. Based on acceptable industry standards a golf course of
this size requires 630,000 gallons per day during dry periods. This total volume is based
on a daily requirement for 9,000 gallons per acre in consideration of an evapo-
transporation rate of 0.20 inches per day with. The irrigation pond will eliminate the need
for the applicant to purchase potable water from the City of Charlotte.
Site constraints limit the placement of the pond to the proposed location. In order to
achieve the volumes needed for the project the pond must be 7 acres in size and must be
an average of 10 feet deep. No high ground alternatives provide adequate volume for the
required water.
Development of the site will require grading the proposed dam site, and filling necessary
to impound the stream. Heavy equipment, including graders, pan scrapers, excavators, bull
dozers, etc., will be used for the construction of the project. Completion of the proposed
project would require the construction of a dam embankment to impound water. The top
width of the dam is proposed to be 20 feet, and the side slope for the dam is proposed to
be 3:1. The proposed permanent impacts to stream channels resulting from the placement
of fill material associated with the dam totals 167 linear feet or 0.015 acres of stream
surface area. The proposed impacts resulting from flooding streams total 1800 linear feet
or 0.101 acres of stream surface area. Plans included with this notice show the overall
proposed site layout as well as details of the proposed dam.
The applicant proposes to mitigate for impacts to stream channels through onsite
restoration of 2080 linear feet of streams and preservation of 1000 linear feet of
streams on the site. Mitigation Figures are attached to this application.
Other Required Authorizations
This notice and all applicable materials are being forwarded to the appropriate State
agencies for review. The Corps will generally not make a final permit decision until the
North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State
2
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
certification required by Section 401 of the Clean Water Act (PL 92-500). The receipt of
the application and this public notice in the NCDWQ Central Office in Raleigh serves as
application to the NCDWQ for certification. A waiver will be deemed to occur if NCDWQ
fails to act on this request for certification within sixty days of the date of the receipt
of this notice in the NCDWQ Central Office. Additional information regarding the Clean
Water Act certification may be reviewed at the NCDWQ Central Office, 401 Oversight
and Express Permits Unit, 2321 Crabtree Boulevard, Raleigh, North Carolina 27604-2260.
All persons desiring to make comments regarding the application for certification under
Section 401 of the Clean Water Act should do so in writing delivered to the North Carolina
Division of Water Quality (NCDWQ), 1650 Mail Service Center, Raleigh, North Carolina
27699-1650 Attention: Ms Cyndi Karoly.
Cultural Resources
The consultant has reviewed the latest published version of the National Register of
Historic Places and found no registered properties, or properties listed as being eligible
for inclusion therein located on the property.
Endangered Species
The consultant has reviewed the project area and the latest North Carolina Natural
Heritage Database and found no threatened or endangered species that occur within the
project area. Based on this available information, the consultant has determined pursuant
to the Endangered Species Act of 1973, that the proposed project will have no effect on
federally listed endangered or threatened species or their formally designated critical
habitat.
Thank you for your time and consideration and please call me at [phone] with any
questions that you may have.
Best regards,
Chris Huysman
Cc: NC DWQ, Attn: Ms. Cyndi Karoly

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710 - 0003
(On-Line Version of Form 33 CFR 325) Expires April 30, 2008
The public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or less.
This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the
collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this
burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710.0003), Washington, DC 20503. Respondents should be
aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a
currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District
Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC
1413, Section 103. Principal Purpose: These laws require authorizing activities in, or affecting navigable waters of the United States, the discharge or fill material into
waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on this form
will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If information is not provided, however, the permit
application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the
proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the
location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) * Required Field
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED

(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
Salutation First Name Middle Initial Last Name Suffix
Mr. Bobby Pifer Salutation First Name Middle Initial Last Name Suffix
Mr. Christopher K
1 Huysman
Title Representing (Organization) -
Title Organization
Carolina Golf Club, Inc. Principal WNRC
6. APPLICANTS ADDRESS 9. AGENTS ADDRESS
Street Line 1 PO Box 668023 Street Line 1 PO Box 1492
Street Line 2
Street Line 2
City Charlotte State NC Zip 28266
-- City Sparta State NC Zip 28765
Use Guide I o Add/View Additional Applicants
7. APPLICANT'S PHONE NOs. W/AREA CODE, FAX, E-MAIL
Residence 704.372-1824 Business 704-392-6363 10. AGENTS PHONE NOs. W/AREA CODE, FAX, E-MAIL
Residence L
-71 Fax
Fax E-Mail -
Business 336.406-0906 E-mail chris.huysman@a wetland-can
11. STATEMENT OF AUTHORIZATION
hereby authorize to act in my behalf as my agent in the processing of this application and to furnish, upon
request, supplemental information in support of this permit application.
APPLICANTS SIGNATURE DATE
No signature required on applications submitted electronically, however, if you print, please sign and mail.
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Carolina Golf Club Irrigation Pond

13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Watershed Catawba (HUC 03050103) Street Line 1 2415 Old Steele Creek Rd
Waterway UT to Irwin Creek Street Line 2

Lake
Ci State zip
15. LOCATION OF PROJECT Charlotte -I NC 28266
County Meckienburg County State NO
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, Lat/Lon, and/or Accessor's Parcel Number, for example
W1 Latitude 35.2154 N ? UTM Northing Mile Section Sub Section
Longitude 80.8983 W UTM Easting Bank Township Meridian
UTM Zone Waterway Range Baseline
Other Location Descriptions East of Old Steele Creek Rd, and west of Donald Ross Road, approximately 2 miles west of 1-77 in Mecklenburg County, NO.
17. DIRECTIONS TO THE SITE
1-77S towards Charlotte, NC
Take US-74W for 2.5 miles
Turn Left on Old Steele Creek Rd.
ENG FORM 4345, Ju197 EDITION OF FE094 IS OBSOLETE (Proponent CECW-OR)

