20000091 Ver 1_COMPLETE FILE_20000202

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
1••
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 13, 2000
Harnett County
DWQ Project # 000091
Anderson Creek Golf Club
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP
Love Enterprises & Associates
Post Office Box 20344
Simans Island, GA 31522
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 2.93 acres of wetlands and for the purpose of constructing the Anderson Creek residential development
and golf course at SRI 117 near NC27 in Harnett County, as you described in your revised application dated
February 11, 2000, February 22, 2000 and April 6, 2000. After reviewing your application, we have decided that
this fill is covered by General Water Quality Certification Numbers 3102 and 3108. These certifications allow you
to use Nationwide Permit Numbers 14 and 26 when the Corps of Engineers issues them. In addition, you should get
any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of this Certification
and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H
.0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters to notify the state in
order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the
date of this letter or the issuance of the 404 Permit (whichever is later).
2. In addition the payment to the N.C. Wetlands Restoration Program, a conservation easement shall be
placed on at least 40 acres of wetlands on-site as described in your consultant's April 6, 2000 letter.
Written approval for this conservation easement is required from DWQ. This easement must be sent
to DWQ by May 26, 2000.
3. An additional condition is that a final, written stormwater management plan shall be approved by this
Office for the community center and clubhouse areas before the impacts specified in this Certification
occur. The stormwater management plan must include plans and specifications for stormwater
management facilities designed to remove 85% TSS according to the most recent version of the NC
DENR Stormwater Best Management Practices Manual. Also, before any permanent building is
occupied at the subject site, the stormwater management facilities, as approved by this Office, must
be constructed and operational, and the stormwater plan, as approved by this Office, shall be
implemented.
4. Stormwater from the golf course shall be directed to flow through vegetated buffers or into ponds. No
direct discharge of stormwater from the golf course to streams is allowed.
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate
for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0402, this contribution will
satisfy our compensatory mitigation requirements under 15A NCAC 2H.0506(h). According to 15A NCAC 2H
.0506(h), feet of restoration will be required. Until the Wetland Restoration Program receives and clears your check
(made payable to: DENR - Wetland Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferrell
should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland Restoration
Program. You have one month from the date of this Certification to make this payment. For accounting purposes,
this Certification authorizes the fill of 2.93 acres of riparian wetlands and, in 030614 river and subbasin and
2.93 acres of riparian restoration are required. Please be aware that the Wetland Restoration Program
(WRP) rules require rounding of acreage amounts to one-quarter acre increments (15A 2R.0503(b)).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-9646.
Attachment
cc: Corps of Engineers Wilmington Field Office
Fayetteville DWQ Regional Office
Ron Ferrell; Wetland Restoration Program
Scott Piner, Land Management Group
File copy
Central Files
Pteven '0 X

3
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H.0500, Anderson Creek Golf Club has permission as outline below for
the purpose(s) of proposed Anderson Creek residential community & golf course. All activities associated with
these authorized impacts must be conducted with the conditions listed in the attached cetification transmitttal letter.
THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM
LOCATION Anderson Creek Golf Community
COUNTY: Harnett
BASIN/SUBBASIN 030614
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate
for the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters
as outlined below prior to conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the wetland Restoration Programs must be rounded
to one-quarter acre increments according to 15 2r .0503(b)
acres of Class WL wetlands
2.93 acres of riparian wetland
acres of non-riparian wetlands
acres of Class SWL wetlands
linear feet of stream channel
(other)
One of the options you have available to satisfy the compensatory mitigation requirements is through the
payment of a fee to the Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this
form and mail it to the Wetlands Restoration Fund at the address listed below. An invoice for the appropriate
amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE
NOT AUTHORIZED UNTIL YOU RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
Date
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID.: 200000910 County: Harnett
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: Love Enterprises and Associates, Inc. Agent: Christian Preziosi
Anderson Creek Golf Club Land Management Gtoup',-I ogorated
Address: Post Office Box 20344 Post Office Box 2522
Saint Simons Island, GA 31522 Wilmington, NC 28403 APR 2 0 ?nnn
Telephone Number: [phone] [phone] L?_ ..
??W?ERA?ND1S
Size and Location of project (waterway, road name/number, town, etc.): A 1721-acre tract loca/gTFR p??n11
Nursery Road/NC State Road 1117 approximately 3 miles south of NC Highway 27, Anderson Creek area, in an
unnamed tributary to South Prong Anderson Creek north of Spring Lake, Harnett County, North Carolina.
Description of Activity: Discharge of fill material into 2.38 acre of wetlands for construction of
a golf course. Special Condition: 4.76 acres of non-riparian palustri ne/scrub-shrub/saturated
seep, restoration/enhancement, and/or creation compensatory mitigation located in the Cape Fear
River Basin, Cataloging Unit 03030004/Upper Cape Fear, to be provided by the North Carolina
Wetlands Restoration Program.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344)
Section 10 (River and Harbor Act of 1899)
Authorization: 26 Nationwide Permit Number
Regional General Permit Number
Your work is authorized by this Regional General (RGP) or Nationwide (NWP) Permit provided it is accomplished
in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404
(if Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Division of Environmental Management, telephone [phone]. For any activity
within the twenty coastal counties, before beginning work you must contact the N.C. Division of Coastal
Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions
of the RGP or NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain
any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State
and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the RGP or NWP, please contact
the Corps Regulatory Official specified below.
Date 24 March 2000
Corps Regulatory Official Allen Davis Telephone No. [phone]
Expiration Date of Verification I 1 February 2002
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. 200000911 County Harnett Quad ANDERSON CREEK
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: Anderson Creek, Incorporated Agent: Christian Preziosi
Address: 3829 Nursery Road Land Management Group, Incorporated
Spring Lake, NC 28390 Post Office Box 2522
Wilmington, NC 28402
Telephone No.: [phone] [phone]
Zone: 17 UTM or LAT/LONG: North: 3905697 East: 684512
Size and Location of project (water body, road name/number, town, etc.): A 1741-acre tract located east of Nursery
Road/NC State Road 1117 approximately 3 miles south of NC Highway 27, Anderson Creek area, in an unnamed
tributary to South Prong Anderson Creek north of Spring Lake, Harnett County, North Carolina.
Description of Activity: Discharge of fill material into 0.55 acre of wetlands for construction of 8 road crossings.
Special Condition: 1.1 acre of non-riparian palustrine/scrub-shrub/saturated seep, restoration/enhancement, and/or
creation compensatory mitigation located in the Cape Fear River Basin, Cataloging Unit 03030004/Upper Cape
Fear, to be provided by the North Carolina Wetlands Restoration Program.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344)
(check all that apply) Section 10 (River and Harbors Act of 1899)
Authorization: Nationwide Permit No. 26
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished in
strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if
Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Division of Environmental Management, telephone [phone]. For any activity within
the twenty coastal counties, before beginning work you must contact the N.C. Division of Coastal Management,
telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of
the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain any
other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local
agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide
Permit, please contact the Corps Regulatory Offi dal specified below.
Date: March 24, 2000
Corps Regulatory Official: Allen S. Davis Telephone No.: (910)'-)51-4466
Expiration Date of Verification: February 11, 2002
100,
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CESAW Form 591
Revised July 1995PNGNW
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HO ESIM LAW & 71
PLAT CADET F. SLID
VE ENTERPMES ANDASSWATES, INC.
GOLF Note: Wetlands will be flooded for the
purpose of constructing an irrigation pond.
Proposed irrigation pond
N
0 200 400 800
SCALE 1" = 400'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
Note: Wetlands will be flooded for the
purpose of constructing an irrigation pond.
Proposed irrigation pond
LOVE ENTERPRIS
AND ASSOCIATES,
GOLF COURSE
N
0 200 400 800
SCALE 1" = 400'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
540MA, inc
Ad 6//&e Ax 2522
VWm&7&n, ?YodA Va"-w 28402
.el- 990-452-0009
9wed ? J&d
February 14, 2000
Mr. John Dorney
Water Quality Planning
Div. of Environmental Management
4401 Reedy Creek Road
Raleigh NC, 27607
Dear Mr. Dorney:
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9W& 94
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WldmelV", ?{ie8 28403
,f ? ?$(3t15???1?t1
This letter is in regards to your letter dated February 8 for Anderson Creek Golf Club (DWQ Project
#000091.) Enclosed is a copy of the residential development on the site adjacent to the golf course that
was also included in the Anderson Creek Development Nationwide Permit package. No fill is or will be
requested for these lots. Also enclosed is a sample copy of restrictive covenants to be placed on these
lots.
Thank you for your assistance in this matter. If you have any questions, please feel free to contact me.
Sincerely,
finer
Environmental Scientist
Enclosure: 1 copy residential development
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
1 '
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 8, 2000
DWQ Project #: 000091
Harnett County
CERTIFIED INTAIL - RETURN RECEIPT REQUESTED
Anderson Creek Golf Club
C/o Love Enterprises and Engineering
Post Office Box 20344
St. Simons Islands, Georgia 31522

'q 1 6 '2 1P l
Dear Sir or Madam:
On 2 February 2000 the Division of Water Quality (DWQ) was notified by receipt of
your application regarding your plan to fill wetlands for the purpose of golf course
development in Harnett County. Approval from DWQ is required to disturb these
wetlands. In particular as described in 15A NCAC 2B .0502, we will require you to
locate all impacts for the residential development on the site adjacent to the golf course.
We believe that these residential impacts must be considered along with the golf course
as required by 15A NCAC H.0506(c)(4). Also mitigation will be required and was not
discussed in your application.
Please call me at 919-733-1786 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in
accordance with 15A NCAC 2H.0502(c). The processing time for this application will
begin when this information in received.
cc: Raleigh DWQ Regional Office
Wilmington Corps of Engineers
File Copy
Central Files
Scott Piner; Land Management Group - Post Office Box 2522
Wilmington, NC 28402
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
XO%-Imf,T_?-k-NC-F. 6VI-F1-f 1ti'!SL3 r ? ,rc??1r,AII(I;
In accordance with Title 15 NCAC 2H .0500, the follov,, ng DEED
RESTRICTIONS AND PROTECTIVE COVENANTS shall 1:e recorded in the
County Registry prior to the conveyance of lots. Said Deed
Restrictions and Protective Covenants shall apply to name of subdivision, lot
numbers in County, North Carolina as shovYn on plans titled, title of
subdivision plan prep :red by name of designer dated date:
"A portion of this lot has been determined to meet the
requirements for designation as a regulatory wetland. A 401
Water Quality Certification was issued for this subdivision with
the condition that the regulatory wetland not bo filled. Any
subsequent fill or alteration of this wetland shall conform to the
requirements of state wetland ;-ales adopted by the State of
North Carolina in force at the time of the proposed alteration.
The property owner shall report the name of the subdivision,
name of subdivision, in any application pertaining to said
wetland rules. This covenant is intended to insure continued
compliance with wetland rules adopted by the State of North
Carolina and therefore benefits may be enforced by the State of
North Carolina. This covenan. is to run with the land and shall
be binding on all parties and all persons claiming under them,"
01vner's name
CZ.V, state
Phone: phone no.
STATE OF NORTH CAROLED A
COL??TY 0F COUNTY
I, _ , a Notary Public of the State of North
Carolina, County of county, hereby certify that o?ti ne. personally apps arec
before me this day and exe`uted the abo,. e cer ifica.ion.
Witness i[ly hand anc I1Uiarlal :+e.?l, Ciati' of i;!aL.
(Notary Public)
?My con-Imission expires
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County yttil!!.,?pga - -- ma wetland Width Dfte m
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- on pond or lake
T =4M Perennial stream
on intermittent ::rapt
within intermeam divide
other
A/Y
Soil:eries
_1rod? orpn1e . h„mus, muck.
?rpeat
predom nwgy Mho-al - sou-sandy
Predominantly sandy
Hydra c !actors
„_ ste topogmpby
ad or cbannelized
fl??
total wetland width 400
Adjacent land use
(within 112 mile upstream, uPsl M or radius)
? tbrestedln Uv9 vegetation ?%
tune, wbarl/suburban %
Ous surhm
Dominant vegetation
(1? A
47-
5
Floodiug and watness
?ly to PennanandY
flooded.-or inundated
?/,easonally flooded or iaimdatedAe4,A,-,
intern ittanly flooded or temporary
smfm seater
no evidence of $ooding or vxIbee water
'Wetland type (select one)•
Bottomland hardwood forest _,,.Pift savatma
!Headwater forest - PrC3hwater marsh
swamp lbt" Bow
_E tamers! Wetland
wet fist
Pocoain CarounaBay
Bog lbrest - Other '
*the ra em cannot be a Sed to Oft or esad!k or MUM cbmmds
VVI&
x 4.00-
water nd
jt storage
A
T
I
N
G
Buk/Shorefte stab'aindon
PouUtant removal
VrddM habitat
Aquatic life value
x 4.00 -
x 5-00--
x 2.00 ft
4.00
creation/Educatlon x 1.00
Re
'Add 1 point If In sensitive watershed and >10'/• oonpolut disturbance whbin In mile upstream.
P2!d e, or radiux
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
1 ? •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 16, 2000
DWQ Project #: 000045
Harnett County
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. John Culbreth
Anderson Creek, Inc.
3829 Nursery Road
Spring Lake, North Carolina 28390
Dear Mr. Culbreth:
On January 12, 2000 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill 0.55 acres of wetlands for the purpose of residential development in Harnett
County. Approval from DWQ is required to disturb these wetlands. We believe that the golf course (DWQ
project #00009; received 2 February 2000) and this project are the same project and all impacts should have
been applied for in one application. Please reconcile this matter for both projects. In particular as described
in 15A NCAC213.0502, we will require you to locate all streams and ponds on the property. Please show
these on maps of suitable scale (for instance F'=100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 2H.0500.
Your stated purpose of the wetland impact ' reate a pond for 050 - If impacts to wetlands (i.e.,
floodi and ' 1) exceed acre, then com Bator mitigation w' e req fired (15A NCA H
05( (h)). ligation ay e carried out the We and Resto ton Progr for well impa is if
su ? icient ' tificatio to d onstrate t t this pond s requi to support ricult producti . T
I . tifica o Z
provi ed by ei cr the District Con vationist for th Na al Resources o ervation
ervi or qpriv to in ' tdu
al with m nying calculations an must be sent to D Q in order
to upport thi on.
Please call me at 919-733-1786 if you have any questions or would require copies of our rules or
procedural materials.
ney
cc: Fayetteville DWQ Regional Office
Wilmington Corps of Engineers
File Copy
Central Files
Scott Piner; Land management Group - Post Office Box 2522, Wilmington, NC 28402
Cohn er y,
oi-A
R. Dor
r
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina -AV
Department of Environment A4 •
and Natural Resources IV 21
Division of Water Quality _ ..k
James B. Hunt, Jr., Governor NC ENR
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
v Cu 1 e - to r4dl?A,
VO 0o County
Iva z ``?-x,390
// Dear Mr. l b1l e7 g: OQU,45
On'ld"?OAft 1?1 the Division of Water uality WQ) was notified by
??,ref?etp of ?Or+ re rding your plan o fill wetland for the purpose of
'?t?`??C? . in AdtA Count . Approval from DWQ is required - 41 to disturb these wetlands.