18. Nature of Activity (Description of project, include all features)
Construction of 7.16acre irrigation pond. Impacts from earthen dam 167 feet with 18.5 cubic yards of clean fill material below high water.
Flooding imapcts total 1098 linear feet of channel. See also attached narratives.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Construction of an irrigation pond for a golf course. See also attached narratives.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
To construct an irrigation pond with an earthen dam to supply 24,000,000 gallons of water. Per attached narritave
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
18.5 cubic yards clean fill material suitable for embankment (earthen material). Per attached narritave
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Area Units Gross Area
0.145 Acres Other Waters
Comments
Heavy equipment, including graders, pan scrapers, excavators, bull dozers, etc. will be used in the construction of the dam. Use Guide to View/Add
Another Surface Area
23. Is Any Portion of the Work Already Complete? Yes ? No IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody
Salutation First Name Middle Initial Last Name Suffix
Street Line 1 ""Multiple Entries, See Attachment""
Street Line 2 -?
city State Z
Use Guide to view/Add Another Adjoining Property
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
NCDLQ Dam Safety & Erosion Cntr To Be Processed
Use Guide to View/Add Another Certification
'Would include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete
and accurate. I further certify that 1 possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement
in Block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies,
conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any
false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more
than five years or both.
ENG FORM 4345, Ju197 EDITION OF FEB94 IS OBSOLETE (Proponent CECW-OR)
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180.916666 ° W I I I 80.900 000 ° W I 1 180.883 333-WI
Name: CHARLOTTE WEST Location: 035.2183335°N 080.8990908°W
6/28/2006 Date: Caption: Carolina Golf Club
Scale: 1 1 inch equals 2000 feet Irrigation Pond
Copyright (C) 1998, Maptech, Inc.
Tracks
Name: Carolina Golf Property
Distance: 2 miles, 1607 feet
Area: 175.848 acres
0.274 sq. miles
Log Points: 15
Name: carolina golf club pond
Distance: 2364 feet
Area: 6.374 acres
0.009 sq. miles
Log Points: 17
Mecklenburg County Real Estate System
Page 1 of 2
Mecklenburg County, NC POLARIS
Property Ownership Land Records Information System
Adjoining Owner's Report
Buffer Distance:1 Feet
5/26/2006 4:43:03 PM
Click Here to Open Owner's List Comma-Delimited
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This map is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats,
tax maps, surveys, planimetric maps, and other public records and data. Users of this map are hereby notified that the
aformentioned public primary information sources should be consulted for verification. Mecklenburg County and its mapping
contractors assume no legal responsibility for the information contained herein.
Parcel Owner Mailing City State ZIP Legal Deed Deed Land
ID Name Address ?? Descri tion Book Pa a Area
AC
COR LC GS 1115 EASTEF36o [9.3
CHARLOTTE NC 28204 Lt &2 M24-513 AC
11705101 HOLDINGS I MST ??
11706137 GO F COLUB NC PO BOX 668023 CHARLOTTE NC 28266 L6 &B2 M332-.3]
PM3-561 63 11268 249 2AC7
JOHN MILLER
SPARKS AND 3323 SHELBY
11706141 MYRTLE G RD LAWNDALE NC 28090 N/A
SPARKS IEEE
11706142 GO F CLUB WC PO BOX 668023 CHARLOTTE NC 28266 M332-463 17931 538 4AC4
NATHANIEL 2425 215 B5 M2095
11708101 HALL AND WESTHAMPTOfJ CHARLOTTE NC 28208 469 2425 03759 EE
FLORENCE B DR WESTHAMP
HALL
? TOM HEIRS 2566 HEMPHILL ?? 2 ST PH' ILL
11708132 MCDOWELL ST CHARLOTTE NC 28208 2566 566 HEMPHILL O AC
11708133 REYNOLDS PO BOX 49305 NC 2827
REALTY CHARLOTTE 7 218 880332 09494 558 0 AC
ASSOCIATES PO BOX 470086 NC 28247 O AC
? J NC& ?? ? [Ll7 8 80 332 H?
11708135 PATTERSON 1235 SQUIRE DR CHARLOTTE NC 28211 L16 880332 08898 711 0 AC
11708136 PARKER 8 FIRECREST CT DURHAM NC 27703 L15 880332- 16247 590 O AC
11708137 gGGINS 1907 JSTNINGS CHARLOTTE NC 28216 380 H STPHILL 01889 465 0 AC
I7NORMA
F7 JOHNSON AND 2542 HEMPHILL ??FIF
2
08- L13B1M332-380 FIFn
http://maps2.co.mecklenburg.nc.uslwebsitelrealestatelAdjoiningOwners.asp?SelectedPid=117091... 5/26/2006
Mecklenburg County Real Estate System
11708138
SHEILA HNSON
JO
ST
CHARLOTTE
NC
6017
2542 HST PHILL
04925
720
O AC
CHURCH
TRUSTEE
11708140 CHRISTIAN
MISSION 2400 WEST BV CHARLOTTE NC 28208 M332.347 05106 042 O AC
BAPTIST AND %
REV. WALTER
11708199 WILLIAM
KELLY S
370 ELI'S WAY
FORT MILL
SC
29708
M332-347
18469
632
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11708401
JAMES C
CA
LDWELL
IF 2401
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CHARLOTTE

NC
8208-
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11708402 RUDY
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11708403 SOL A JAFFA PO BOX 31873 CHARLOTTE NC 28 2417
H
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DR

11708404 GHO LSTO ONE
1HEARTHST GASTONIA NC 28056 L4 B2 M9-235 10396 8
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11708405 MAY SE PO BOX 668645 CHARLOTTE NC 28266 LS B2 M9 235 12671 741 1 LT

11708406 O CHAM
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WOOD CHARLOTTE NC 2361 L6 8
92095- 17142 988 1 LT
JOH
NSON D
R 7 4
11708407 FISOJR

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WOODSHRE DR
CHARLOTTE NC 282
08
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08579

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F LT
THOMAS P III

11708408 MOORE AND 3816

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CHARLOTTE

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BETTY 0 FARMS RD 469
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11708409 ETTA D WATT
1 2527 7 WOODSH RE DR
CHARLOTTE
NC
28208
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1 LT
MARTHA ABEL

11708410

AND JOHN 2533

WOODSHIRE DR

CHARLOTTE

[NC ]

Ed L10 82 M295-

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ll LT
THOMAS
JR 469
Ll B1 M9
11708501 CLARA H
ROSEBORO 2620 GOLF
COURSELN CHARLOTTE NC [] H I 0 676 I E
COURSE
11708502 DORIS D
WINBOM 2614 GOLF
COURSE LN CHARLOTTE NC 28203 L2 81 M9-235 09542 669 1 LT
3 B1 M9 235
L
11708503 MELVAIN
COCHRANE 2608 GOLF
COURSELN CHARLOTTE NC 28208 OLE
26 03720 E E
0 R
ARLENE R

11708504 CAMPBELL AND 2600 GOLF
CHARLOTTE
NC
28208
L4 81 M9 235
03200
054
1 LT
LUCIELLA COURSE LN
ROBINSON
11708505 ANTHANETT

I
E L

2116 GOLF

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OWENS 1
COURSE LN CHARLOTTE NC 601
3 L5 B1 M9-235 07886 F358 ] Fl LT
HALINA BURCH
AND ROXIE
11708506 BURCH
PATTERSON 14831 ASHETON
CREEK DR
CHARLOTTE
NC
28273
L681M9-235
19487
56
1 LT
AND SHERI
BURCH
RICKY L

11708507 SIMMONS AND
PHYLLIS D 2500 GOLF
COURSE LN
CHARLOTTE
NC
28208
L7 81 M9 235
16655
E
E
SIMMONS
11709101 CAROLINA
GOLF CLUB INC p0 BOX 668023 CHARLOTTE NC 28266 NA 02237 106 12
9.26
A
Page 2 of 2
http://maps2.co.mecklenburg.nc.us/website/realestate/AdjoiningOwners.asp?SelectedPid=117091... 5/26/2006
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ENGINEERING CONSULTING
SERVICES, LTD.
CALCULATION SHEET
PROJECT: r FIGURE NO.
CA P-O a /JA r n P- 4' C(
TITLE: JOB NO.
G .IZZ-40
SCALE:
BY: DATE: l APPROVED BY: DATE:
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Carolina Golf Club
Project Purpose and Need
Carolina Gold Club plans to construct a seven acre irrigation pond for the
purposes of watering the fairways and the putting greens. The pond must be
this size to provide 24 million gallons of water for the existing 70 acres of
turf.
The proposed pond is needed to hold a large enough volume of water to last
five to eight days in drought conditions, and still maintain adequate flow
downstream. Currently the two existing ponds located on the property do
not have the volumetric capabilities required for the necessary irrigation to
sustain live turf during drought conditions.
Currently Carolina Golf Club has two small ponds located on the property for
the purposes of irrigation. These ponds are shallow, and do not hold the
volume of water required for the necessary irrigation to maintain fairways
and greens on the golf course, during the late summer months, and drought
conditions. The primary source of water for the ponds is ground water. The
groundwater discharge into the pond is not adequate to maintain suitable
pond levels for pumping. Based on statements from the applicant, it only
takes three nights of normal irrigation in drought like conditions for the
lower pond to be drained beyond use. Currently during periods of low rainfall
or no rainfall for several weeks in a row, the ponds have to be refilled
through the use of city water, bought from the city of Charlotte. Buying city
water is not an economically feasible option.
The golf course is just over eighty years old. The course has been relatively
unchanged in those eighty years. The course is now attracting fewer and
fewer players due to lack of changes, which in turn, takes an economic toll on
the club. During the late summer months and in drought conditions, the
course receives many complaints about the two existing ponds being drawn
down to aesthetically unpleasing levels. A larger pond with a large surface
area and larger volume, such as the proposed irrigation pond, would not show
the effects of irrigation pumping as bad, thus making the aesthetics of the
course more pleasing.
Carolina Golf Club
Avoidance and Minimization
The proponents have looked to find alternate means to avoid building a new
pond. None of the other options looked at are feasible for the purposes of
the needed irrigation. Not only are the other options not feasible for
irrigation, they are not economically practical.
One of the options considered was dredging the ponds out to a deeper
depth, thus increasing the volume. Based on the opinion of a hydrogeologist
the underground water supply is not sufficient to keep the ponds full. Even
of this were possible it would take a more powerful pump to retrieve water
from the greater depths. The cost of buying new pumps and the increased
energy does not make this option cost efficient nor aesthetically pleasing to
the members using the course when they are drawn down for irrigation.
Another alternative that was reviewed and found unacceptable was creating
an off line pond in the low area near the location of the proposed pond. This
alternative would not provide the needed volume since only 4 acres of low
area is available. Theoretically, a dyke could be built along the banks of the
stream and across the lower end of high ground, creating pond in high ground
but the volume the volume cannot be achieved.
An alternative that has been utilized and is not cost efficient nor
responsible is the use of city water to keep the irrigation ponds full. On
average, $30,000 to $35,000 dollars is spent each year to buy water from
the City of Charlotte. In year 2002, during the drought, roughly $45,000
was used to buy water from the city. One particular time, pumps ran fifty-
four hours and pumped $10,000 worth of potable water into the ponds. With
the water restrictions Charlotte places during summer months and drought
conditions, it is unclear how much longer they will allow the use of city water
for irrigation purposes. From the prospective of the golf course
management, they need the water in order to maintain live turf and to stay
open for business, but do not want to be depriving the City of Charlotte of
water during dry times.
Carolina Golf Club
Mitigation Proposal
Summary:
The proponent is requesting a mitigation ratio of 1:1 for the flooding impacts
and a 2:1 ratio for the filling impacts. Wetlands and streams not impacted
by the proposed development as well as those areas restored and created
under this proposal will be preserved under a permanent restrictive covenant
in the spirit of the Corps guidelines dated August 2003.
Stream Mitigation:
Stream impacts can be separated into two separate classes that merit
differing mitigation ratios based upon the effect of the discharge and
subsequent flooding. Impacts resulting from the construction of the
impoundment result in a permanent loss of waters while impacts associated
with flooding result in a net increase in regulated Waters of the US.
The dam incorporates design elements that ensure that water quality will be
protected through a low-flow cool-water / aerating discharge.
A final mitigation plan showing structures and their locations will be
submitted to the Corps within 30 days of the issuance of the permit. The
attached figures show the preliminary location of the reaches to be
mitigated. Preliminary studies indicate that there are approximately 2080
linear feet of restoration potential disbursed amongst 5 stream reaches.
Onsite Mitigative Treatments and Restoration Plan
Within 90 days of the approval of the restoration plans the applicant will
provide to the US Army Corps of Engineers a plat that depicts the
preservation areas and the restrictive language.

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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Carolina Golf Club Date: 4/24/06
Applicant / Owner: CGC County: Mecklenburg
Investigator: Huysman, Blackburn State: North Carolina
Do normal circumstances exist on the site? Yes ® No E] Community ID:wctand
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes[-] No ® Plot ID:DF2
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Juncus sp FACW herb 9.
2. Fescue FAC herb 10.
3. Po/ygonum saggitatum FAC herb 11.
4. Rosa multitlora FACU shrub 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 50%
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ? Inundated
? Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations:
' ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: n/a (in.) Secondary Indicators:

Depth to Free Water in Pit:n/a in.) E Oxidized Roots Channels in Upper 12"
? Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: n/a (in.) ? FAC-Neutral Test
? Other (Explain In Remarks)
Remarks:
SOILS
page 2 DF2
Map Unit Name
(Series and Phase): Chewacla Drainage Class: Somewhat poorly drained
Taxonomy (Subgroup): (Ch) Fluvaquentic Dystrochrepts Confirm Mapped Type? Yes E] No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(Inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
00=8 A 5Y 5-4 / clay loam
8-12 B 7.5YR 5/6 2.5Y 6/6 common/faint loam

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking In Sandy Soils
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No
Wetland Hydrology Present? Yes ? No
Hydric Soils Present? Yes ? No
Is the Sampling Point
Within a Wetland? Yes ? No
Remarks:
USACE AID#_
DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: d wd" (low 2. Evaluator's name: I-hmsw?G.
3. Date of evaluation:- M(k&U\ WD G 4. Time of evaluation: l 1 :VV
5. Name of stream:- Vt- ZV-w ib%J 6. River basin: cAt -T-
7_Annrnvimntn?irninnornrpw IG71 2 Qrs..".,-1- -, N0
9. Length of reach evaluated: 10. County: t- kzr-
11. Site coordinates (if known): pr efer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312): Longitude (ex. -77.556611):
Method location determined (circle): 1 3PS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluati n (note nearby roads and landmarks and attach map identifying stream(s) location):
tdP q^4A 40+aP
14. Proposed channel work (if any):. F71 L?, i t0
15. Recent weather conditions: K.
16. Site conditions at time of visit:_ 12 01
17. Identify any special waterway cl ssifications known: -Section 10 -Tidal Waters Essential Fisheries Habitat
-Trout Waters _Outstandin Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (1-IV)
18. Is there a pond or lake located up stream of the evaluation point? Y S NO If yes, estimate the water surface area: ke
19. Does channel appear on USGS q uad map? (
J NO 20. oes channel appear on USDA Soil Survey? (?B NO
21. Estimated watershed land use: _
0 % Residential J Q% Commercial _% Industrial _% Agricultural
10 % Forested _% Cleared / Logged Z(L% Other ( CAdti°`
22. Bankfull width: 57 23. Bank height (from bed to top of bank):
24. Channel slope down center ofst cam: -Flat (0 to 2%) K Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: -Straight -Occasional bends NC Frequent meander -Very sinuous -Braided channel
Instructions for completion of w rkshect (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream lassification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the r ange shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the wor sheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated ue to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are bvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be di% ided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): -' Comments:-- 92A?Akzx"A, J A.6e1ZFt.
YL?ZJ .