w' in particular as described
in 15A NCAC 213 .0502, we will require you to locate all streams and rids on the property.
Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to
determine your projects' compliance with 15A NCAC 2H .0500.
In addition, the N.C. General Assembly enacted a new law effect ve January 1, 1999
which re uires fee o 401 Water ity Certif ons. If i act is equal less than
one acr of we nd (o waters) 150 eet o rear s ment of 20 requir If the
propos exceeds t resholds; b7ellee is $475.00. Checks should e made payable to the
N.C. Division of Water Quality and sent in with the application.
Please call me at 919-733-1786 if you have any questions or woul require copies of our
rules or procedural materials. This project will remain on hold as incompl to in accordance with
15A NCAC 2H .0502(c). The processing time for this application will beg In when this
information is received.
Sincerely,

John R. Dorney?
cc: I DWQ Regional Office Op0
Wtl gton Corps of Engineers
John Dorney
Central Files
/1"'Y .pnd
b -, sca W-P; A mofOA44 6A-
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
TandAmzWwn? 5wtq6, Jnc.
wonda&n&
Al 611We Xox 2522
'1Gdm&:", ?YoWA &w&m 28402
Yd. 990-452-0009
99., g
April 6, 2000 ?Aft LION
Mr. John Dorney
NC Division of Water Quality
4401 Reedy Creek Rd.
Raleigh, NC 27607
RE: Anderson Creek Golf Course
John:
.wile 94
8805 ' rak4la W& .Ww."e
Vdindx#m, M 28408
In response to your request for more information regarding the need for the proposed irrigation lakes at Anderson
Creek (Harnett County), the Love Enterprises and Associates, Inc. has provided the specific irrigation
requirements of the golf course. In addition, Land Management Group, Inc. (LMG) has worked with the
applicant to develop an appropriate mitigation plan for unavoidable impacts to wetland areas. Enclosed is a letter
from Love Enterprises & Associates, Inc. explaining the irrigation requirements that warrant construction of the
proposed lakes. Also enclosed is a copy of the letter of acceptance from the NC Wetlands Restoration Program
(WRP) to help fulfill a portion of the mitigation requirements.
Over the course of the project design, the applicant has sought alternative methods for obtaining the quantity of
water necessary for golf course start-up. Existing lakes simply do not supply sufficient recharge necessary for
water withdrawal. A deep well recharge system was also evaluated for possible use, but deemed inadequate since
well production rates were far below the necessary quantities. Initially, the applicant requested permission to
impound 2.75 acres of wetlands for irrigation purposes, but have since reduced the impact area to 2.26 acres.
High ground will be excavated to ensure sufficient water storage capacity, though steep slopes prohibit moving
the lakes entirely into the hill. Total surface area for both lakes will be approximately 3 acres. The applicant has
also reduced impacts in other areas by incorporating wetlands into the design of each golf hole, rather than
requesting fill. Originally, 1.63 acres of fill were proposed for golf course holes. However, the design has been
modified such that only 0.12 acres of fill is now requesked. Of the total 100 acres of wetlands on the tract,
impacts to wetland areas have been reduced to on(y 2.93 cres through land planning and mitigative measures.
Therefore, we believe that the applicant has demonst. avoidance and minimization. The proposed
impoundments, as designed, are critical to provide the quantity of water necessary for grass start-up and
subsequent grade stabilization.
In an effort to mitigate for unavoidable impacts to wetland areas, the applicant proposes to restore 2.75 acres of
riparian habitat through the WRP (refer to attached acceptance letter). This type of mitigation will provide for
`in-kind' restoration. Using DWQ's 401 water quality certification requirements, impacts within 150' of a blue-
line stream must be mitigated at a 4:1 ratio. Since 2.62 acres (2.26 acres for impoundments and 0.36 acres for
road crossings) of the proposed impact are located within this distance, an additional 40 acres of on-site riparian
habitat will be preserved as a conservation zone to be protected by restrictive covenants in perpetuity.
Maintaining the functional integrity of these areas (located near the head of Anderson Creek) will ensure the
continual benefit of these systems to the quality of waters flowing off-site.
1 hope this information will help to expedite the permit review process. Sedimentation and erosion control plans
have been approved and golf holes have been contoured. Grass start-up and irrigation is essential to stabilize
these grades. If you have any questions or require additional information, please do not hesitate to contact me at
[phone]. Thank you for your attention to this project.
Sincerely,
" i
Rob Moul
Environmental Consultant
Encl.
cc. Mr. Ken Averitte - NC Division of Water Quality
Mr. Allen Davis - U.S. Army Corps of Engineers, Wilmington District
I
v
DIVISION OF WATER QUALITY
1t ?. I
GOVERNOR
"BILL HOLMAN
..$ECRETARY '
A,Eo.

+;*tt
March 22, 2000
Christian Preziosi
Land Management Group Inc.
Post Office Box 2522
Wilmington, North Carolina 28102
Dear M/. Preziosi:
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
APR 7 210
I
1,11p SECTION
Subject: Project Name: Anderson Creek Development
County: Harnett
The purpose of this letter is to notify you that the North Carolina Wetlands
Restoration Program (NCWRP) will accept payment for wetland impacts associated
with the subject project in accordance with the Memorandum of Understanding
between the North Carolina Department of Environment and Natural Resources and
the U.S. Army Corps of Engineers dated November 4, 1998. Based on additional
information supplied by you in a letter dated March 13, 2000, an application
requesting authorization to impact 3 acres of wetlands has been submitted for the
subject project. The NCWRP will provide mitigation as specified in the 401 Water
Quality Certification and/or Section 404 permit (up to 6 acres of wetlands) for
impacts associated with the subject project in Cataloging Unit 03030004 of the Cape
Fear River basin.
This letter replaces the letter addressed to Mr. Scott Piner dated March 7,
2000. If you have any questions or need additional information, please contact
Crystal Braswell at [phone].

Sincerely,
Ronald E. Ferrell,
Program Manager
Wetlands Restoration Program
REF/cvb
cc: John Dorney, Wetlands/401 Unit
Allen Davis, USACOE
WETLANDS RESTORATION PROGRAM
1619 MAIL SERVICE CENTER, RALEIGH, NC 27699-1619
website: h2o.en r. state. nc. us PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
ate, inc.
At 0/ 5 QSQQ
VdmdryAw, ?YWA Waw&m 28402
d. 9Ya452-000,-
99?0&d Y.. Word
SPY g , , Q l1
RE'CL I VE p
January 5. 2000
Mr. John Dorney
Watcr Quality Planning
Division of Environmental Management
NC Department of Environment. Health, and Natural Resources
PO Box 29535
Raleigh, NC 27626-0535
Dear Mr. Dorney:
LOW& 94
?
A.A eg. g,.h
3805 ?I4**4&'w& 'W wnue
VdMiagin, ?1'F8 2"03
Enclosed is a NWP 14 application submitted on behalf of Anderson Creek, Inc. (c/o Mr. John Culbreth) for a 1,741-acre
tract of land located cast of State Route 1 t 17 and approximately 3 miles south of NC 27 in Harnett County, NC.
Preliminary site plans propose construction of roads to enhance access to different parts of (lie property and facilitate
future site development. Project design has sought to avoid and minimize impacts to jurisdictional areas that transect
much of the site. A total of 0.55 acres of wetland impact is expected in conjunction with constriction of proposed road
crossings. Original designs have been modified so as to limit the amount of unavoidable impacts to wetlands.
Associated maps (e.g. topographic quadrangle, soil survey, and wetland boundary map),site plans, and data sheets are
included in the application package. If you have any questions or require additional information concerning site
conditions, please do not hesitate to contact me at [phone]. Thank you for your assistance in this matter.
Sincerely,
att cr
Environmental Scientist
Encl.
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rrt of North Carolina
ment of Environment
Natural Resources
;ion of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
1 ? •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 8, 2000
DWQ Project #: 000091
Harnett County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Anderson Creek Golf Club
C/o Love Enterprises and Engineering
Post Office Box 20344
St. Simons Islands, Georgia 31522
Dear Sir or Madam:
On 2 February 2000 the Division of Water Quality (DWQ) was notified by receipt of
your application regarding your plan to fill wetlands for the purpose of golf course
development in Harnett County. Approval from DWQ is required to disturb these
wetlands. In particular as described in 15A NCAC 2B .0502, we will require you to
locate all impacts for the residential development on the site adjacent to the golf course.
We believe that these residential impacts must be considered along with the golf course
as required by 15A NCAC H.0506(c)(4). Also mitigation will be required and was not
discussed in your application.
Please call me at 919-733-1786 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in
accordance with 15A NCAC 214.0502(c). The processing time for this application will
begin when this information in received.
Dome
cc: Raleigh DWQ Regional Office
Wilmington Corps of Engineers
File Copy
Central Files
Scott Piner; Land Management Group - Post Office Box 2522
Wilmington, NC 28402
4401 Reedy Creek Road Raleigh, North Caroli- "
Welephone 919-733-1786 FAX # [phone]
Affirmative Action Employer 50% recycled/10% post ^
i
'ac
?? 5WUA, inc.
9?o&d 9.
%!! ?leji?ien ,.tfo?einon
February 22, 2000
At 61)OCe Ax 2522
VdmaiV , ?YWA VCiw"a 28402
3d'- 990-452-0009

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y ?9!/ ?OII
?.N
Mr. John Dorney
Water Quality Planning
Div. of Environmental Management
4401 Reedy Creek Road
Raleigh NC, 27607
Dear Mr. Dorney:
Ya& ;f4
IIW2. gh
3805 0W,*4I wYk ,
0dmMy&n., M 28408
Enclosed is the comprehensive layout including the wetlands delineation/impacts for the
Anderson Creek residential development and the Love Enterprises & Associates, Inc. golf course.
The impacts are as follows:
L,
Anderson Creek Love Enterprises
Development & Associates, Inc.
Golf Course Total
(Acres of Impact) (Acres of Impact)
Filling 0.55 0.12 0.67
Flooding 0 2.26 2.26
Total 0.55 2.38 2.93
I would like to obtain preliminary approval of the wetlands fill amount so that I can better prepare
the mitigation plan to be based on the thumbnail sketch mitigation plan previously submitted.
Please contact me regarding permit feasibility and the detailed mitigation plan. Thank you for
your assistance in this matter.
Sincerely,
C!i(-?'?
Scott Piner
Environmental Scientist
Enclosure
cc: Allen Davis, COE
Ken Averitte, DWQ
Ron Ferrell, WRP
PROPOSED WETLAND MITIGATION
LOVE ENTERPRISES AND ASSOC., INC.
ANDERSON CREEK GOLF COURSE
HARNETT COUNTY, NC
Anticipated wetland impacts associated with the residential and golf course development of the 1741-acre
site total approximately 2.93 acres. Site design has sought to avoid and minimize wetland impacts where
possible. Subsequent unavoidable impacts will result from 0.67 acres of fill and 2.26 acres of flooding
(associated with irrigation impoundments). It is anticipated that two types-of wetland systems will be
impacted by project activities: (1) forested riparian wetlands (-1.8 acres) and (2) non-riparian scrub-shrub
wetlands (---1.13 acres). In response to these impacts, Love Enterprises and Associates, Inc. proposes to
mitigate via monetary contribution to the state-operated Wetlands Restoration Program (WRP) and
creation of emergent wetland communities fringing man-made impoundments.
Payment into the WRP will be reserved for impacts to forested riparian wetlands. The remaining 1.13
acres of pocosin wetland to be impacted will be mitigated at a proposed 2:1 ratio via creation of littoral
shelves. The littoral shelves will be comprised of emergent vegetation fringing man-made impoundments
that are hydrologically connected to down-gradient wetlands and waters. Therefore, the fringe wetland
community will serve as an important buffer enhancing uptake/filtration of potentially nutrient-enriched
residential and golf course surface run-off. The applicant has proposed directing site stormwater into these
areas as well to enhance the quality of waters leaving the project site.
During the excavation of irrigation ponds, shelves will be graded to 20:1 slopes. These grades will be
confirmed post-construction to ensure an adequate hydrologic component for the emergent fringe wetland
community. Water elevations will be designed to support a zone of fringe wetland vegetation of
approximately 30 feet. Soil substrates will be assessed to evaluate suitability for herbaceous plant growth.
Soil amendments (e.g. topsoil or organic matter) may be necessary if the substrate is not conducive for
vegetative growth. Plant species consistent with those commonly occurring in the surrounding area will be
planted on two-foot centers. Slow-release fertilizer may be applied to stimulate initial growth.
The created wetland areas will be monitored to document fulfillment of project goals and site-success
criteria. Since hydrology is recognized as the primary mechanism influencing compensation site success,
staff gauges will be used to monitor surface water elevations of the impoundments. In addition, vegetative
growth will be monitored via random plot sampling and evaluation of stem density per meter squared.
Monitoring will be conducted twice each year during the growing season, and reports will be submitted
annually for agency review/comment for a duration of three years.
Potential maintenance activities (e.g. plant replacement, weeding, fertilization) will be conducted by the
golf course maintenance staff through the direction and coordination of the mitigation agent. In addition, a
contingency plan will be established to address and remedy any deficiencies that may arise over the course
of the monitoring period. Since the success of the wetland creation is ultimately based on the long-term
development and preservation of its functional integrity, the applicant will provide an instrument to ensure
for long-term management and protection of these areas.
-- 1
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0 100 200 400
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NWP Request Land Management Group, Inc.
Environmental Consultants Site Plan
Anderson Creek Development Wilmington, N.C.
Harnett County, NC December 1999
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Anderson Creek Development Environmental Consultants Site Plan
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Harnett County, NC
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Harnett County, NC Wilmington, N.C.
December 1999
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Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000

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Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
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0 200 400 800
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NwP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
Note: Wetlands will be flooded for the
purpose of constructing an irrigation pond.
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LAVE ENI ERPRIS
AND ASSOCIATES,
GOLF COURSE
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NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
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ENSIVE LAYOUT INCLUDING WETLANDS DELINEATION/IM PACTS
MPREH
ANDERSON CREEK RESIDENTIAL & GOLF COURSE DEVELOPMENT
DERSON CREEK DEVELOPMENT (RESIDENTIAL):
--0.55 ACRE FOR ROAD CROSSINGS
VE ENTERPRISES & ASSOCIATES, INC. (GOLF COURSE):
--0. 1 2 ACRE FOR GOLF COURSE FILL
--2.26 ACRES FOR IRRIGATION PONDS
TAL FILL REQUESTED:
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LAND MANAGEMENT GROUP, INC.
Re: Anderson Creek Golf' Course
Subject: Re: Anderson Creek Golf Course
Date: Mon, 10 Apr 2000 13:15:05 -0400
From: John Dorney <[e-mail]>
To: Robin Smith <[e-mail]>
CC: Tommy Stevens <[e-mail]>,
Coleen Sullins <[e-mail]>, [e-mail]. nc.us,
"[e-mail]" <[e-mail]>
We are still reviewing this project since most of the impacts are for new
ponds for the golf course while there are two existing ponds which could be
used for irrigation. We should settle this issue soon.
With respect to your more specific question, the consultant (Rob Moul with
Land Management Group) in a letter dated April 6, 2000 offered to pay WRP
for the 1:1 mitigation (about 2.75 acres which could be smaller after we
resolve the pond issue listed above) and then preserve about 40 acres of
wetlands on site. This combination would meet the 4:1 requirement in our
rules (15A NCAC 2H .0506 (h)(6) and (7). A 4:1 ratio is required since
these wetlands are within 150 feet of a blue line stream shown on the USGS
topo map.
Robin Smith wrote:
> I have an inquiry by way of the Governor's Office concerning the payment
> into the wetlands restoration program being required for the Anderson
> ?re?Tc e (DWQ 000091). Lori Jones talked to John Culbreth
: (910-814-2633) t the request of Senator Oscar Harris. Mr. Culbreth
ndicated the regional office recommended a certain level of
> payment into the WRP, but that level was significantly increased (by a
> factor of 4) following review in Raleigh. We are being asked to provide
> Mr. Culbr th with an explanation for the additional wetlands restoration
> funds.
> I would ppreciate your response as soon as possible so that I can
> respond iack to the Governor's Office. 'hanks.