Evaluator's Signatu
4 Date
This channel evaluatt or
1wsi e nded to b use only as a guide to assist landowners and environmental professionals in
gathering the data required byt e United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or req irement. Form subject to change - version 06103. To Comment, please call 919-876-8441 x 26.
1
STRE M
QUALITY ASSESSMENT WORKSHEET

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extensive alteratio
a 0• no alteration = max points) 0-6 0-5 0-5
3
• no buffer = 0• cunt parian.zone
ous wide buffer =.max. points)
0-6
0-4
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?r dischar
(extensive ge 0• no discharges = max points) 0-5 .0-4, 0-4-

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0-3
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0-4
no dischar e = 0• sprin gs, secs wetlands etc. = max points)
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6 Presence of adjacent floodplain
no flood lain = 0 tensive flood lain = max ints 0-4 0 - 4 0-2

7 Entrench ment / floodplaid access
(deeply entrenched - 0 frequent flooding = max points) 0-5 0-4 0-2

8 Prescnc of adjacent wetlands
ti no wetlands = 0• lar a ad•acent wetlands = max points) 0-6 0-4 0-2
O
9 C annel sinuosity 0-5 0-4 0-'3''

extensive channelizad
n = 0• natural meander = max points) Z
`
10 S dimentInput
0-5
0-4
l)=4
r, extensive deposition= • little or no sediment = ritax points) .
g?
zt` a 11 Size & diversi of channel bed substrate
7`
0
4-
5
_
fin homogenous • large, diverse sizes = max points siFt
r ,. rsf ;`
; ti - P- Z
'
12 Evidence of c annel incision or widening
'

(deeply incised = 0
table bed & banks = max points) 0-5 0-4. 0-5
.
Z.
13 Presence f major bunk failures

severe erosion = 0• n
erosion stable banks = max points) 0-5 0-5 0"5
i .• 14 Root dept and density on banks .0-3 0-4 0-5

no visible roots - 0• d
nsc ro
ots throw howl = max ints '
' 15 Impact by agricultur , livestock, or timber production

.
substantial imp
-0• no evidence = max points)
0 - 5
0-4
0 - 5, :. Q
16
Presence of rif(1
pool/ripple-pool complexes
-

no riflles/ri les or po(
Is = 0• well-developed = maX points) 0-3 0
5 0-6
17 Ha itatcomplexity 0-6 0-6 0-6
little or no habitat -.0; 1 uen varied habitats = max points)
18 Canopy erage overstmambed
0 - 5
0 - 5
0 5
no shading vegetation 0• continuous canopy = max points 1

19 Subst ate embeddedness
0 - 4
0 - 4
(deeply embedd d = 0• loose structure= max .

20 Presence of'stre m invertebrates (see page 4)
no evidence = 0• cam on numerous types = max points) 0 -4 0-5 0-5
Z
21 Prese ice of amphibians
'
'
no evidence = 0,'c on numerous types = max points
) 0-4 .0-4. 0-4
.
Z
22 ' P
no evidence = 0• com Bence of fish
on, numerous types = max points) 0-4 0-4 0-4.
Z.
23 Evid ace of wildlife use
no evidence = 0• undant evidence
3 max points) 0-6 0-5 , 0-5
!Y . . !?
• +?
4 ..1H .?i ?Kf J?t ?F ? ,?r??[ f `} y
fr
' ?J11 ya5. ?lr J
4, 4?' «
Y
? '?;'? r + µ^
_ f . .41
I-?A ?r ?? ?
Y. 4• A ? M
? M ii
!' ^ ?? ? ? t-
g
'i
0. y'...
Y
:w
17 .
.
,!
r •c
q
nese cnaracrensucs are not asses Iecl in coastal streams.
14V %
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL 140. 0710 - 0003
(On-Line Version of Form 33 CFR 325) Expires April 30, 2008
The public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or less.
This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the
collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this
burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be
1 aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of Information It it does not display a
currently valid OMB control number. Ploase DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District
Engineer having jurisdiction over the location of the proposed activity.
! PRIVACY ACT STATEMENT
1
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC
1413, Section 103. Principal Purpose: Those laws require authorizing activities in, or affecting navigable waters of the United States, the discharge or fill material into
waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses. Information provided on this form
will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If Information Is not provided, however, the permit
application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the
proposed activity must be attached to this application (sea sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the
location of the proposed activity. An application that Is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) " Required Field
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED

(ITELIS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
Salutation First Name Middle Initial Last Name Suffix Salutation
First Name Middle Initial Last Name Suffix

Mr. Bobby Pifer _
_
• --Mr. _
Christopher A Huysman
Title Representing (Organization) 7i11e Organization
._ Carolina Golf Club, Inc
_.___. Principal VJNRC
(?? L _--.- ____
6. APPLICANTS ADDRESS 9. AGENTS ADDRESS
Streat Lfno 1 PO Box 668023 1 Street Una 1 PO Box 1492
Street Line 2 I I Str eat Llne 2

r- . .
Cy Charlotts State NC Zip 28266 Ciry Sparta State NC Zip 28765
c?- -
Use Guido to Add/View Additional Applicants
7. APPLICANTS PHONE NOs. WlAREA CODE, FAX, E-MAIL 10. AGENTS PHONE NOs. W/AREA CODE, FAX, E-MAIL
Residence 1704.372-1824 , Business 704.392-6363 Residence l Fax
Fax ?-
I E-Mail Business 1306-406-0906 E-mail (chris huysman©wetland-conJ
-
11. _ STATEMENT OF AUTHORIZATION
hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon
request, su formatio ort of this mil appl ;ca* tic,
APPL , SSII AT DATE
I L2?
tic signature require or, applications , miiteu si<ctra caPp, hc::ev2r, it you grin N;ee c: sl ,n a;,d rnaa.
NAME, LOCATION, A140 DESCIIIPTIO14 OF PROJECT OR ACTIVITY
I 12. PROJECT NAME OR TITLE (sea instructions)
Carolina Golf Club Irrigation Pond
--_ _ _ __ - --- ---- -- ------ -- ----- - - -- - ---___ _. l
13. NAME OF WATE•RBODY, IF KNOWN (it applicable) 14. PROJECT STREET ADDRESS (if applicable)
Watershed Catawba (HUC 03050103) Street Line 1 ;2415 Old Steele Creek Rd
Waterway UT to Irwin Creek Street Line 2
Lake
City State Z p

15. LOCATION OF PROJECT _
jCharlotte J NC 28266
- --- _ ....__..

?- - -` ?
County Mecklenburg County State
I NC - ---- L- -.... --- -
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, LaVLon, and/or Accessor's Pa rcel Number, for example
Latttude 35 2154 N i 7 _.._ ...-.
(. UTM Northing Mile Section _
Sub Section
Longitude 80 8983 W UTM Easting Bank
Township
Meridian
UTM Zone Waterway Range Baseline I
Other Location Descriptions Easl of Old Stoelo Crook Rd, and west of Donald Ross Road, approximately 2 miles west of 1-77 in Meckle nburg County, NC.
,17. DIRECTIONS TO THE WE
1-77S towards Charlotte, NC
(Take US-74W for 2.5 miles
Turn Leff on Old Steele Creek Rd.
ENG FORM 4345, Ju197 EDITION OF FEB94 IS OBSOLETE
(Proponent CEGW-0R)

........ ....... -- ..--- -- _..._._. ............ D
...... . _..._.... ._ _._ ...
JUL 1 9 2006
7 0 U I i?
GENR •'rYP,?ER QUALITY
VETLANDS A ) STOMVA.TER BRANCH
I
4 %

16, Nature of Activity (Description of project, include all features)
__----------- -_
Construction of 7.16acre irrigation pond. Impacts from earthen dam 167 foot with 18.5 cubic yards of clean fill material below high water.
1
Flooding imapcts total 1098 linear feet of channel. Sea also attached narratives.
k
19. Project Purpose (Describe the reason or purpose of lire project, see instructions)

? 'Construction clan irrigation pond for a golf course. See also attached narratve3.
I
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reasun(s) for Discharge
_-..__.------....----__ _...__......_.._._._..__._.-.__ -
Toconstruct an irrigation pond with an earthen dam to supply 24,000,000 gallons of water. Par attached narritavo
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
.........-__-.
18.5 cubic yards clean fill material suitable for embankment (earthen material). Per attached narrilavo
I
._...._._. ._.__.._..._.----_ ......... ...............
22. Surface Area in Acres of Wetlands or Other Waters Filled (sea instructions)
Area Units Gross Area
0.145 ( Acres J ? Other Waters
Comments
Hcavy equipment including graders, pan scrapers, excavators
bull dozers
etc
will be used in the construction of the dam
,
,
.
.
?U^o Guido to View/Add
L Another Surface Area
23. Is Any Portion of the Work Akcady Complete? Yes [-) No V. IF YES, DESCRIBE THE COMPLETED WORK

24. Addresses of Adjoining Property Owners, Lessees, Eta, Whose Property Adjoins the Watorbody
Salutation First Name Middla Initial Last Name Suffix

Street Lino 1 'Multiple Entrie, See Attachment
Street Line 2
Cr_ .._...._ State Zip
-.. .
Uso Guide to Viow/Add Another Adjoining Property
25. List of Other Certifications or ApprovaWDenials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
NCDLO Dam Safely & Erosion Cntr To Be Processed
Uso Guide to View/Add Another Corti c?ation
'Would include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete
and accurate. Ito eery I pus ss the authority to undertake Uto work described herein or am acting as the duly authorized agent of the applicant.
FA (CANT DATE SIGNATURE OF AGENT DATE
7-s -Q%
The application must be signed by the pens n who dosiros to undertake the piopaod activity (applicant) or it may be signed by a duly authorized agent if the statement
in Block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies,
conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any
false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be tined not more than $10,000 or imprisoned not more
than five years or both.
ENG FORM 4315, Ju197 EDITION OF FES941S OBSOLETE (Proponent CECW-OR)
J
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
a?lc
4 rA,, - :•
.:•.?• .!
June 28, 2006
US Army Corps of Engineers
Attn: Ms. Amanda Jones
151 Patton Ave, Rm. 208
Asheville, NC 28801
Ms. Jones:
Attached is an application for an individual permit to construct an irrigation pond within
the Carolina Golf Club. All of the following information is available in digital format and
will be forwarded to you upon your request.
Applicant Carolina Golf Club, Inc.
Attn: Mr. Bobby Pifer
PO Box 668023
Charlotte, NC 28266
Agent Wetland and Natural Resource Consultants
Attn: Mr. Chris Huysman
115 Atwood Street, Suite 407
Sparta, NC 28675
Location
The project, a proposed 24 million gallon irrigation pond (7.16-acre), is located within the
Carolina Golf Course, an approximately 171.5 acre piece of property that is located east of
Steele Creek Rd, and west of Donald Ross Road, approximately 2 miles west of I-77 in
Mecklenburg County, NC. Coordinates (in decimal degrees) for the site are 35.21540
North, 80.89830 West. The site contains an unnamed tributary to Irwin Creek in the
Lower Catawba River Basin (8-Digit Cataloging Unit 03050103).
Existing Site Conditions
The land use in the area surrounding the project is commercial and residential. The land
use on the project site is a recreational golf course comprised of fairways, greens and
tees. The site contains two ponds that are upstream of the proposed pond and a tributary
that runs in to Irwin Creek. The unnamed tributary drains to Irwin Creek approximately
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
0.7 miles downstream of the proposed dam site. Specifically, the pond will be located
within an area that has been recently timbered; the timbering allows for a new golf hole to
cross in the vicinity of the proposed pond.
Applicant's Stated Purpose
As stated by the applicant, the purpose of the project is to provide an irrigation pond with
a volume of 24 million gallons to maintain existing greens, tees, and fairways.
Project Description
The irrigation pond will allow for the facility to have a sustainable water source for the
approximately 70 acres of turf. Based on acceptable industry standards a golf course of
this size requires 630,000 gallons per day during dry periods. This total volume is based
on a daily requirement for 9,000 gallons per acre in consideration of an evapo-
transporation rate of 0.20 inches per day with. The irrigation pond will eliminate the need
for the applicant to purchase potable water from the City of Charlotte.
Site constraints limit the placement of the pond to the proposed location. In order to
achieve the volumes needed for the project the pond must be 7 acres in size and must be
an average of 10 feet deep. No high ground alternatives provide adequate volume for the
required water.
Development of the site will require grading the proposed dam site, and filling necessary
to impound the stream. Heavy equipment, including graders, pan scrapers, excavators, bull
dozers, etc., will be used for the construction of the project. Completion of the proposed
project would require the construction of a dam embankment to impound water. The top
width of the dam is proposed to be 20 feet, and the side slope for the dam is proposed to
be 3:1. The proposed permanent impacts to stream channels resulting from the placement
of fill material associated with the dam totals 167 linear feet or 0.015 acres of stream
surface area. The proposed impacts resulting from flooding streams total 1800 linear feet
or 0.101 acres of stream surface area. Plans included with this notice show the overall
proposed site layout as well as details of the proposed dam.
The applicant proposes to mitigate for impacts to stream channels through onsite
restoration of 2080 linear feet of streams and preservation of 1000 linear feet of
streams on the site. Mitigation Figures are attached to this application.
Other Required Authorizations
This notice and all applicable materials are being forwarded to the appropriate State
agencies for review. The Corps will generally not make a final permit decision until the
North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State
2
Wetland and Natural Resource Consultants
115 Atwood Drive, Ste 407
Sparta, NC 28675
certification required by Section 401 of the Clean Water Act (PL 92-500). The receipt of
the application and this public notice in the NCDWQ Central Office in Raleigh serves as
application to the NCDWQ for certification. A waiver will be deemed to occur if NCDWQ
fails to act on this request for certification within sixty days of the date of the receipt
of this notice in the NCDWQ Central Office. Additional information regarding the Clean
Water Act certification may be reviewed at the NCDWQ Central Office, 401 Oversight
and Express Permits Unit, 2321 Crabtree Boulevard, Raleigh, North Carolina 27604-2260.
All persons desiring to make comments regarding the application for certification under
Section 401 of the Clean Water Act should do so in writing delivered to the North Carolina
Division of Water Quality (NCDWQ), 1650 Mail Service Center, Raleigh, North Carolina
27699-1650 Attention: Ms Cyndi Karoly.
Cultural Resources
The consultant has reviewed the latest published version of the National Register of
Historic Places and found no registered properties, or properties listed as being eligible
for inclusion therein located on the property.
Endangered Species
The consultant has reviewed the project area and the latest North Carolina Natural
Heritage Database and found no threatened or endangered species that occur within the
project area. Based on this available information, the consultant has determined pursuant
to the Endangered Species Act of 1973, that the proposed project will have no effect on
federally listed endangered or threatened species or their formally designated critical
habitat.
Thank you for your time and consideration and please call me at [phone] with any
questions that you may have.
Best regards,
Chris Huysman
Cc: NC DWQ, Attn: Ms. Cyndi Karoly
3
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710 - 0003
(On-Line Version of Form 33 CFR 325) Expires April 30, 2008
The public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or less.
This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the
collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this
burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202.4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710.0003), Washington, DC 20503. Respondents should be
aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a
currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District
Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC
1413, Section 103. Principal Purpose: These laws require authorizing activities in, or affecting navigable waters of the United States, the discharge or fill material into
waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on this form
will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If information is not provided, however, the permit
application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the
proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the
location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) * Required Field
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED

(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
Salutation First Name Middle Initial Last Name Suffix Salutation First Name Middle Initial Last Name Suffix
Mr. Bobby Pifer Mr. Christopher El Huysman
Title Representing (Organization) Title Organization
Carolina Golf Club, Inc.
U Principal WNRC
I-
- - --- ---- --- --- ---
6. APPLICANTS ADDRESS 9. AGENTS ADDRESS
Street Line 1 PO Box 668023 Street Line 1 PO Box 1492
Street Line 2 Street Line 2
.City Charlotte _ }State NC Zip 28266

Sparta State NC Zip 28765
I I
city
Use Guide to Add/View Additional Applicants
7. APPLICANTS PHONE NOs. W/AREA CODE, FAX, E-MAIL 10. AGENTS PHONE NOs. W/AREA CODE, FAX, E-MAIL
Residence 704-372-1824 Business 704-392-6363 Residence Fax
Fax E-Mail Business 336-406-0906 E-mail chris.huysman@wetland-con
11. STATEMENT OF AUTHORIZATION
i hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon
request, supplemental information in support of this permit application.
APPLICANTS SIGNATURE DATE
No signature required on applications submitted electronically, however, it you print, please sign and mail.
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE ( see instructions)
Carolina Golf Club Irrigation Pond

13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Watershed Catawba (HUC 03050103) Street Line 1 2415 Old Steele Creek Rd
Waterway UT to Irwin Creek Street Line 2

Lake Ci State Zi
15. LOCATION OF PROJECT Charlotte NC 28266
County Mecklenburg County State

NC
F
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, Lat/Lon, and/or Accessor's Parcel Number, for example
Latitude 35.2154 N UTM Northing Mile Section Sub Section
Longitude 80.8983 W UTM Easting Bank Township
Meridian
UTM Zone Waterway Range Baseline
Other Location Descriptions East of Old Steele Creek Rd, and west of Donald Ross Road, approximately 2 miles west of 1-77 in Mecklenburg County, NC.
17. DIRECTIONS TO THE SITE
1.77S towards Charlotte, NC
Take US-74W for 2.5 miles
Turn Left on Old Steele Creek Rd.

ENG FORM 4345, Ju197 EDITION OF FE894 IS OBSOLETE
(Proponent CECW-OR)
18. Nature of Activity (Description of project, include all features)
Construction of 7.16acre irrigation pond. Impacts from earthen dam 167 feet with 18.5 cubic yards of clean fill material below high water.
Flooding imapcts total 1098 linear feet of channel. See also attached narratives.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Construction of an irrigation pond for a golf course. See also attached narratives.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Ta construct an irrigation pond with an earthen dam to supply 24,000,000 gallons of water. Per attached narritave
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
18.5 cubic yards clean fill material suitable for embankment (earthen material). Per attached narritave
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Area Units Gross Area
0.145 Acres Other Waters
Comments
Heavy equipment, including graders, pan scrapers, excavators, bull dozers, etc. will be used in the construction of the dam. Use Guide to View/Add
Another Surface Area
23. Is Any Portion of the Work Already Complete? Yes [I No IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody
Salutation First Name Middle Initial Last Name Suffix
0 ( I0 0
Street Line 1 ""Multiple Entries, See Attachment-'
Street Line 2 F
City State Z?J
Use Guide to View/Add Another Adjoining Property
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
NCDLO Dam Safety & Erosion Cntr To Be Processed
Use Guide to View/Add Another Certification
'Would include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete
and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement
in Block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies,
conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any
false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more
than five years or both.
ENG FORM 4345, Ju197 EDITION OF FEB94IS OBSOLETE (Proponent CECW-OR)
1 80.916 666 ° W I 180.900 000 ° W 80.883333 ° W
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f ,GCIf *Od// t, })l?';q .? ,lo-„s '-' <?._.µ ?`I, J J1 i\,. / ?,. ' ; ( 11.11 ,uov rr?yl fmsr i1"?? V•
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80.916 666°W 80.900 000°W 80.883 333°W
Name: CHARLOTTE WEST Location: 035.2183335°N 080.8990908°W
Date: 6/28/2006
Caption: Carolina Golf Club
Scale: 1 inch equals 2000 feet Irrigation Pond
Copyright (C) 1998, Maptech, Inc.
Tracks
Name: Carolina Golf Property
Distance: 2 miles, 1607 feet
Area: 175.848 acres
0.274 sq. miles
Log Points: 15
Name: caroling golf club pond
Distance: 2364 feet
Area: 6.374 acres
0.009 sq. miles
Log Points: 17
Mecklenburg County Real Estate System
Page 1 of 2
Mecklenburg County, NC POLARIS
Property Ownership Land Records Information System
Adjoining Owner's Report
Buffer Distance:1 Feet
5/26/2006 4:43:03 PM
Click Here to Open Owner's List Comma-Delimited
v - ?11i05101 T??'y I +
_ y
11703101
J
J ?J
rl 111?^^rn?r
?71708f¢19.; .?
' i 11 8402
118i 04 i \r
I 10 11
1K8408 f y
- - l?io9iu dfi t \\ ,
? li 11708101 / 11706142
1 '
17081403
11709141
- 1170613 ?.•
This map is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats,
tax maps, surveys, planimetric maps, and other public records and data. Users of this map are hereby notified that the
aformentioned public primary information sources should be consulted for verification. Mecklenburg County and its mapping
contractors assume no legal responsibility for the information contained herein.
Parcel Owner Mailing City ZIP Legal Deed Deed Land
ID Name Address State Description
Book Pa a Area
CORP WGS 1115 EAST .361
11705101 HOLDINGS I MOREHEAD ST CHARLOTTE NC 28204 L1 82 M24-513 18832 360][9
AC
11706137 LIN 1 GOLF COLUB NC PO BOX 668023 CHARLOTTE NC 28266 L6 &B2 M332-4 PM3 561 63 11268 249]F
AC7
JOHN MILLER
SPARKS AND 3323 SHELBY
11706141 MYRTLE G RD LAWNDALE EH N/A 0SPARKS
11706142 GOLF COL IN WC PO BOX 668023 CHARLOTTE NC 28266 17931
M332-463 538 42.2
NATHANIEL 2425 L15 BS M2095
11708101 HALL AND WESTHAMPTON CHARLOTTE
HALL NC 28208 469 2425 03759 370 1 LT
FLORENCE DR WESTHAMP
HALL
11708132 TOM HEIRS 2566 HEMPHILL CHARLOTTE NC 28208 2566 ET PHILL 0 AC
MCDOWELL ST
11708133 REYNOLDS PO BOX 49305 CHARLOTTE NC 28277 1-18 B180M332 09494 558 0 AC
REALTY
11708134 ASSOCIATES PO BOX 470086 CHARLOTTE NC 28247 L17 B 80M332- 17822 995 0 AC
1-11 SON 1235 SQUIRE DR CHARLOTTE NC 28211 L16 B 80M332- 08898 711 0 AC
11708135 PATTER
11708136 GILBERT g FIRECREST CT DURHAM NC 27703 L15 B $OM332- 16247 590 0 AC
PARKER
11708137 HAGGINS 1907 JSTNINGS CHARLOTTE NC 28216 380 H STPHILL HH[OAC]
F7 JOHNSON AND 2542 HEMPHILL II 128208 FL13B1M332-380 F]F]F]
http://maps2.co.mecklenburg.nc.us/website/realestate/AdjoiningOwners.asp?SelectedPid=117091... 5/26/2006
Mecklenburg County Real Estate System
11708138
SHEILA HN ON
JO
ST
CHARLOTTE
NC
6017
2542 HST PHILL
04925
720
0 AC
CHURCH
TRUSTEE
11708140 CHRISTIAN
2400 WEST BV
CHARLOTTE
NC
28208
M332-347
05106
042
O AC
MISSION
BAPTIST AND %
REV. WALTER
11708199 WILLIAM KELLY S 370 ELI'S WAY FORT MILL SC 29708 M332-347 18469 632 1 LT
11708401 CALDWELL
2401
WOODS
HIRE DR