I ol'I 4/10/00 1:22 PM
4% _V
STORMWATER MANAGEMENT PLAN
for
ANDERSON CREEK CLUBHOUSE
HUA No. HA0005
HARNETT COUNTY, NORTH CAROLINA
APRIL 2000
-to'-2000
PREPARED BY
HOBBS, UPCHURCH & ASSOCIATES, P.A.
290 S.W. BROAD STREET
SOUTHERN PINES, NORTH CAROLINA
OBJECTIVE
The objective of this report is to design a stormwater management plan for the proposed
Anderson Creek Development in Harnett County. The goals of this stormwater
management plan are to detain and treat the first inch of runoff from impervious surfaces
and to provide peak flow attenuation for the 10-year storm event.
BACKGROUND
The proposed Anderson Creek Development is required to file a stormwater management
plan f'or the construction of the community center and clubhouse according to the
Approval of the 401 Water Quality Certification for the 2.93 acres of impacted wetlands
during the construction of the golf course and residential development. Information on
this proposed site and watershed information necessary for hydrologic and hydraulic
analysis was obtained from field topography mapping and site plans.
The proposed clubhouse property is situated on approximately 5.5 acres that will include
a clubhouse, 188 space parking lot with curb and guttering, three (3) 24-ft wide entrance
roads, pool facilities and tennis courts.
Most of the property's watershed drains to the back of the proposed clubhouse. The soils
in this site are predominantly sandy soils with an assumed hydrologic soil class "C" for
conservatism. Most of the cover conditions are recently cleared trees and re-established
vegetation. For simplicity, the pre-development curve number for the pre-development
area was assumed to be 80 with a Rational coefficient of 0.33.
The main devices for stormwater management of the project are storm drain inlets and
pipes, vegetated filters, and a wet detention pond designed to detain 1 in of runoff from
impervious surfaces over the contributing catchment. The detention pond is designed to
slowly release the volume of the 1-inch runoff for a period of no less than 2 days and no
more than 5 days. This detention pond will also provide peak flow attenuation for the
10-year storm and will be capable of passing the 25-year storm.
The rational method and the SCS curve number were used to determine the peak inflow
for both pre-development and post development. All the drainage for the project was
designed in concurrence with the stormwater management plan. Storage routing
(Chainsaw routing, H.R. Malcom) was used to determine riser/barrel combinations and to
determine dam height. The Manning's formula was used to size the storm drain system.
RESULTS
The stormwater management plan consisted of one wet detention pond and grassed filters
located in an effort to collect and treat a large majority of the runoff from the parking lot.
The area near CBs 7 & 8 was allowed to disperse from the outlet and flow overland
through a vegetated buffer (existing trees) before the runoff gets into the wetlands at the
rear of the property. The following summarizes the proposed detention pond and the area
that drains to it.
Wet detention pond
The wet detention pond is located in the rear of" the proposed clubhouse. The area that
predominantly drains to this pond comes from the drainage system coming off of the
parking lot and the clubhouse. This area is to be treated with a newly constructed basin
that is 90' by 30'. The stormwater is being conveyed to the basin through catch basins,
inlets and pipes.
Drainage Area 3.37 AC.
Impervious Area 1.89 AC.
Volume-to be treated (theoretical) 6786 CF
Volume-to be treated (actual) 7145 CF
Detention time 3.41 DAYS
Pre-Development Peak Discharge 9 CFS
Post Development Peak Discharge
(Routed) 9 CFS
2
I A
Detention Basin Design
Determine Surface area and volume required
Drainage Area = 3.37 Acres
Impervious area = 1.89 Acres
% Impervious
Front Table I.1 of NCDENR Stormwater Best Management Practices SA/DA =
For Depth = 3 feet Permanent Pool
Depth = 3 ft
BASIN DIMENSIONS
Length Width L/W Ratio
90 30 3.00 :1
Sideslopes 3 :1
DETERMINE STAGE-STORAGE FUNCTION
S Z
CONTOUR INCR ACCUM
?nwtmni m A Dc A Vnt I MAU VnI i ITAR CTAr.P
Required
Surface Area
Basin
Surface Area
56.08 %
2.24.%
3288.26 SF
5184 SF
Y x
1 n q 1117 7 est
vv FT v S Q. FT CU. FT CU. FT FT FT
0 0 0
1 3456 1728 1728 1 7.454719949 0 0.98
2 4284 3870 5598 2 8.63016467 0.6931472 2.06
3 5184 4734 10332 3 9.243001154 1.0986123 3.03
4 6156 5670 16002 4 9.680468993 1.3862944 3.99
5 7200 6678 22680 5 10.02923876 1.6094379 4.96
6 8316 7758 30438 6 10.32344711 1.7917595 5.97
From Linear Regression
Ks = 1776
b = 1.59
corr. = 0.9997216

Determine Volume to Be controlled by V storm
Calculate Rv
Rv = 0.05 + 0.009 * I
Volume to be treated
Volume = Rainfall * Rv * Drainage Area
Rainfall= I in
STAGE-STORAGE function
KS = 1776
b = 1.59
Set riser Z
Volume to drain
Orifice Required
Drawdown time
Say
Qo =
Rv =
V =
Say
v =
2-5 Days
Qreq.
3.5 Days
Cd
Cd * (pi*D^2/4) * (2g * ((Z-0)/2))^(1/2)
D (in) D (ft) Qo(cfs) Drawdown (days) Remark
6 0.50 1.5535 0.05 Too Fast
0.5 0.04 0.0108 7.67 Too Slow
0.75 0.06 0.0243 3.41 OK
0.55 in/in
0.1557917 acre-ft
6786 cf
z = 2.32357496
Z = 2.4
El (riser) = 5.4
7145 cf
0.0236264 cfs
0.6
Pipe to Drain Pond
Qo = Cd * (pi*D^2/4) * (2g * ((Z-0)/2))^(1/2)
Riser Depth = 5.4 ft
Riser Depth Volume = 25938.75 cf
D (in) D (ft) Qo(cfs) Draw own rs)
mar
e
4 0.33 0.6904 10.44 I OK Determine Post Development and Pre Develonment Runoff Coefficients

Pre Development
Use C Area (ac) % Area 'yo * C

Street/Bldg 0.95 0.15 4.00% 3.80'%O
Turf 0.3 3.6 96.00% 28.80%
Total: 3.75

Use C= 33
Post Development
Use C Area (ac) % Area 'yo * C

Street/Bldg 0.95 1.89 56.08% 53.28%
Turf 0.3 1.48 43.92% 13.18%
Total: 3.37

Use C= 6G'%
Determine Post Development and Pre Development Curve Number
Pre Development
Catchment No. 1 _
Land Use HSG CN _
Area Wt. CN
(ACRES
Open Space B 61 0.00
C 79 3.60 75.84
D 80 0.00
Streets/ Buildings B 98 0.00
C 98 0.15 3.92
D 98 0.00
B 98
C
D 98
98 d
Totals: 79.76

Use CN: 0
Post Development

Catchment No. 1
Land Use HSG CN Area Wt. CN
(ACRES
Open Space B 61 0.00
_
C 79 1.48
- 34.69
D 80 --- 0.00
Streets/ Buildings B 98 0.00
_
C 98 1.89
- 54.96
-- D - 98 --- 0.00
0.00
Totals: 3.37 89.66
Use CN: 90

Set Crest of Riser at Water Quality Stage
Set riser at water quality stage
Stage(WQ): 2.323575 ft
Say 2.4 Riser Elevation
Compute Allowable Outflow:
Qpre= 7 cfs See "Peak Inflow" sheet
Qpost = 13 cfs 10 yr flood
Estimate Stormwater Storage Needed:
S = (Qpost - Qpre) * Tp *60 sechnin
If S is ncg. (Qpre > Qpost)
S = 1.39 * Qpost * Tp
Determine Total Stora,_re
Total Storage = Flood Storage
Total Storage =
Total Stage =
Configure Outlet
Select Riser by Orifice Equation
h = ((0.159 * Q)/(Cd * D^2))^2
h is to Centerline of barrel
Q,t nn Trial anrt Frrnr tnhle
Cd =
S=
S=
S needed =
Qp =
0.6
Tp =
Tp =
17989 cf
4.29 ft
z
D (inch) D (ft) h (ft) h + D/2 (ft)

24 2 0.22 1.22
30 2.5 0.09 1.34
12 1 3.44 3.94
Route to confirm
S54 ft
17999.2 cf
903 cf
17989 of
7 cfs
Try barrel =
Riser =
63.59 min.
49.97 min.
12
18
Peak Inflow
DESIGN STORM:
BACKGROUND:
REFERENCES:
SOLUTION - Qp:
HUA No. HA0005 Anderson Creek Clubhouse
Harnett County, NC
10-Year, 24-Hour Depth; 10-Year Intensity
Use the Rational Method
(Malcom, 1991; Wanielista, 1990)
Use the Kirpich Equation & the Rational Method
INPUT
L = 600 ft
H = 14 ft
Te = 5.00 minutes
I = 7.30 in/hr
A = 3.75 acres
Pre Development C = 0.33
SOLUTION - Tp: INPUT
P = 5.70 in
CN = 80
TERMINOLOGY:
A = Watershed Area, (acres)
a = Statistical Variable
b = Statistical Variable
C = Runoff Coefficient
CN = Curve Number
14 = Vertical Relief, (ft)
1 = Rainfall Intensity, (in/hr)
Qp = 9 efs
OUTPUT
S = 2.50 in
Q* = 3.51 in
Tp = 63.45 minutes
L = Hydraulic Length, (ft)
P = Precipitation Depth, (in)
Q* = Runoff Depth, (in)
Qp = Peak Discharge, (cfs)
S = Ultimate Soil Storage, (in)
Tc = Time of Concentration, (minutes)
Tp = Time to Peak, (minutes)
OUTPUT
FINAL RESULTS: Qp = 9 CFS
Tp = 63.45 MINUTES
Pear Inflow
DESIGN STORM:
BACKGROUND:
REFERENCES:
SOLUTION - Qp:
L= ft
H= ft
HUA No. HA0005 Anderson Creek Clubhouse
Harnett County, NC
10-Year, 24-Hour Depth; 10-Year Intensity
Use the Rational Method
(Malcom, 1991; Wanielista, 1990)
Use the Kirpich Equation & the Rational Method
INPUT OUTPUT
Tc = 11.20 minutes
I = 6.01 in/hr
Post Development
SOLUTION - Tp:
A == _ 3.37 acres
C = 0.66
INPUT
Qp = 13 cfs
OUTPUT
P = 5.70 in
CN = 90
TERMINOLOGY:
A - Watershed Area, (acres)
a = Statistical Variable
b = Statistical Variable
C = Runoff Coefficient
CN = Curve Number
I I = Vertical Relief, (ft)
I = Rainfall Intensity, (in/hr)
S = 1.11 in
Q* = 4.55 in
Tp = 49.97 minutes
L = Hydraulic Length, (ft)
P = Precipitation Depth, (in)
Q* = Runoff Depth, (in)
Qp = Peak Discharge, (cfs)
S = Ultimate Soil Storage, (in)
Tc = Time of Concentration, (minutes)
Tp = Time to Peak, (minutes)
FINAL RESULTS: Qp = 13 CFS
Tp = 49.97 MINUTES
Peak Inflow
DESIGN STORM
BACKGROUND:
REFERENCES:
SOLUTION - Qp:
L = 600 ft
II = 14 ft
HUA No. HA0005 Anderson Creek Clubhouse
Harnett County, NC
25-Year, 24-Hour Depth; 25-Year Intensity
Use the Rational Method
(Malcom, 1991; Wanielista, 1990)
Use the Kirpich Equation & the Rational Method
INPUT OUTPUT
Te = 5.00 minutes
I = 8.29 in/hr
Pre Development
SOLUTION - Tp:
A = 3.75 acres
C = 0.33
INPUT
Qp = 10 efs
OUTPUT
P = 6.80 in
CN = 80
TERMINOLOGY:
A = Watershed Area, (acres)
a = Statistical Variable
b = Statistical Variable
C = Runoff Coefficient
CN = Curve Number
li = Vertical Relief, (tt)
I = Rainfall Intensity, (in/hr)
S = 2.50 in
Q* = 4.51 in
Tp = 71.76 minutes
L = Hydraulic Length, (ft)
P = Precipitation Depth, (in)
Q* = Runoff Depth, (in)
Qp = Peak Discharge, (cfs)
S = Ultimate Soil Storage, (in)
Tc = Time of Concentration, (minutes)
Tp = Time to Peak, (minutes)
FINAL RESULTS: Qp = 10 CFS
11 Tp = 71.76 MINUTES
Peak Inflow
DESIGN STORM:
BACKGROUND:
REFERENCES:
SOLUTION - Qp:
L= ft
H= ft
OUTPUT
Tc = 11.20 minutes
1 = 6.85 in/hr
Post Development
SOLUTION - Tp:
HUA No. HA0005 Anderson Creek Clubhouse
Harnett County, NC
25-Year, 24-Hour Depth; 25-Year Intensity
Use the Rational Method
(Malcom, 1991; Wanielista, 1990)
Use the Kirpich Equation & the Rational Method
INPUT
A = 3.37 acres
C = 0.66
INPUT
P = 6.80 in
CN = 90
TERMINOLOGY:
A = Watershed Area, (acres)
a = Statistical Variable
b = Statistical Variable
C = Runoff Coefficient
CN = Curve Number
H = Vertical Relief, (ft)
I = Rainfall Intensity, (in/hr)
Qp = 15 cfs
OUTPUT
S = 1.11 in
Q* = 5.63 in
Tp = 54.18 minutes
L = Hydraulic Length, (ft)
P = Precipitation Depth, (in)
Q* = Runoff Depth, (in)
Qp = Peak Discharge, (cfs)
S = Ultimate Soil Storage, (in)
Tc = Time of Concentration, (minutes)
Tp = Time to Peak, (minutes)
FINAL RESULTS: Qp = 15 CFS
11 Tp = 54.18 MINUTES