CHARLOTTE

NC

26055

L1 82 M9 235

08071

244

1 LT
11708402 RUDY
I WOODSHIRE 11 DR CHARLOTTE NC 28208 L2 82 M9-235 11653 671 ] EE
L3B2M9 235
11708403 SOL A JAFFA PO BOX 31873 CHARLOTTE NC 28 2417
05936
328
1 LT
873 WOO
SHIRE
DR
LAVERNE 2210
11708404 HOOLSTO HEARTHSTONE GASTONIA NC 28056 L4 62 M9-235 10396 857 1 LT

11708405 ERNIC PO BOX 668645 CHARLOTTE NC 28266 L5 82 M9 235 12671 741 1 LT
214 5
11708406 GLORIA 1 1 CHAM
B
WOOD CHARLOTTE NC 61
2 L6 B
92095- 17142 988
? 1 LT
?
0 D
R 7
3 4
11708407 HARRH JR WOODSH RE DR CHARLOTTE NC 28208 L7 62 92095 08579 F54-1 ] F, LT

III
THOMAS P

11708408
MOORE AND 3816
MOORELAND
CHARLOTTE
NC
28226
LS 82 h12095-
14699
E
E
M
O FARMS RD 469
OOORE
11708409 ETTA D WATT WOODSH RE DR CHARLOTTE NC 28208 L9 B 92095- 1E
M
T
L
11708410 JOHN
A
N 2533

WOODSHIRE DR
CHARLOTTE
NC 28208
L10 B2 M295-
08831
515
1 LT
THOMAS 469
S
L
11708501
CLARA H
RO
EBORO
2620 GOLF
COURSE LN

CHARLOTTE

NC

H

I
2620 GOLF

06053

[676

1 LT

11708502 DORIS D
WINBOM 2614 GOLF
COURSE LN CHARLOTTE NC 28203 L2 81 M9 235 09542 669 1 LT
L3
B1 M9 235
11708503 MELVAIN
COCHRANE 2608 GOLF
COURSELN CHARLOTTE NC 28208 2608 GOLF 03720 177 1 LT
COURSE

11708504

D
M 2600 GOLF
CHARLOTTE
NC
28208
L4 81 M9 235
03200
H
E]
I
COURSE LN

11708505 ANTHANETT
E L]
2516 GOLF

2
OWENS COURSE L
N
CHARLOTTE
NC
603
L5 B7 Pd9 235
07886
358
1 LT
HALINA BURCH
AND ROXIE
11708506 BURCH 14831 ASHETON
CHARLOTTE
NC
28273
L681 M9- 235
19487
56
1 LT
PATTERSON CREEK DR
AND SHERI
BURCH

11708507 ISM 2500 GOLF
COURSE LN
CHARLOTTE
NC
28208
L7 81 M9 235
16655
374
1 LT

11709101 CAROLINA
GOLF CLUB INC p0 BOX 668023 CHARLOTTE NC 28266 NA 02237 106 12A9C26
Page 2 of 2
http://maps2.co.mecklenburg.nc.us/website/realestate/AdjoiningOwners.asp?SelectedPid=117091... 5/26/2006
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Carolina Golf Club
Project Purpose and Need
Carolina Gold Club plans to construct a seven acre irrigation pond for the
purposes of watering the fairways and the putting greens. The pond must be
this size to provide 24 million gallons of water for the existing 70 acres of
turf.
The proposed pond is needed to hold a large enough volume of water to last
five to eight days in drought conditions, and still maintain adequate flow
downstream. Currently the two existing ponds located on the property do
not have the volumetric capabilities required for the necessary irrigation to
sustain live turf during drought conditions.
Currently Carolina Golf Club has two small ponds located on the property for
the purposes of irrigation. These ponds are shallow, and do not hold the
volume of water required for the necessary irrigation to maintain fairways
and greens on the golf course, during the late summer months, and drought
conditions. The primary source of water for the ponds is ground water. The
groundwater discharge into the pond is not adequate to maintain suitable
pond levels for pumping. Based on statements from the applicant, it only
takes three nights of normal irrigation in drought like conditions for the
lower pond to be drained beyond use. Currently during periods of low rainfall
or no rainfall for several weeks in a row, the ponds have to be refilled
through the use of city water, bought from the city of Charlotte. Buying city
water is not an economically feasible option.
The golf course is just over eighty years old. The course has been relatively
unchanged in those eighty years. The course is now attracting fewer and
fewer players due to lack of changes, which in turn, takes an economic toll on
the club. During the late summer months and in drought conditions, the
course receives many complaints about the two existing ponds being drawn
down to aesthetically unpleasing levels. A larger pond with a large surface
area and larger volume, such as the proposed irrigation pond, would not show
the effects of irrigation pumping as bad, thus making the aesthetics of the
course more pleasing.
Carolina Golf Club
Avoidance and Minimization
The proponents have looked to find alternate means to avoid building a new
pond. None of the other options looked at are feasible for the purposes of
the needed irrigation. Not only are the other options not feasible for
irrigation, they are not economically practical.
One of the options considered was dredging the ponds out to a deeper
depth, thus increasing the volume. Based on the opinion of a hydrogeologist
the underground water supply is not sufficient to keep the ponds full. Even
of this were possible it would take a more powerful pump to retrieve water
from the greater depths. The cost of buying new pumps and the increased
energy does not make this option cost efficient nor aesthetically pleasing to
the members using the course when they are drawn down for irrigation.
Another alternative that was reviewed and found unacceptable was creating
an off line pond in the low area near the location of the proposed pond. This
alternative would not provide the needed volume since only 4 acres of low
area is available. Theoretically, a dyke could be built along the banks of the
stream and across the lower end of high ground, creating pond in high ground
but the volume the volume cannot be achieved.
An alternative that has been utilized and is not cost efficient nor
responsible is the use of city water to keep the irrigation ponds full. On
average, $30,000 to $35,000 dollars is spent each year to buy water from
the City of Charlotte. In year 2002, during the drought, roughly $45,000
was used to buy water from the city. One particular time, pumps ran fifty-
four hours and pumped $10,000 worth of potable water into the ponds. With
the water restrictions Charlotte places during summer months and drought
conditions, it is unclear how much longer they will allow the use of city water
for irrigation purposes. From the prospective of the golf course
management, they need the water in order to maintain live turf and to stay
open for business, but do not want to be depriving the City of Charlotte of
water during dry times.
Carolina Golf Club
Mitigation Proposal
Summary:
The proponent is requesting a mitigation ratio of 1:1 for the flooding impacts
and a 2:1 ratio for the filling impacts. Wetlands and streams not impacted
by the proposed development as well as those areas restored and created
under this proposal will be preserved under a permanent restrictive covenant
in the spirit of the Corps guidelines dated August 2003.
Stream Mitigation:
Stream impacts can be separated into two separate classes that merit
differing mitigation ratios based upon the effect of the discharge and
subsequent flooding. Impacts resulting from the construction of the
impoundment result in a permanent loss of waters while impacts associated
with flooding result in a net increase in regulated Waters of the US.
The dam incorporates design elements that ensure that water quality will be
protected through a low-flow cool-water / aerating discharge.
A final mitigation plan showing structures and their locations will be
submitted to the Corps within 30 days of the issuance of the permit. The
attached figures show the preliminary location of the reaches to be
mitigated. Preliminary studies indicate that there are approximately 2080
linear feet of restoration potential disbursed amongst 5 stream reaches.
Onsite Mitigative Treatments and Restoration Plan
Within 90 days of the approval of the restoration plans the applicant will
provide to the US Army Corps of Engineers a plat that depicts the
preservation areas and the restrictive language.
? O
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00
W` -? o a CAROLINA GOLF
sa SITE PLAN
j ? 4+
SCALE: 1 - 300
{ t t-J '`?, 300 150 0 300
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Carolina Golf Club Date: 4/24/06
Applicant / Owner: CGC County: Mecklenburg
Investigator: Huysman, Blackburn State: North Carolina
Do normal circumstances exist on the site? Yes ® No ? Community ID:wetand
is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes[-] No ® Plot ID:DF2
(explain on reverse If needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Juncus sp FACW herb 9.
2. Fescue FAC herb 10.
3. Polygonum saggitatum FAC herb 11.
4. Rosa multitlora FACU shrub 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 50%
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ? Inundated
? Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: n/a (in.) Secondary Indicators:

Depth to Free Water in Pit:n/a in.) ® Oxidized Roots Channels in Upper 12"
? Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: n/a (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
page 2 DF2
Map Unit Name
(Series and Phase): Chewacla Drainage Class: Somewhat poorly drained
Taxonomy (Subgroup): (Ch) Fluvaquentic Dystrochrepts Confirm Mapped Type? Yes ? No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(Inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
00=8 A 5Y 5-4 / clay loam
8-12 B 7.5YR 5/6 2.5Y 6/6 common/faint loam

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Solis
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No
Wetland Hydrology Present? Yes ? No
Hydric Soils Present? Yes[-] No
Is the Sampling Point
Within a Wetland? Yes ? No
Remarks:
USACE AID# DWQ # Site # (indicate on attached map) !.
M I --- -............_..__._.... --- -- ---- -._.._...
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: e0j d y-?- (ow 2. Evaluator's name:- I4isyv,4.
3. Date of evaluation: MC&&dN WD G 4. Time of evaluation: Lt :V0
5. Name of stream: V t- L'lf!?w k" 6. River basin: C-&-T-
7_ Annrnv:mntPdrnlnnoPnrPn- Imo] Q Qty...,.-..,..1- 'No
9. Length of reach evaluated: 10. County: "kzr--
11. Site coordinates (if known): p fer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312): Longitude (ex. -77.556611):
Method location determined (circle): 1 3PS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluati n (note nearby roads and landmarks and attach map identifying stream(s) location):
tdA 0^4-A 4awo C#-
14. Proposed channel work (if any): t0
15. Recent weather conditions: K.
16. Site conditions at time of visit: IN
17. Identify any special waterway cl ssifications known: -Section 10 -Tidal Waters Essential Fisheries Habitat
-Trout Waters _Outstandin Resource Waters -Nutrient Sensitive Waters -Water Supply Watershed _(]-IV)
18. Is there a pond or lake located u stream of the evaluation point? Y S NO If yes, estimate the water surface area: % I kC
19. Does channel appear on USGS q uad map? (? NO 20. oes channel appear on USDA Soil Survey? (5 NO
21. Estimated watershed land use: ICU % Residential LQ % Commercial _% Industrial _% Agricultural
10 % Forested _% Cleared / Logged -I(Z% Other ( 6"
22. Bankfull width: 23. Bank height (from bed to top of bank): dt
24. Channel slope down center of st earn: -Flat (0 to 2%) _K _Gentle (2 to 4%) _Moderate (4 to 10%) -Steep (>I0%)
25. Channel sinuosity: _Straight -Occasional bends 'C Frequent meander -Very sinuous -Braided channel
Instructions for completion of w rksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream lassiftcation, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the r ange shown. for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the we sheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated ue to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are bvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be di% ided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse4- Comments:- 9A&V-XP l NeLzlp.

Evaluator's Signatu Date
This channel evaluati orm is i tended to b use only as a guide to assist landowners and environmental professionals in
gathering the data required by t e United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resultin from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or req irement. Form subject to change - version 06103. To Comment, please call 919-876-8441 x 26.
I
STRE M
QUALITY ASSESSMENT WORKSHEET
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1 Presence of flo / persistent pools in stream
•
k7
no flow or saturati
n = 0• strop flow = max ints 0-5
0-4 0-5

2 Evidence o past human alteration
0
6
extensive altcratio .= 0• no alteration = max points) - 0-5 0-5

3
no buffer= 0• cunt parian zone
ous wide buffer = max points)
0-6
0-4
0-5
4 Evidence of nu lent or chemical discharges
a
extensive dischar e
= 0` no discharcs = max points) 0-5 .0-4. 0-4 `

5 Grou dwater discharge
0-3
0-4
0-4
no discharge = 0• s rin s secs wetlands etc. = max points)
6 Presence fadjaeeutfloodplain

no flood lain = 0; c
tensive flood lain = max points) 0-4 0-4 0-2 3

7 Entrench eat / floodplain access
(deeply entrenched = 0 frequent flooding = max rots 0- 5 0- 4 0- 2

8 Presene of adjacent wetlands
,
. no wetlands = 0• lar a adjacent wetlands = max points) 0-6 0-4 0-2 O
9 C
extensive channelizad annel sinuosity
n = 0• natural meander = max points) 0-5 0-4 0- 3' Z

G 10 S
extensive deposition= dimentInput
• little or no sediment = max oints 0-5 0-4. 0=4
l 1 Size & diversl of channel bed substrate "
- -
0
4-
0
fin homogenous = • large, diverse sizes = max points) ?t:'?ti
N - :
- 5 Z
12 Evidence of c anuel incision or widening .

(deeply incised = 0'
table bed & banks = max oints 0-5 0 - 4 . 0-
5 `.
Z
13 Presence f major bank failures _

severe erosion= 0• n
erosion stable banks = max points) 0-5 0-5 0
5 .
l4 Root dept and density on banks 0-3 0
4 0-5

no visible roots= 0• d
nse roots throw hout = max rots - I

15 Impact by agricultur, , livestock, or timber production
. substantial im =0; no evidence = max points 0 - S 0 - 4 0 r 5 ::. Q
16 Presence of riftl pool/ripple•pool complexes -

no rifTles/ri les or po(
Is m 0• well-developed = max ints Q-3 0
5 0-6
17. Ha itatcomplexity
0-6
0-6
0-6
little or no habitat - 0 uent varied habitats = max oints
18 Canopy erage over streambed 0-5 0-5 0 -5
no shading vegetation 0• continuous canopy = max points),

'19 Subst ate embeddedness

s
f,.

0 - 4

0 - 4

Z
(deeply embedd d = 0• loose
tructure = max .
' 20 ' Presence of'stre m invertebrates (see page 4)

no evidence = 0• com

on numerous types = max points) 0-74 0-5 0-5
Z
'21 Prese ce of amphibians
"
no evidence = 0; co on numerous types = max points 0 - 4 0 - 4 0 - 4 . Z
22 ' P
no evidence = 0• com seace of fish
on, numerous types = max points) 0-4 0-4 0 4.
Z.
23 Evid aceofwildlifeuse

no evidence = 0• a
undant evidence - max points) 0-6 0-S . 0-5

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