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Chainsaw Routing
(REF: Malcom, 1991)
IIUA No. HA0005 Anderson Creek Clubhouse
Ilarnett County, NC
Design Storm: 10-year
Pond must detain inch of rainfall runoff from all impervious surfaces
RESULTS J
Q."F = 9 CTS 6.46 FT T-S.nnu = 26,304 CU-FT
Q.pr = 0 ('TS /,.S = 0.00 FT WSA.max = 8,492 SQ-FT
FRBI).min = 1.04 UT V.S = 0.0 ITS T-S.max = 34,522 CU-FT
WSEL.nrm = 295.00 FT Qs = 0 CPS WSA.nrm = 5,399 SQ-FT
WSEL.max = 298.46 FT T-S.det = 16,117 CU-FT

INPUT
QP = 13 CTS N.r = I Cw.s = 3.00
"I'P = 49.97 MIN Cw.r = 3.30 Ct.s = 2.45
d'F - 4 MIN Cd.r _ 0.60 13.S = 2.00 FT
M= 3 :1
Ks = 1776
b = 1.59 Dx = 1.50 F.I.
H-s = 298.60 FT
N.b
El-dam = 299.50 FT Cd.h = 0.60 ELI- = 297.40 FT
EL.i = 292.00 FT D.b - 12 INCH EL.r = 297.40 FT
OUTPUT
A 13 C t) E P G I1 I
Time
I Inflow
1 Storage
S Idevation
WSEL Outflow
O Riser
O.r-w Riser
O.r-o Barrel
O.b Spillway
O.S
MIN CFS CU-FT TT CFS CFS CFS CFS (A'S
0 0 10125 / Z`/J.UU v rvn rvn i14t% v.v
4 0 10187 295.00 0.00 0.0 0.0 6.0 0.0
8 1 10237 295.01 0 0.0 0.0 6.0 0.0
12 2 10430 295.04 0 0.0 0.0 6.0 0.0
16 3 10853 295.12 0 OA 0.0 6.1 0.0
20 4 11578 295.25 0 0.0 0.0 6.3 0.0
24 6 12657 295.44 0 0.0 0.0 6.5 0.0
28 8 14120 295.68 0 0.0 0.0 6.7 0.0
32 9 15974 295.98 0 0.0 0.0 7.0 0.0
36 II 18200 296.;2 0 0.0 0.0 7.4 0.0
40 12 20756 296.69 0 0.0 0.0 7.7 0.0
44 13 23580 297.09 0 0.0 0.0 8.1 0.0
48 13 26591 297.49 0 0.4 2.5 8.4 0.0
52 13 29607 297.87 5 5.0 5.8 8.7 0.0
56 13 31518 298.10 7 9.2 7.1 8.9 0.0

60 12 32815 298.26 8 12.4 7.9 9.1 0.0
64 II 33741 298.37 8 14.9 8.4 9.1 0.0
68 10 34292 298.44 9 16.4 8.7 9.2 0.0
72 9 34522 298.46 9 17.0 8.8 9.2 0.0
76 8 34498 298.46 9 17.0 8.8 9.2 0.0
80 7 34270 298.43 9 16.3 8.6 9.2 0.0
84 6 33885 298.39 8 15.3 8.5 9.2 0.0
88 6 33378 298.33 8 13.9 8.2 9.1 OA
92 5 32784 298.26 8 12.3 7.9 9.1 0.0
96 5 32131 298.18 8 10.7 7.5 9.0 0.0
100 4 31445 298.09 7 9.0 7.1 8.9 0.0
104 4 30747 298.01 7 7.4 6.6 8.9 0.0
108 3 30059 297.92 6 5.9 6.2 8.8 0.0
112 3 29457 297.85 5 4.7 5.7 8.7 0.0
116 3 29067 297.80 4 3.9 5.4 8.7 0.0
120 2 28782 297.77 3 3.4 5.1 8.7 0.0
124 2 28556 297.74 3 3.0 4.9 8.6 0.0
128 2 28366 297.71 3 2.7 4.8 8.6 0.0
132 2 28199 297.69 2 2.4 4.6 8.6 0.0
136 2 28049 297.67 2 2.2 4.4 8.6 0.0
140 1 27913 297.65 2 2.0 4.3 8.6 0.0
144 1 27787 297.64 2 1.8 4.2 8.6 0.0
148 1 27671 297.62 2 1.6 4.0 8.5 0.0
152 1 27564 297.61 1 1.5 3.9 8.5 0.0
156 1 27463 297.60 1 1.4 3.8 8.5 0.0
160 1 27370 297.59 1 1.2 3.7 8.5 0.0
164 1 27283 297.57 1 1.1 3.6 8.5 0.0
168 1 27201 297.56 1 1.0 3.4 8.5 0.0
172 1 27125 297.55 1 0.9 3.3 8.5 0.0
176 1 27054 297.54 1 0.9 3.2 8.5 0.0
180 1 26987 297.54 1 0.8 3.1 8.5 0.0
184 0 26925 297.53 1 0.7 3.0 8.5 0.0
188 0 26866 297.52 1 0.7 3.0 8.5 0.0
192 0 26812 297.51 1 0.6 2.9 8.5 0.0
196 0 26761 297.51 1 0.5 2.8 8.4 OA
200 0 26713 297.50 0 0.5 2.7 8.4 0.0
204 0 26668 297.49 0 0.5 2.6 8.4 0.0
208 0 26626 297.49 0 0.4 2.5 8.4 0.0
212 0 26586 297.48 0 0.4 2.5 8.4 0.0
216 0 26549 297.48 0 0.3 2.4 8.4 0.0
220 U 26515 297.48 0 0.3 2.3 8.4 0.0
224 0 26482 297.47 0 0.3 2.3 8.4 0.0
228 0 26452 297.47 0 0.3 2.2 8.4 0.0
232 0 26423 297.46 0 0.2 2.1 8.4 0.0
236 0 26396 297.46 0 0.2 2.1 8.4 0.0
240 0 26371 297.46 0 0.2 2.0 8.4 0.0
244 0 26347 297.45 0 0.2 2.0 8.4 0.0
248 0 26325 297.45 0 0.2 1.9 8.4 0.0
252 0 26304 297.45 0 0.2 1.9 8.4 0.0

Chainsaw Routing
(REF: Malcom, 1991)
HUA No. HA0005 Anderson Creek Clubhouse
llarnett County, NC
Design Storm: 25-year
Pond must detain inch of rainfall runoff from all impervious surfaces
RESULTS
Q.T = 10 CPS /..rsvr = 6.85 FT T-S.nrm = 26,446 CU-FT
Q.pr = I CPS /.s = 0.25 FT WSA.max = 8,787 SQ-FT
FRBD.min = 0.65 FI' Vs - 1.4 ITS F-S.max = 37,844 CU-F"I'
WSEI,.nrm -= 295.00 F -I Q.s = I CFS WSA.nrm = 5,399 SQ-FT
WSEL.max = 298.85 F"1' T-S.det = 16,259 CU-FT

INPUT
Qp = 15 CFS N.r = I Cw.s = 3.00
"I'p = 54.18 MIN Cw.r = 3.30 Ct.s = 2.45
CIT = 4 MIN Cd.r = 0.60 B.s = 2.00 FT
M= 3 :I
Ks = 1776
b - 1.59 Dx - 1.50 FT
EI-s = 298.60 FT
N.b =
ElAam = 299.50 FT Cd.b = 0.60 EL.r = 297.40 FT
EL.i = 292.00 FT D.b = 12 INCH EL.r = 297.40 FT
OUTPUT
A B C D E F G H I
Time
1 Inflow
I Storage
S FIcvation
WSEL Outflow
O Riser
O.r-w Riser
O.r-o Barrel
O.b Spillway
O.s
MIN CFS CU-F"I' FT CFS CFS CFS CFS CFS
0 I1 MIN/ ZVDA 1 V rvn IN/% ivn v.v
4 0 10187 295.00 0.00 0.0 0.0 6.0 0.0
8 1 10236 295.01 0 0.0 0.0 6.0 0.0
12 2 10426 295.04 0 0.0 0.0 6.0 0.0
16 3 10844 295.12 0 0.0 0.0 6.1 0.0
20 5 11565 295.25 0 0.0 0.0 6.3 0.0
24 6 12646 295.44 0 0.0 0.0 6.5 0.0
28 8 14125 295.68 0 0.0 0.0 6.7 0.0
32 10 16020 29599 0 0.0 0.0 7.1 0.0
36 II 18325 296.34 0 0.0 0.0 7.4 0.0
40 13 21014 296.73 0 0.0 0.0 7.8 0.0
44 14 24040 297.15 0 0.0 0.0 8.1 0.0
48 15 27335 297.58 1 1.2 3.6 8.5 0.0
52 15 30533 297.98 6 6.9 6.5 8.8 0.0
56 15 32560 298.23 8 11.8 7.7 9.0 0.0

60 15 34291 298.44 9 16.4 8.7 9.2 0.0
64 14 35711 298.60 9 20.5 9.3 9.3 0.0
68 13 36789 298.73 10 23.8 9.8 9.4 0.3
72 12 37508 298.81 10 26.0 10.1 9.5 0.7
76 11 37834 298.85 10 27.1 10.2 9.5 1.0
80 10 37844 298.85 10 27.1 10.2 9.5 1.0
84 9 37620 298.82 10 26.4 10.1 9.5 0.8
88 8 37231 298.78 10 25.1 10.0 9.5 0.5
92 7 36720 298.72 10 23.6 9.8 9.4 0.3
96 7 36111 298.65 9 21.7 9.5 9.4 0.1
100 6 35408 298.57 9 19.6 9.2 9.3 0.0
104 5 34621 298.48 9 17.3 8.8 9.2 0.0
108 5 33793 298.38 8 15.0 8.4 9.2 0.0
112 4 32946 298.28 8 12.8 8.0 9.1 0.0
116 4 32098 298.17 7 10.6 7.5 9.0 0.0
120 4 31268 298.07 7 8.6 7.0 8.9 0.0
124 3 30471 297.98 6 6.8 6.5 8.8 0.0
128 3 29720 297.88 5 5.2 5.9 8.8 0.0
132 3 29194 297.82 4 4.2 5.5 8.7 0.0
136 2 28848 297.77 4 3.5 5.2 8.7 0.0
140 2 28595 297.74 3 3.1 5.0 8.6 0.0
144 2 28394 297.72 3 2.8 4.8 8.6 0.0
148 2 28224 297.69 2 2.5 4.6 8.6 0.0
152 2 28076 297.68 2 2.3 4.5 8.6 0.0
156 2 27943 297.66 2 2.0 4.3 8.6 0.0
160 1 27822 297.64 2 1.9 4.2 8.6 0.0
164 1 27710 297.63 2 1.7 4.1 8.6 0.0
168 1 27607 297.62 2 1.6 4.0 8.5 0.0
172 1 27510 297.60 1 1.4 3.8 8.5 0.0
176 1 27420 297.59 1 1.3 3.7 8.5 0.0
180 1 27335 297.58 1 1.2 3.6 8.5 0.0
184 1 27256 297.57 1 1.1 3.5 8.5 0.0
188 1 27181 297.56 1 1.0 3.4 8.5 0.0
192 1 27111 297.55 1 0.9 3.3 8.5 0.0
196 1 27046 297.54 1 0.8 3.2 8.5 0.0
200 1 26984 297.54 1 0.8 3.1 8.5 0.0
204 0 26926 297.53 1 0.7 3.0 8.5 0.0
208 0 26871 297.52 1 0.7 3.0 8.5 0.0
212 0 26820 297.51 1 0.6 2.9 8.5 0.0
216 0 26772 297.51 1 0.6 2.8 8.4 0.0
220 U 26726 297.50 1 0.5 2.7 8.4 0.0
224 0 26683 297.50 0 0.5 2.6 8.4 0.0
228 0 26643 297.49 0 0.4 2.6 8.4 0.0
232 0 26605 297.49 0 0.4 2.5 8.4 0.0
236 0 26569 297.48 0 0.4 2.4 8.4 OA
240 0 26536 297.48 0 0.3 2.4 8.4 0.0
244 0 26504 297.47 0 0.3 23 8.4 0.0
248 0 26474 297.47 0 0.3 2.2 8.4 0.0
252 0 26446 297.47 0 0.3 2.2 8.4 0.0
? N
Riprap Velocity Dissipator Pad
Dissipator #1
HUA No. HA0005 Anderson Creek Clubhouse
Harnett County, NC
Design Storm: 10-year, 10-min.
BACKGROUND: Use the E&S Control Planning & Design Manual, Section 8.06.
At the outlet of Pipe J13-out is 11 cfs at 5.5 fps
REFERENCE: (NCDENNR, 1993)
Step 1. Minimum Tailwater Condition
Step 2. D-o = 24 in.
D-o = 2 ft.
Q-10 = 11 crs
d-50 = 0.25 ft.
L-a = 10 ft.
Step 3. 3*D-o = 6 ft.
W = 12 ft.
Step 4. d-max 0.375 ft.
d-max 4.5 in.
Step 5. Thickness = 0.4 ft.
Thickness = 5 in.
Figure 8.06 a
Figure 8.06 a
USE: 6 ft.
USE: 12 ft.
Maximum Stone Diameter (1.5*d-50)
USE: Class "B" Rip-Rap
Apron Thickness With Filter Fabric (1.5*d-50)
USE: 6 in.
TERMINOLOGY: Q10 = 10-Year Design Storm, Peak Discharge, (cfs)
D-o = Pipe Diameter, (in. & ft.)
d-50 = Mean Stone Diameter of Rip-Rap, (ft.)
L-a = Length of Rip-Rap Apron, (ft.)
3*D-o = Width of Rip-Rap Apron @ Pipe Outlet, (ft.)
W = Width of Rip-Rap Apron @ End of Apron, (ft.)
d-max = Maximum Stone Diameter of Rip-Rap, (ft. & in.)
Thickness = Thickness of Rip-Rap Apron With Filter Fabric, (ft. &in.)
% w
Riprap Velocity Dissipator Pad
Dissipator #2
IIUA No. HAO005 Anderson Creek Clubhouse
Harnett County, NC
Design Storm: 10-year, 10-min.
BACKGROUND: Use the E&S Control Planning & Design Manual, Section 8.06.
At the outlet of Pipe JB-out is 11 cfs at 5.5 fps
REFERENCE: (NCDEANR, 1993)
Step 1. Minimum Tailwater Condition
Step 2. D-o = 15 in.
D-o = 1.25 ft.
Q-10 = 1.4 cfs
d-50 = 0.15 ft.
L-a = 6 ft.
Steil 3. 3*D-o = 3.75 ft.
W = 7.25 ft.
Step 4. d-max 0.225 ft.
d-max 2.7 in.
Step 5. Thickness = 0.2 ft.
Thickness = 3 in.
Figure 8.06 a
Figure 8.06 a
USE: 4 ft.
USE: 8 ft.
Maximum Stone Diameter (1.5*d-50)
USE: Class "B" Rip-Rap
Apron Thickness With Filter Fabric (1.5*d-50)
USE: 6 in.
TERMINOLOGY: Q10 = 10-Year Design Storm, Peak Discharge, (cfs)
D-o = Pipe Diameter, (in. & ft.)
d-50 = Mean Stone Diameter of Rip-Rap, (ft.)
L-a = Length of Rip-Rap Apron, (fl.)
3*D-o = Width of Rip-Rap Apron (al Pipe Outlet, (ft.)
W = Width of Rip-Rap Apron (d, End of Apron, (ft.)
d-max = Maximum Stone Diameter of Rip-Rap, (ft. & in.)
Thickness = Thickness of Rip-Rap Apron With Filter Fabric, (ft. &in.)

Temporary Sediment Trap
HUA No. HA0005 Anderson Creels Clubhouse
Harnett County, NC
10-Year Design Storm
OBJECTIVE: Design a Temporary Sediment Trap for Forebay into Detention Pond
Determine the weir length, capacity & freeboard of the sediment trap
SOLUTION - Qp: Use the calculated Time of Concentration and the Rational Method to determine
the peak inflow from the design storm.
INPUT OUTPUT
L = 1120 ft.
Hv = 3 ft.
Tc = 11.20 minutes
1 = 6.01 in./hr.
A = 3.37 acres
C = 0.33 Qp = 6.7 cfs
SOLUTION - Lw: Use Trial & Error with Weir Length (Lw) & Driving Head (H) to make Qp <= Qw
INPUT OUTPUT
Cw = 3.00 Qp = 6.7 cfs
Lw = 7 ft. Qw = 7.42 cfs
H = 0.5 ft. Freeboard = 0.50 ft.
DIMENSIONS: A.disturb = 3.37 acres x 900 of / acre
(Must he cleanout more frequently)
S-Trap.H = 3.00 ft.
S-Trap.D = 2.00 ft. Volume = 3033 cf
S-Trap.W = 30.1111 ft. cf
S-Trap.L = 50.00 ft. Capacity = 3000 of
TERMINOLOGY: Cw = Weir Coefficient L= Watershed Hydraulic Length, (ft)
Lw = Weir Length, (ft.) Hv = Watershed Vertical Relief, (ft)
H= Driving Head, (ft.) a= Statistical Rainfall Variable
Qp = Peak Inflow, (cfs) b = Statistical Rainfall Variable
Qw = Peak Discharge, (cfs) A = Watershed Area, (acres)
A.disturb = Disturbed Area, (acres) C = Rational Runoff Coefficient
Freeboard = Freeboard of Weir, (ft.) Tc = Time of Concentration
Cap.-R. = Required Trap Capacity, (cf) I = Rainfall Intensity, (in./hr.)
Cap.-D. = Design Trap Capacity, (cf)
S-Trap.H = Sediment Trap Height, (ft.) S-Trap. W = Sediment Trap Width, (ft.)
S-Trap.D = Sediment Trap Depth, (ft.) S-Trap.L = Sediment Trap Length, (ft.)
REFERENCES: (DEHNR, 1988: Alalcom, 1991)
Project No. DWQ 91
Project Name: Anderson Creek
StlN_A.11T'1 f D DESIGN: REQU1RAT_) DASIGN:
elevations status
Bottom of Basin (ft) 292
Permanent Pool (ft) 295 3 ft. depth ok
Temporary Pool (ft) 297.4 2.4 ft. depth ok
tireas
Permanent Pool SA (sy 11) 5184 3328 sq. ft. ok
Drainage Area (ac) 3.37
Impervious Area (ac) 1.89 56.1 % -
vohane.s
Permanent Pool (cu ft) 10332
Temporary Pool (cu ft) 6786 6786 cu. ft. check temp(,
Forebay (cu ft) 0 0.0% check forebt
other parwneters
SA/DA 0 2.27 -
Orifice Diameter (in) 0.75 0.02 cfs drawdown -
Design Rainfall (in) 1 4.9 day drawdown ok
Linear fntetl)olatton of Correel S f 114
°./n Im ervious
Next Lowest 50
Project Impervious 56.1
Next Highest 60
3 ft. Permanent Pool Depth
SA/DA from Table
2.06
2.27
2.4
STORMWATER MANAGEMENT SYSTEM
OPERATION AND MAINTENANCE PLAN
for
ANDERSON CREEK CLUBHOUSE
HUA No. HA0005
HARNETT COUNTY, NORTH CAROLINA
APRIL 2000

-4 -10 - 2000
PREPARED BY
HOBBS, UPCHURCH & ASSOCIATES, P.A.
290 S.W. BROAD STREET
SOUTHERN PINES, NORTH CAROLINA
Stormwater Management System
Operation and Maintenance Plan
HUA No. HA0005 Anderson Creek Clubhouse
Anderson Creek, LLP
Harnett County, NC
Construction : (to be performed by contractor)
1. Final grade tolerance for the detention ponds, and grass areas leading to the pond
shall be 0.10 + ft. vertically. Immediately prior to seeding, all areas shall be fine
graded, cutting down high spots and filling in low spots, leaving a smooth even
surface of soil that complies with required grades after settlement.
2. All areas to be seeded shall be fertilized at the rate of 40 pounds of 10-10-10
fertilizer per 1000 square feet. If the soil is dry, the full depth of topsoil shall be
watered thoroughly and surface moisture then allowed to dry. All areas shall be
seeded with Bermuda grass seed applied at a rate of not less than 2 pounds per
1000 square feet and immediately mulched with straw at a rate of 2 tons per acre.
3. The detention pond riser barrel structure shall be constructed according to the
details in the plans. Final tolerance on the elevations of the pipes shall be 0.05+
ft. vertically.
Construction Maintenance: (to be performed by the contractor)
1. The detention ponds and vegetated areas leading to the ponds shall be checked for
stability and operation, following every runoff producing rainfall but in no case
less than once a week until project completion. Repair any eroded areas and
remove any sediment deposits or other obstructions immediately to restore
original smooth grades.
2. All grassed areas shall be maintained from immediately after seeding until project
completion. All grass shall be watered with 1 inch of water per week by rainfall
or contractor and reseeded and mulched as necessary to maintain a vigorous dense
vegetative cover. Grass shall be cut to a height of 3 inches at regular intervals.
One month after seeding, fertilize all grass at the rate of 40 pounds per 1000
square feet of 10-10-10 fertilizer.
3. The detention pond riser/barrrel structure and drawdown orifice shall be checked
for stability and operation, following every runoff producing rainfall but in no
case less than once a week until project completion.
4. Upon project completion, and prior to being turned over to the Owner, the
contractor shall inspect and certify that all disturbed areas have been stabilized
with a vigorous dense vegetative cover, that all debris has been removed from the
ponds, swales and riser barrel structure and that the pond is otherwise suitable to
operate as designed.
Permanent Maintenance: (to be performed by Owner)
Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is
not functioning.
B. Inspect and clear the orifice of any obstructions.
C. Inspect the pond side slopes; remove trash, and repair
eroded areas before the next rainfall event.
II. Quarterly:
A. Inspect the collection system (catch basins, piping, etc) for proper
functioning. Accumulated trash will be cleared from basin grates, basin
bottoms, and piping will be checked for obstructions and cleared as
required.
B. Pond inlet pipe will be checked for undercutting. Riprap or other energy
dissipation structures will be replaced if not functioning properly, and
broken pipes will be repaired.
III. Semi-annually:
A. Accumulated sediment from the bottom of the outlet structure will be
removed.
B. The pond forebay depth will be checked at various points. Sediment
removal is required when the depth is reduced to 75% of the original
design depth.
C. Grassed swales, will be reseeded twice a year.
IV. Annually:
A. The pond depth will be checked at various points. Sediment removal is
required when the depth is reduced to 75% of the original design depth.
Sediment must be removed to at least original design depth.

V. General:
A. Mowing of the side slopes will be accomplished according to the season.
Maximum grass height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be
removed when they cover more than 1 /2 the surface area of the pond. The
best time to cut them is at the end of the growing season, in November.
Environmentally sensitive chemical for use in killing can be used. Contact
your nearest Agricultural Extension Agent.
C. The orifice is designed to draw down the pond in 2-5 days. If
draw-down is not accomplished in that time, the orifice will be replaced
with a larger or smaller orifice. Slow draw-down may be attributed to a
clogged system. The source of the clogging will be found and eliminated.
D. All components of the detention pond system will be kept in good working
order. Repair or replacement components will meet the original design
specifications as per the approved stormwater plan. If previously
approved components are determined to be ineffective, the component
must be redesigned and/or replaced.
Vi. Acknowledgement
1, ___
hereby acknowledge that I am the financially
responsible party for maintenance of these stormwater management system. I will be
responsible for the performance of the maintenance as outlined above, as part of the
Stormwater Management Permit received for this project.
Signature: Date:
Anderson Creek, LLP
Re: angler,eon creek project
Subject: Re: anderson creek project
Date: Mon, 10 Apr 2000 10:19:53 -0400
From: Ken Averitte <Ken.Averit(eCrrlncmaiLnet>
Organization: NC Dept. of Environment. and Natural Resources
To: Shannon Stewart <shannon.stewart 01) ncmail.net>
A
Shannon, the consultant (Christian Prezio:;i) on this should be sending in
some info on this project this week. 'Pj=ie?are putting__together_ a package
that is supposed to demonstrate their need for the pond as roposed. They
ave minimize a rea y _15y eliminating -;()nip of: the fill they originally asked
for. I will be gone the rest of thi s week, (after today at 5 pm). He said he
would be sending- this stuff to Dorney and a copy to me. So far, I haven't
seen it, but it could be here somewhere. I'll call him today and see what's
up and then call or e-mail you.
thanks
KA
Shannon Stewart wrote:
> Hey Ken
> Any news on the Anderson Creek project? I do not want to forget it's on
> my desk. I would hate for the clock to run out on this one. Is there
> any avoidance and minimization that can occur on this site with relation
> to the irrigation ponds? Please provide any information you may have.
> We should probably wrap this one up in the next week. Any additional
> information you can provide would b<, helpful.
> Thanks
> Shannon

Le__
J e--l'
o f ] 4/10/00 10:5;, AM
Anderson Creek Coll'Coursc
Subject: Anderson Creek Golf Course
Date: Fri, 07 Apr 2000 13:51:13 -0400
From: Robin Smith <[e-mail]>
Organization: NC - DENR
To: Tommy Stevens <[e-mail]>
CC: Coleen Sullins <[e-mail]>, John Dorney <[e-mail]>,
[e-mail]
I have an inquiry by way of the Governor's Office concerning the payment
into the wetlands restoration program being required for the Anderson
Creek Golf Course (DWQ 000091). Lori Jones talked to John Culbreth
(910-814-2633) at the request of Senator Oscar Harris. Mr. Culbreth
indicated that the regional office recommended a certain level of
payment into the WRP, but that level was significantly increased (by a
factor of 4) following review in Raleigh. We are being asked to provide
Mr. Culbreth with an explanation for the additional wetlands restoration
funds.
I would appreciate your response as soon as possible so that I can
respond back to the Governor's Office. Thanks.
1 01 ,1 4/8/00 12:48 PM
5WMA, JV'f'-.
Ad Oliee Ax 2522
'VddiiniVr , ?Yt& Waco&w 28402
3e. 990-452-0001
gwa Se 001wd
A., gr A"..
January 18, 2000
Mr. John Dorney
Water Quality Planning
Div. of Environmental Management
4401 Reedy Creek Road
Raleigh NC, 27607
Dear John:

RCI,c r/Lu
99aik 94
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3805 Vak4 ,Wwn e
Vdmi4Wlon, ?I'Se 28403

Enclosed is a NWP 26 application submitted on behalf of Anderson Creek Golf Club (c/o Love Enterprises and
Associates, Inc.) for a 181-acre tract of land located east of State Route 1117 and approximately 3 miles south of NC 27 in
Harnett County, NC. Preliminary site plans propose construction of a golf course and irrigation ponds. The new project
design has sought to avoid and minimize impacts to jurisdictional areas from the original design submitted by the
applicant by incorporating wetlands as features of the golf course. A total of 2.87 acres of wetland impact is expected with
construction of the proposed golf course and irrigation ponds. Original designs have been modified so as to limit the
amount of unavoidable impacts to wetlands.
Associated maps (e.g. topographic quadrangle, soil survey, and wetland boundary map),site plans, and data sheets are
included in the application package. If you have any questions or require additional information concerning site
conditions, please do not hesitate to contact meat [phone]. Thank you for your assistance in this matter.
Sincerely,
Piner
Environmental Scientist
Encl.
DHH ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLICATIONS
FOR NATIONWIDE PERMITS THAT REQUIRE:
NOTIFICATION TO THE CORPS OF ENGINEERS
APPLICATION FOR SECTION 401 CERTIFICATION
COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMEN
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE, OF THE CORPS
OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C, DIVISION OF
ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET) PLEASE PRINT.
1. OWNERS NAME: Anderson Creek Golf Club c/o Love Enterprises and Associates Inc.
2. MAILING ADDRESS: PO Box 20344
St. Simons Island GA 31522
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING
ADDRESS ABOVE): Project is located east of Nursery Rd (SR 1117) approximately 3 miles
south of NC 27, Anderson Creek area Harnett County NC
3. TELEPHONE NUMBER (WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER:
Land Management Group, Inc. c/o Scott Piner
MAILING ADDRESS, PHYSICAL ADDRESS: TELEPHONE:
P.O. Box 2522 3805 Wrightsville Ave., #14 office [phone]
Wilmington, N.C. 28402 Wilmington, N.C. 28403 fax [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Harnett NEAREST TOWN OR CITY: Anderson Creek
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Project site is located east of Nursery Rd (SR 1117) approximately 3 miles south of NC 27, Anderson
Creek area Harnett Count NC
6. IMPACTED OR NEAREST STREAM/RIVER: South Prong Anderson Creek RIVER BASIN: Cape Fear
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH
QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR
WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ ] NO [X] A Nationwide Permit 14 was requested for Anderson Creek Inc. c/o John Culbreth
on 1/5/00 for 0.55 acre to be used for road crossings.
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [] NO [X]
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND 181 acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 100.21
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.12 EXCAVATION: 2.75
FLOODING: N/A OTHER: N/A
DRAINAGE: N/A TOTAL ACRES TO BE IMPACTED: 2.87 acres
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): N/A _
(2) STREAM CHANNEL IMPACT WILL RESULT FROM: N/
11
IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? 50 acres
WHAT IS THE EXPECTED POND SURFACE AREA? 4.0 acres
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED (ATTACHED PLANS: 8 1/2" X 11" DRAWINGS ONLY):
The NWP 26 will be used for the clearing and filling of 0.12 acre of wetlands for completion of two golf
course holes. The balance of the NWP 26, 2.75 acres will be used for the excavation wetlands to be used
as irriqation ponds.
13. PURPOSE OF PROPOSED WORK: The NWP will allow the completion of two golf course holes as well
as the construction of two irrigation ponds
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
Wetland fingers transect most of the protect site The site design has avoided wetland areas where
possible and subsequently minimized unavoidable wetland impacts. Almost of the wetlands areas have
been incorporated into the golf holes rather than requesting fill The only two areas (totaling 0.12 acre)
requiring fill are within the range of play. Two irrigation ponds are also being requested. This will require
excavation of some portions of wetlands totaling 2.75 acres Construction will be closely monitored so that
no work will be done in the surrounding stream beds.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR
NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING
THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR
THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY
THE PROPOSED PROJECT. DATE CONTACTED: No longer contacted per their request.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: No longer contacted per their request.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND?
YES [ ] NO [X] (IF NO, GO TO 18)
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29 AND 38). ALL STREAMS
(INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP
SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? On-site waste treatment
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
*NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION, AND,
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION
OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE
NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
OWN R'S/AG NT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY IF
AUTHORIZATION LETTER FROM THE
OWNER IS PROVIDED (18g.))
& o
DATE
c
1

I
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0 1 2 4
SCALE 1" = 2 MILES
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Vicinity Map
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
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NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants USGS 7.5?
Anderson Creek Golf Course Wilmington, N.C. Anderson Creek
Harnett County, NC January 2000 Quad Sheet
NWP Request Land Management Group, Inc. SCS Soil Surve
Love Enterprises and Assoc., Inc. Environmental Consultants Y
Anderson Creek Golf Course Wilmington, N.C. Harnett County
Harnett County, NC January 2000
/ -280-
7 TEMP ROCK DAM #28
--TEMP. RO -CK DAM /'?8
3 7
,
T'E`MP. ROCK DAM /16
3 7
- - - \„
N
0 100 200 400
SCALE 1" = 200'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
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NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
3STING
LAKE
H%cmw LAND & I
PLAT CABIT F. SLID
ENTERPRISES AND ASSOCIATES,
GOLF Note: Wetlands will be excavated for the
purpose of constructing irrigation ponds.
No work will be done in stream channel.
Proposed irrigation ponds
N
0 200 400 800
SCALE 1" = 400'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
DATA FORM
ROUTINE. WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
: The Senter Tract Date: 8/28/98
m Group County: Harnett
vvner: The Quantu
r: Ham Simkins, Canal Environmental Services State:
l Circumstances exist on the site? T Community ensect ID:ID NAStrearahead Pocosin
signifrcantly disturbed?
a potential problem area? Plot ID. O1
d, a lain on reverse.
Ed.
VEGETATION
Dom rant Plant S ies
Stratum
Indicator
Dominant Plant S ies Stratum Indicator
TREE OBL 5 ka num 1 HERD FACW+
Pines seroflna
Linodendron tullptf era
TRa
FAC
Smdas lauri ha VINE FACW+,
N''ssa binora TREE OBL
11vx coriaeea SHRUB FACW
c rilla rac?!mlfrora SHRUB FACW
4'Iburnnm nudunr SHRUB FACW+
li'oodwardia aereolara HERB OBL
uoodx'ardia vir Inlca Fi) RL' OBL
Perot of Dominant Speces that are OBL, FACW or FAC
(excluding FAC•) 100°'a
Remarks: Herbaceous stratum is sparse because the mid-story is so thick
PITURVt-VV I
Recorded Data (Describe in Remarks):
Stream, Lake, or Tlde Guagg
Aerial Photographs
Othef
X No Recorded Dc+ta Available
Field Observations
Depth of Surface Wstef: (in.)
Depth to Free Water in Pit: (in.)
j Depth to Saturated S l!s. --j-0,I)
retland Hydrology Indicators:
Primary Indictors:
Inundated
__Saturated in Upper 12 Inches
Water Marks
Drift Llnes
Sediment Deposits
Drainage Pattems in Wetlands
Secondary Indicators (2 or more required)
O)ddL,W RM Channels in Upper 12 inches
Water Stained Leaves
Local Sall Survey Data
Fac-Nautral Test
Other (EVlaln in Remnrlom)
I Remarks:
SOILS
Map U"and
iesNaPhamese): Nla edas Bibb loam Drainage Class Door1Y drained
(Ser
Feld Observdtions
Taxonomy (Su roup): T is Fliw ucnts Canfirm Mapped TyWNO
Profile pescriptlon: Texture, Concretions
Depth Matrix Colors Mottle Colors Mottle
Inches Horizon Munsell Moist Munaell Mast AbundancelCentmst Stud ?i Como
2 to 0 Oe
0-20+ Oal 10YR2/1 None NA muck
Hydhc Sal Indicators: Concretions
A Histcscl High Organic Contentin Surface Layer in Sandy Soils
Hiatic en organic StreaXng in Sandy Soils
Suf M odor oisture mime Listed on Local Hyddc Soils List
Aquic M
Reducing Conditions Listed on National Hydfie Sots List
_Gleyed or Low-Chrorrra Colors Other (Explain in Remarks)
Most of these streamheads are trapped as Bibb loam, but they are certainly inclusions that SCS never
Remarks:
bothered to describe. The tamest and best example of this community type (and soli) is actually in an ar.a mapped
as Blaney loamy sand. They occur on argwi c soils that from over layers of kaolin or sesquioxide hardpans where
water is forced to the surfax. They are saturated year-round but unlike Bibb loam. they are nut on floodplain&
Rather, they tend to form on slopes of 6 to 15 percent.
Wt I LANU UM 1 r`Rnr+rr%^ i iwv,
Hydrophytic Vegetation PresertY) Yes
Wetland Hydrology Present? Yes is this a Sampling Pant W%n a Wetland? Yes
Hydric Soils Present? Yes
R Themaiscrks:
ommunity grades into what might better be described as Sandhills Seeps downgradient. The soils
there better match the Bibb profile, and are not as wet, but the vegetation is essentially the same unless
they have burned fairly recently. Upslope, it grades fairly upruptly into Pine-Scrub Oak Sandhills.
Dominant shrubs in the ecotone become flex glabra and Clethra alnrfolia.

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Dellnoation Manuel)
Project/Site: The Senter Tract
Applicantlowner: The Quantum Group
Investigator'
Do Normal Circumstances exist on the site?
Is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explaln on reverse.)
Date: 8/28/98
County: Harnett
State:NC
Community ID: Pine Plantation
Transect ID: NA
Plot ID: 02
H7DROLOGT
_ Recorc4pd Data (Describe In Remarks).
Stream, Lake, or Tide Gunge
Aerld Photographs
Other
X No Recorded Data Available
Wetland Hydrology Indicators:
Primary Indicators:
-inundates!
-Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Pattems in Wetlands
Field Observazions: Secondary Indicators (2 or mars required)
Oxidb¢ed Root Channois In Upper 12 inches
Depth of Surface Water, (in.) Water Stained Lewes
Local Soil Survey Data
Depth to Free Water in Pit: (in•) Fac-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soils: -(in,)
RcfTor*s; No wetland hydrology indicators
i
-- -- - - ---- -

SOILS
Map Unit Noma
ey loam sand
Bl Drainage Class Well drained
(Series and Phase): an Field Observations
Taxonomy (Subgroup) Arenic Hapludults
Contlrm Mapped Type7Yes
Prcrflle Description:
matrix colors
Mottle Colors Mottle Te:dure, Concretions
Depth
inches Horizon Munsell Moist Munsell Mast d.
undance/Contrast structure.
N
O-g p IOYR 5/2 None o
b
loam sand
9-22 E 10YR 6/4 None NA
lydric Soil WicatorB:
Histcsol
Mistic Epipedon
Sulfidlc odor
_?uic Moisture regime
Reducing Conditions
_Gleyed or Lcw-Chroma Colors
Rerr2rks: None hydric soil.
WETLAND DETERMINATION
Hydrephytlc Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Concretions
High Organic Content In Surface Layer in Sandy Soils
Organic Streaking In Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (E;;plein In Remarks)
No
No Is this a Sampling Point within a Wetlands No
To
Remarks

DATA FORM
ROUTINE WETLAND DETERMINATION
(1997 COE Wetlands Delineatlon Manual)
Project/Site: The Senses Tract
Applicant/Owner: The Quantum Group
Investigator
Do Normal Circumstances exist on the site?
Is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
HYDROLOGY
Recoxded Data (Describe in Remaft):
Sream , Lake, or Tide Guage
Aerial Pnatographs
Other
x No Recorded Data Availeble
Field Observations:
Depth of Surface Waxer:
Depth to Free Water in Pit:
Depth to Saturated Soils:
(in.)
(in.)
Date: 8/28/98
County: Harnett
Community ID: Small Stream Swamp
Transect ID: NA
Plot ID: 03
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
?c _Water Merles
_ Y Drift Unes
,X Sediment Deposits
X Drainage Pettoms In Wetlands
Secondary Indicators (2 Of more required)
Oxdizg Root Channeis in Upper 12 inches
Water Stained Leav%
Local Shc Survey Data
Fac-Neutral Test
Other (Explain in Rern3ft)
Rpmarks:

SOILS
Map Unit Name
(Series and Phase):
Wehadkee loam Drainage Class d
_- Field Obser**jcns
Cennrm Mpped'lyps?Yos
(Subgroup)
xonom
T Typic Flu uents
y
a
profile DescoQtI
Depth
matrix Colors
Mottle Colors Te ture, Concretions
Mottle
undance/Contrast Structure, etc.
Inches Horizon Munsell Mois Munsell Moist NA
0-6 A 1OYR 4/1 None NA loam sand
6-18 Bgl 1OYR 5/1
lOYR 6/1 Norte
10YR 516
common/distinct sandy clay loam
18-24 Bg2
Histcsol
Histlc Epipedon
Sulfidic odor
X Aquic Moisture regime
Reducing Conditions
X Gleryed or Lom-Cnrorna Cokes
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Weiland Hydrology Present?
Hydric Sols Present?
Concretions
High Organic Content In Surf2w Layer In Sandy Soils
Organic StmWrK) in Sandy Soils
X Usted on Local Hydric Soils Usk
X_Listed on National Hydric Soils List
(Other (Fxlplaln In Rennaft)
Yes
Yes Is this a Sampling Point Within a Wetland? Yes
Yes
e . -- _ P
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senter Tract
Apocant/Owner: The Quantum Group
Investigator:
Do Normal Circumstances exist on the
is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
Date: 8/28/98
County: Harnett
Community ID: Oak-Hickory Forest
Transect ID: NA
Plot ID: 04
HYDROLOGY

Recorded Data (Describe In Remarks):

StrL=_m , Lake, or Tide Guage
Aerial Photographs
Other
No Rec riled Data Available

Indicators:
Wetland H rdogy
Yd
Primary Indicators:
inundated
Saturated in Upper 12 Inches
_Wafter Marks
-Drift Lines
Sediment Deposits
_
Drainage Patterns in Wetlands
Field Observatlnns. Sacendary Indicators (2 or more required)
pradized Root Channels In Upper 12 inches
Depth of Surface water. (in) Water Stained Lam

(in
) Local Soil Survey Data
•
pepih to Free Weer in Pit: pac,Neum -A Test
other (E)plain in Remarks)
Depth to Saturated Sills: (in.)
Remarks: No hydrology indicators
I?
i
I? _

S01L5
Map Unit Name
(Series and Phase): Gilead loataY s
!1.on (Su roupp A uic Ha l
-C IOrL
Depth Matrix Color
inches Horizon Munsell Me
0-5 A 10YR 5/2
5-9 Btl 10YR 6/6
9-22 Bt2 7/5 YR 6/
Hydric Sal Indicators:
Hlstrsol
Hisk Epipedon
Sutfidic odor
Aquic Moisture regime
Reducing Conditions
_Gleyed or Low-Chrcma C
Remarks; Non.hvdtic soil
WETLAND DETERMINATION
Hydrophytlc Vegetation Present?
Wetland Hyoroicgy Praqent?
Hydric Sale Present?
and 8 to 1 S percent Drainage Class M oat J wejj drained

adults Ccnflrtn Mapped Type?Yes
(Mottle Cdors Mottle TerAure, Concretions
g Munsell Mast a c.
AbundancelContrast Structure,
None Q
WA sand
AT A sandv elav loam
i SYR 5/6 common, distinct sand cla loam
Concretions Soils
High organic Content in Surface Layer in Sandy
Organic Streaking In Sandy S61s
Llstted on Local Hydric Soils List
Listed on Nallonal Hydric Soils List
iors Other' (Explain in Remarks)
No
No Is this a Sampling Point Within a Wetland? No
No
Re: <mderson creek project
Subject: Re: anderson creek project
Date: TUC, 14 Mar 2000 10:56:05 -0500
From: Ken Averitte <Ken.Averitte@ ncmail.net>
Organization: NC Dept. of Environment and Natural Resources
To: Shannon Stewart <shannon.stew [e-mail]>
Shannon, I just talked with Christian Preziosi of Land Management. He says
that things have changed, again. (Scott Piner is no longer with them).
According to Christian, they have elected to o WRP all the way for
mitigation. You should see something on t is fairly soon. As to the need
o e pon for irrigation, I'm trying to get in touch with the engineer
for the golf course about the supply and demand issue for irrigation water.
Shannon Stewart wrote:
> Ken
> Last week I faxed you some additional information on the Anderson Creek
> Golf Club project in Harnett County (#000045 and #000091), which John
> has some concerns with. Have you had a chance to review that
> information yet (or did you even receive it)? Please let me know your
> thoughts on Johns questions/comments. You can call me at 919-733-9582,
> I will be out on Wed of this week.
> Thanks
> Shannon
1 of 1 3/14/00 10:W AM
RE: Anderson Creek Golf Course
Subject: RR: Anderson Creek Golf Course
Date: Tue, 11 Apr 2000 19:51:56 -0400
From: Lori Jones <[e-mail]>
To: "'John Dorney"' <[e-mail]>
John, would you please fax me a copy of this letter"'6/'715-3175 so hat I
may close out this inquiry? Thanks
-----Original Message-----
From: John Dorney [mailto:[e-mail]]
Sent: Tuesday, April 11, 2000 6:42 PM
To: Lori Jones
Subject: Re: Anderson Creek Golf Course
i have called him and he has not called back. i will try to remember to
call
him when it is done but may forget and mail it anyway. if i forget and he
eventually returns my call, he can always come by to pick up a copy.
Lori Jones wrote:
i
> I left a message on Coleen''s voice mail but thought I'd fol w up by
e-mail.
> John, not sure what the utcome of your conversation was with Mr. Culbreth
> the other day but when spoke with him this evening, he ask d that you to
> call him so that he may come to pick up the document once i is ready and
> asked that you not mail it. They are on such a strick ti e schedule that
> every minute is essentia . They plan to deliver this the Army Corps of
> Engineers to get it proce sed.
> -----Original Message-----
> From: Lori Jones
> Sent: Monday, April 10, 2000 2:22 PM
> To: 'John Dorney'; Robin Smith
> Cc: Tommy Stevens; Coleen Sullins; Lori Jones
> Subject: RE: Anderson Creek Golf Course
> John, thanks for your prompt response.
> Since I don't need to be in the middle of this issue, would someone please
> call him about this
> -----Original Message-----
> From: John Dorney [mailto:[e-mail]]
> Sent: Monday, April 10, 2000 1:15 PM
> To: Robin Smith
> Cc: Tommy Stevens; Coleen Sullins; [e-mail];
> [e-mail]
> Subject: Re: Anderson Creek Golf Course
> We are still reviewing this project since most of the impacts are for new
> ponds for the golf course while there are two existing ponds which could
be
> used for irrigation. We should settle this issue soon.
> With respect to your more specific question, the consultant (Rob Moul with
> Land Management Group) in a letter dated April 6, 2000 offered to pay WRP
> for the 1:1 mitigation (about 2.75 acres which could be smaller after we
> resolve the pond issue listed above) and then preserve about 40 acres of
> wetlands on site. This combination would meet the 4:1 requirement in our
> rules (15A NCAC 2H .0506 (h)(6) and (7). A 4:1 ratio is required since
> these wetlands are within 150 feet of a blue line stream shown on the USGS
1 of 2 4/12/00 8:00 AN
permitting games with land managment group
Subject: permitting games with land managment group
Date: Tue, 15 Feb 2000 08:00:38 -0500
From: John Dorney <[e-mail]>
To: "ken.averitte" <[e-mail]>
CC: "[e-mail]. state. nc.us" <[e-mail]>
got your recommendation for project 000045 (Anderson Creek, Inc. c/o
John Culbreath in harnett county). we sent a letter to the Anderson
Creek Golf Club (project with same consultant and which is intertwined
amongst the residential development) on february 8 to put on hold for
the entire project. they wanted 2.87 acres of impact for the golf
course. i plan to pu the residential proejct on hold for same reason
they need to come in with one plan for the entire project (golf and
residential). i suspect that the COE is being wimpy but we will find
out. any objections?
I of I 02/15/2000 8:01 M,1.
DHH ID: d ? 1 CORPS ACTION ID: PAY?J,I V A!7
NATIONWIDE PERMIT REQU TED (PROVIDE NATIONWIDE PERMIT #)fLC
PRE-CONSTRUCTION NOTIFICATION APPLICATI ?).
FOR NATIONWIDE PERMITS THAT REQUIRE: PEG'
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS
OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: Anderson Creek Golf Club c/o Love Enterprises and Associates Inc.
2. MAILING ADDRESS: PO Box 20344
St. Simons Island GA 31522
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING
ADDRESS ABOVE): Proiect is located east of Nursery Rd (SR 1117) approximately 3 miles -
south of NC 27, Anderson Creek area Hamett County NC
3. TELEPHONE NUMBER (WORK): {912) 399.1425
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER:
Land Management Group, Inc. c/o Scott Piner
MAILING ADDRESS: PHYSICAL ADDRESS: TELEPHONE:
P.O. Box 2522 3805 Wrightsville Ave., #14 office [phone]
Wilmington, N.C. 28402 Wilmington, N.C. 28403 fax [phone]
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):

COUNTY: Hamett NEAREST TOWN OR CITY: Anderson Creek
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Project site is located east of Nursery Rd (SR 1117) approximately 3 miles south of NC 27. Anderson
Creek area Harnett Count NC
6. IMPACTED OR NEAREST STREAM/RIVER: South Prong Anderson Creek RIVER BASIN: Cape Fear.
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH
QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-1 OR
WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ ] NO [X] A Nationwide Permit 14 was requested for Anderson Creek Inc. c/o John Culbreth
on 1/5/00 for 0.55 acre to be used for road crossings.
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES a NO [X]
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND 181 acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 100.21
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.12 EXCAVATION: 2.75
FLOODING: N/A OTHER: N/A
DRAINAGE: N/A TOTAL ACRES TO BE IMPACTED: 2.87 acres
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): N/A
(2) STREAM CHANNEL IMPACT WILL RESULT FROM: N/A
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? 50 acres
WHAT IS THE EXPECTED POND SURFACE AREA? 4.0 acres
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED (ATTACHED PLANS: 81/2" X 11" DRAWINGS ONLY):
The NWP 26 will be used for the clearing and filling of 0.12 acre of wetlands for completion of two golf
course holes. The balance of the NWP 26, 2.75 acres will be used for the excavation wetlands to be used
as irri ation ponds.
13. PURPOSE OF PROPOSED WORK: The NWP will allow the completion of two golf course holes as well
as the construction of two irrigation onds.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
Wetland fingers transect most of the proiect site The site design has avoided wetland areas where
possible and subsequently minimized unavoidable wetland impacts. Almost of the wetlands areas have
been incorporated into the golf holes rather than requesting fill The only two areas (totaling 0.12 acre)
requiring fill are within the range of play. Two irrigation ponds are also being requested. This will require
excavation of some portions of wetlands totaling 2.75 acres. Construction will be closely monitored so that
no work will be done in the surrounding stream beds.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR
NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING
THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR
THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY
THE PROPOSED PROJECT. DATE CONTACTED: No longer contacted per their request.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: No longer contacted per their request
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND?
YES [ ] NO [X] (IF NO, GO TO 18)
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29 AND 38). ALL STREAMS
(INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP
SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? On-site waste treatment
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
*NOTE:
WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION, AND,
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION
OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE
NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
5 k,- -
OWN R'S/AG NT'S SIGNATURE
DATE
(AGENT'S SIGNATURE VALID ONLY IF
AUTHORIZATION LETTER FROM THE
OWNER IS PROVIDED (18g.))
N
0 1 2 4
SCALE 1" = 2 MILES
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Vicinity Map
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
NWP Request Land Management Group, Inc. USGS 7.5'
Love Enterprises and Assoc., Inc. Environmental Consultants
Anderson Creek Golf Course Wilmington, N.C. Anderson Creek
Harnett County, NC January 2000 Quad Sheet

NWP Request
Love Enterprises and Assoc., Inc.
Anderson Creek Golf Course
Harnett County, NC
Land Management Group, Inc.
Environmental consultants
Wilmington, N.C.
January 2000
SCS Soil Survey
Harnett County
/ -2Eo- - - - ?'°
TEMP ROCK DAM #28?
40
/ 10000
_ _ V \
?-TEMP. ROCK DAM 12gr _ - - - - \ ?,
T&P. ROCK DAM s/
3 7
N
0 100 200 400
SCALE 1" = 200'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000

\1\`\It \ `• \ 1 z ?c
O
i I I \? e Sal 11 ?. ' 3
N
\ 7.37
BRII)CE?TfP. yr \ ` I
%
EX. I
. j) 1 ( ??(? ?\ \ woo
JJJ , _ ? i s
0 100 200 400
SCALE 1" = 200'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
3STING
LAKE
H01E51EAD UND R 71
PLAT CABIV F- SLID
vE ENTERPRISES AND ASSOCIATES, INC.
GOLF COURSE
Note: Wetlands will be excavated for the
purpose of constructing irrigation ponds.
No work will be done in stream channel.
Proposed irrigation ponds
N
0 200 400 800
SCALE 1" = 400'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senter Tract
Applicant/Owner: The Quantum Group
Investigator: Hamp Simkins, Canal Envi
Do Normal Circumstances exist on the
is the site significantly disturbed?
Is the site a potential problem area?
cif needed. explain on reverse.)
Date: 8/28/98
County: Harnett
Services State:
Community lD: Strearahead Pocosin
Transect ID: NA
Plot ID: 01
VEGETATION
OBL
FAC
rilla raCOM160r4 SHRUB FACW
6'Iburnrrnr ft unr SHRUB FACW
f{bodwardfa aerro/ara HERB OBL
K'ooalwardia vii hilca FTP1t8 OBL
Percent of Dominant Species that are OBL. FACW or
(excluding FAC-) 100°0
Remarks: Herbaceous stratum is sparse because tI
HYDROLOGY
Recorded Data (1)9cnbe in Remarks):
Strea"n, Laf e, or Tlde Guage
Aerial Photographs
Other
X No Recorded Dda Available
Fir4d Oaservations
Depth of Surface Water: (in.)
Depth to Free Watsr in Pit: (in.)
Depth to Saturated SJIs; _-0-0n.)
Plant
FAC Wr,
mid-story is so thicl
Primary Indica:om:
Inundated
_,x_Saturated in Upper 12 Inches
water Marks
Drift Lines
Sediment Deposits
Drainage Pahems in Wetlands
Secondary Indicators (2 or more required)
0)ddizod Real Channels in Upper 12 inches
Water Stained Lames
Local Soil Survey Da'a
Fac-Nsutral Test
Other (Explain in Rem aft)
Remarks :
SOILS
Map Unit Name Drainage Class p=ly drained
(Series and Phase): Iola ed as Sibb loam
Field ObseiMians
Taxonomy (subgroup): T is Fluv uents Confirm Mapped TypONO
Profile Descriotlom: Mottle Texture, Concretions
Depth Matrix Colors Mottle Colors
Inches Horizon Munsell Mast Munsell Mast AbundanodContrttsi ?rud omv VaTELMLY 2 to 0 Or NA truck
0-20+ Oal 10YR2/1 None
KAI It
x_Hist Concretions
High Organic Content in Surface Layer in Sandy Soils
c E
Histi
cn
d Organic streaking in Sandy Soils
or
o
lfidia odor
Su
Aquic Moisture regime
Listed on Local Hyddc Soils List
Listed on National Hyd6c Soils List
Reducing Condlttons
_Gleyed or Low-Chrome Colors Other (Explain in Remarks)
Remarks: Most of these streamhcads are mapped as Bibb loam. but they are certainly inclusions that SCS never
bothered to describe. The largest and best example of this community type (and soil) is actually in an area mapped
as Blaney loamy sand. They occur on organic soils that form over layers of kaolin or sesquicr.dde hardpans where
water is forced to the surf m. Thcy are saturated year-round but unlike Bibb loam. they are not on floodplains.
pathcr, they tend to farm on slopes of 6 to 15 percent.
WETLAND DETERMINATION
W?lland Hydrology Present?
Hydric Soils Present?
Yes
Yes jr, this a Sampling Pant W%n a Wetland? Yes
Yes
Remarks:
This community grades into what might better be described as Sandhills Seeps downgradient. The soils
there better match the Bibb profile, and are not as wet, but the vegetation is essentially the same unless
they have burned fairly recently. Upslope, it grades fairly upruptly into Pine-Scrub Oak Sandhills.
Dominant shrubs in the ecotone become flex glabra and Clethra alnifolia.
_ Ld L
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Dellnoation Manual)
Project/Site: The Senter Tract
Applicant/owner: The Quantum Group
Investigator'
Do Normal Circumstances exist on the site?
Is the site significantly disturbed?
Is the site a potential problem area.
(If needed, explain on reverse)
Date: 8/28/98
County: Harnett
State:NC
Community ID: Pine Plantation
Transect ID; NA
Plot ID: 02
HYDROLOGY
Rea;;;d Data (Descnoe in Remarks): Wetland Hydrdogy indicators:
- Stream , Lake, or Tide Gunge Primary Indiwtors:
Inundated
Aerial Photographs -
Saturated in Upper 12 Inches
Other Water Marks
X No Recorded Data Available Drift Lines
Sedimerd Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or mars required)
Oxid'med Roos Channels In Upper 12 inches
Depth of Surface Water: (in.) Water Stained Lewes
Local Sell Survey Data
Depth to Free Wrier in Pit: -(in.) Fec-Neutral Test
Other (Fsplsin in Remarks)
Depth to Saturated Soils: (in.)
Rcfr-r : No wetland hydrology indicators
1 i
SOILS
Niap Unit Noma Dralnage Class Well drained
(Sexes and Phase): Blaney loam sand Field Obser.-Aans
Conflm+ T 4Yes
Taxonomy (Subgroup): Aranic Ha udults
Ile Descrlotlon:
Depth
matrix colors
Mafia Colors
t Mottle

undence/Contrast Texure, Conc

u
inches Horizon Munsell Moist Munsell Mas N? o
sand
0-9 A lOYR 5/2 None
NA )oamy sand
9-22 E 10YR 6/4 None
Hydrtc Sal Indicators:
Hlstosol
Histic Epipedon
SuKdlc odor
,_J We Moisture regime
-Reducing Conditions
Gleyed or L.o1v.Chroma Colors
Re<rxr s: None hydric soil.
WETLAND DETERMINATION
Hydrophytic Veger."tion Present9
Wetland Hydrology Pra$OM9
Hydric Soils Present?
Concretions
High Organic Content In Surface Layer in Sandy Sob
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils Ust
Lison National Hydr(c Soils List
E?OthV(E.Vlain In Remarks)
No
No
No Is this a Sampling Point Within a Wetland? No
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senter Tract
Applicant/Owner. The Quantum Group
investigator:
Do Normal Circumstances eXist on the site?
Is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
Date: 8123/93
County: Harnett
Community ID: Small Stream Swamp
Transect ID: NA
Plot ID: 03
HYDROLOGY
Recorded Data (Describe in Rem):
Wetland Hydrology Indicators:
Sream , L*e, or Tide GUage Primary Indicatars:
Inundated
Aerial Pnatographs X Saturated in Upper 12 Inches
Other ,x Water marks
}C No Recorded Data Available __
?y _D? V? .
'.Sediment Deposits
X Drainage Peltomc In Wetlands
Field Observations: Secondary Indicators (2 or more required)
Qxdizbd Root Channels in UpW 12 inches
Depth d Surface Water: (in) Water Stained Leavv%
Local Soil Survey Data
Depth to Free Water in Pit: (in.) Fac-Ne.itral Test
Other (Explain In Remarks)
Depth to Sffiuraed Shcs: 4$_._(In.)
Remarks:
II
II

SOILS
Map Unit Name
(Series and Phase):
Wehadkec loam Drainage class d
Field Obsenmtions
Connrm Map ped TyWYcs
Taxonomy (Subgroup)
Typic Flu uents
0G Lm. Matrix Colas Mottle Colors Mottle Teudurs, ConcretIons
ndance/Contrsst Structure, etc.
Inches Horizon Munsell Moss Munsell Moist NA
0-6 A l0YR 4/I None loamy sand
NA
6-18 Bgl 10YR 5/1
IOYR 6/1 None
10YR 516 cor>urlon/distinct sandy clay loam
18-24 B82
iydric Sal Indicators:
Histcsol
Histlc Epipedon
Sulfidic odor
X Aquic Moisture regime
Reducing Conditions
X Gley? of Low-Cnroma CdM
Remarks:
Concretions
High Organic Content In Surface Layer In Sandy Soils
Organic Saes" in Sandy Sills
X Usted on Local Hydric Soils List
_X LJstW on National Hydric Soils List
Other (Explain In Rerrtstto3)
WETLAND DETERMINATION
Hydrophytic Vegeterion Present?
Welland Hydrology Present?
Hydrtc Sills Present?
Yes
Yes
Yes Is this a Sampling Point Within a Wetland? Yes

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senter Tract
ApplicanVowner: The Quantum Group
Investigator:
Do Normal Circumstances exist on the
is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
Date: 8128198
County: Harnett
State:NC
? Community ID: Oak-Hickory Forest
Transect ID: NA
Plot ID: 04
VEGETATION
Dominant Plant S
/Qucrcut albs
Cann tomenroia TKEE
Carnrrs crida
BRUB
i'OCCIni4m iram4niUM
Sassafrass albid um SHRUB
Fie.zas •lis ari aria
Ifilchella re ens HFKB
Pe=nt of Dominant
(eccludi FAC-)
Remarks: .
I
HYDROLOGY
f E7 o_ed Data (Describe In Ra arksl.
Strez'n, L:*e, or Tide Guage
Aerial Photogrephs
Other
No Recd Data Available
Reid Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit; (in.)
Depth to Saturated S0116: (in.)
Remarks: No hydrology indicators
Wetland Hydrology Inatcmcrs.
Primary Indicatars:
inundated
Saturated in Upper 12 Inches
-Water Marks
_____Drlft Lines
Sediment Deposits
Drainage Patterns in Wetlands
Sescndary Indicators (2 or more required)
O)adized Root Channels in Upper 12 inches
water Stained Laares
Local Soil Survey Data
Far,NoA ai Test
-Other (E)Oarn in Remarks)

SOILS
M Unit Name
Gilead Inamy sand 8
to 15 Docent
Drainage Crass moderately well dra(n
s
"
(Series and Phase): on
Field Obs
(Su roup)'
A uic Ha ludults
Comirrn mvped ?Yes
Taman
p?(j u lOr?
th
De
Matrix Cdors ? Cdors

t
a Maple Teduna, Concretions

undancelConumt t
p
i^ Harizon Munsell MeisO s
Munsell M NA
?a a
o-5 A IOYR 5/2 None
NA sand cla loam
5.9 Btl IOYR 6/6
6/6 None
SYR 5/6 cornrtton, distinct sandy c? loam
0_11 Rt2 7/5 YR
-iydric Sal IndlcatorS:
Hlstesol
Histia Epipedcn
Sutridic odor
Pq iur Moisture regime
Reducing Conditions
Gleyed or Lo*Chrcma Colas
Remarks; Non-hydric soil
WETLAND DETERMINATION
Hydrophytlc Vegetetlcn Present?
Wetland Hyaroicgy Present?
Hydric Sane Present?
concraticns
High organic Content in Surface Layw in Sandy Soils
Organic Stm*ing In Sandy Sob
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (E)plain in Remarks)
No
No Is this a Sampling Point Within a Wetland? No
No
ACTION ID: PAYPO^E
DHH ID. CORPS AC
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
a a'
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS
OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: Anderson Creek Golf Club c/o Love Enterprises and Associates, _Inc.
2. MAILING ADDRESS: PO Box 20344
St. Simons Island GA 31522
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING
ADDRESS ABOVE): Project is located east of Nursery Rd (SR 1117) approximately ..3 miles
south of NC 27, Anderson Creek area Harnett Countv NC
3. TELEPHONE NUMBER (WORK): [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER:
Land Management Group, Inc. c/o Scott Piner
MAILING ADDRESS: PHYSICAL ADDRESS: TELEPHONE:
P.O. Box 2522 3805 Wrightsville Ave., #14 office [phone]
Wilmington, N.C. 28402 Wilmington, N.C. 28403 fax [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Hamett NEAREST TOWN OR CITY: Anderson Creek
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Project site is located east of Nursery Rd (SR 1117) approximately 3 miles south of NC 27. Anderson
Creek area Hamett Count NC
6. IMPACTED OR NEAREST STREAM/RIVER: South Prong Anderson Creek RIVER BASIN: Cape Fear
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH
QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR
WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ ] NO [X] A Nationwide Permit 14 was requested for Anderson Creek Inc. C/o John Culbreth
on 1/5/00 for 0.55 acre to be used for road crossings.
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES 0 NO [X]
f
n?
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND 181 acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 100.21
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.12 EXCAVATION: 2.75
FLOODING: N/A OTHER: N/A
DRAINAGE: N/A TOTAL ACRES TO BE IMPACTED: 2.87 acres
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): N/A
(2) STREAM CHANNEL IMPACT WILL RESULT FROM: N/A
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? 50 acres
WHAT IS THE EXPECTED POND SURFACE AREA? 4.0 acres
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED (ATTACHED PLANS: 81/2"X 11" DRAWINGS ONLY):
The NWP 26 will be used for the cleadnq and filling of 0.12 acre of wetlands for completion of two_golf
course holes. The balance of the NWP 26, 2.79--acres, will be used for the excavation wetlands to be used
as irrigation ponds.
13. PURPOSE OF PROPOSED WORK: The NWP will allow the completion of two golf course holes as well
as the construction of two irrigation ponds.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
Wetland fingers transect most of the project site The site design has avoided wetland areas where
possible and subsequently minimized unavoidable wetland impacts. Almost of the wetlands areas have
been incorporated into the golf holes rather than requesting fill The only two areas (totaling 0.12 acre)
requiring fill are within the range of play. Two irrigation ponds are also being requested. This will require
excavation of some portions of wetlands totaling 2.75 acres Construction will be closely monitored so that
no work will be done in the surrounding stream beds.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR
NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING
THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR
THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY
THE PROPOSED PROJECT. DATE CONTACTED: No longer contacted per their request
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: No longer contacted per their request
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND?
YES[ ] NO [X[ (IF NO, GO TO 18)
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29 AND 38). ALL STREAMS
(INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP
SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? On-site waste treatment
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
*NOTE:
WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION, AND,
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION
OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE
NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
OWN R'S/AG NT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY IF
AUTHORIZATION LETTER FROM THE
OWNER IS PROVIDED (18g.))
DATE
N
0 1 2 4
SCALE 1" = 2 MILES
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Vicinity Map
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
0
NWP Request Land Management Group, Inc. USGS 7.5'
Love Enterprises and Assoc., Inc. Environmental Consultants
Anderson Creek Golf Course Wilmington, N.C. Anderson Creek
Harnett County, NC January 2000 Quad Sheet
NWP Request Land Management Group, Inc. SCS Soil Survey
Love Enterprises and Assoc., Inc. Environmental consultants y
Anderson Creek Golf Course Wilmington, N.C. Harnett County
Harnett County, NC January 2000
{. \ \
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0 100 200 400
SCALE 1" = 200'
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Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
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Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
7STING
LAKE
H%*31FAD LAND R 11
PLAT CABW F. SUD
vE ENTERPRISES AND ASSOCIATES. INC.
GOLF COURSE
Note: Wetlands will be excavated for the
purpose of constructing irrigation ponds.
No work will be done in stream channel.
x-.
Proposed Irrigation ponds
N
0 200 400 800
SCALE 1" = 400'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senter Tract
Applicant/owner: The Quantum Group
Investi ator: Ham Simkins, Canal Environmental Services
Do Normal Circumstances exist on the site?
is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
VEGETATION
,11117 rfcra TREE FAC
rc TREE DEL
F
are OBL, FACW or
(excluding FAC-) 100° o
Remarks: Herbaceous stratuun is sparse because the mid-story is so thicI
HERB
ACwr.
HTUKULUUT
-Record xd Data (De,cribe in Remarks):
Strea-n, Lace, or Tide Guage
Aerial Photographs
Other
X No Recorded Dda Available
Field OiG2rvations
Depth of Surface Water: (in.)
Depth to Free Wab5' in Pit: (in.)
j Depth to Saturated S lis:
Primary Indic-tors:
Inundated
_Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drelnage Patterns in Wetlands
Secondary Indicators (2 or more required)
C)Ad*aW R= Channels in Upper 12 inches
Water Strained Lem-es
Local Soil Survey Data
Fac-Neutral Test
Cther (E)plaln in Rem.)
Date: 8/28/98
I County: Harnett
State:
Community ID: Streamhead Pocosin
Transect ID: NA
Plot ID: 01
I Rerrwi(s:
SOILS
Map UMR Name Drainage Class ooorlY drained
(Series and Phase): Ivla cd as Bibb loam
Fold Obsesvtiicris
_._-•- Confirm Mapped Type?NO
Depth
2 to 0 Oz
0-20+ Oal
Matrix Colors Mottle Colors Mottle Texture, Concretions
M-him do
2/1
X_Histt:tscl
Histic Epipedcn
Sulfidle odor
Aquic Moisture mime
Reducing Condltlons
_Gleyed or Lori-Chroma Colors
A
Concretions
High Organic Contem in Surfece Layer in Sandy Sails
Organic strs*l ng In Sandy Soils
Listed on Loeal Hyddr Soils List
Listed on National Hyddc Soils List
ether (Explain in Rernerks)
Remarks: Nlost of these streamhcads are mapped as Bibb loam. but they are certainly inclusions that SCS never
bothered to describe. The largest and best example of this community type (and soft) is actually in an area mapped
as Blaney loamy sand. They occur an arg=n c soils that form over layers of kaolin or sesquioxide hardpans where
water is forced to the surface. Thcy are saturated year-round but unlike Bibb loam. they are not on floodplains.
P.athcr, they tend to form on slopes of 6 to 15 pcrcmt.
WETLAND DETERMINA I IUN
Hydrophydc Vege¢ation Presefrt? Yes
Wetland Hydrdgy Present? Yes Is this a Sampling Pant W!thln a Wetland? Yes
rhav, sent? Yes
nity grades into what might better be described as Sandhilis Seeps downgradient. The soils
atch the Bibb profile, and are not as wet, but the Yegotation is essentially the same unless
rned fairly recently. Upslope, it grades fairly upruptly into Pine-Scrub Oak Sandhills.
ubs in the ecotone become flex glabra and Clethra alnifolia.

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjectlSite: The Santer Tract
Applicantlowner: The Quantum Group
Investigator
Do Normal circumstances exist on the site?
Is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
Date: 8/28/98
County: Harnett
State:NC
Community ID: Pine Plantation
Transact ID: NA
Plot ID: 02
HYDROLOGY
RecMed Data (Descri'oe In Remarks):
StrTan, lake, or T)de Guage
Aerial Photographs
Other
X No Recorded Data Available
Wetland Hydrciogy Indicators:
Primary Indicatos:
-Inundated
_Saturated in Upper 12 Inches
water marks
Drift Unes
Sediment Deposits
Drainage Parrems in Wetlands
Field Observations: Secondary Indicators (2 or more required)
Odd-mad Root Channels in Upper 12 inches
I Depth of Surface Water: (in.) Water Stained Lewes
local Soil Surjey Data
Depth to Free Water in Pit: (in.) Fac Neutral Test
Other (Explain in Remarks)
Depth to saturated Soils: (in.)
RNo wetland hydrology indicators
I?
- :ter.. r'• ?. .. .-, ? 'r? ?'.C
SOILS
h1aD Unit Noma DralnagA Class Well drained
(SsirSes and Phase): Blaney loamy sand Field Observations
Confirm "pod T 7Yes
Taxonomy (Subgroup): Arenic Ha ludults
E ?cricSton;
Depth
Matrix Colors
Mottle Colas
t Mottle

undencelContrsst Tezure. Conc

Structure.
inches Horizon Munsell Moist Munsell Mas NA snd
0-9 p lOYR S/2 None
NA loam sand
9-22 E IOYR b/4 None
lydric Soil Indicators:
Histosol
Mistic Epipedon
SuKdlc odor
/?quic Moisture regime
Reducing g Conditions
Gleyed or Low-Chrome Colas
R?narks: None hydric soil.
WETLAND DETERMINATION
Hydrephytic Vegewior, Present?
Welland Hydrology Present?
Hydric Soils Present?
Remarks:
Concretions
High Organic Content In Surface Layer in Sandy Sella
Organic Streaking In Sandy Soils
Listed on Local Hydric Soils Ust
Listed on National Hydric Sorts List
Other (E)piein In remarks)
No
No is this a sampling point Within a Wetland7 No
No

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senter Tract
Applicant/Owner: The Quantum Group
Investigator:
Do Normal Circumstances exist on the
Is the site significantly disturbed?
Is the site a potential problem area?
Ilf needed. explain on reverse.)
Date: 8/28198
County: Harnett
State:NC
Community ID: Small Streatrt Swamp
Transect ID: NA
Plot ID: 03
HYDROLOGY
Wetland Hydrology Indicators:
Reccrded Data (Describe in Rerr?);
or Tide Guage
L*e
Sn?m Primary Indicators:
,
,
Aerial Prwtographs Inundated
X Saturated in Upper 12 Inches
Other ?c _Water Marks
X No Retarded Data Availeble _X Drift Urtes
?c Sediment Depoelts
X Drainage Perms In Wetlands
Field Observtions: Secondary Indicators (2 or more required)
pxdi7a Rcat Channels in Uppy 12 inches
Depth d Surface water: (in•) Water Stained Leaves
Local Soll Survey Data
Depth to Free Water in Pit: (in.) Fac-Neutral Test
-Other (E)plain In F2?rtar4v)
Depth to Saturared Sals: ?_---(?n•)
Remarks:
?I
- .•? ? ?. 1, "._ -F?? .-????
SOILS
Map Unit Name Drainage Class d
(Series and Phase): Wehadkec loa Field 0 senotions
P Descdmm.
Dqttr Matcin Cdors Mottle Colors Mottle

ndancelContrsst Texture, Concretions

Structure, etc,
Inches Horizon Munsell Mois Munsell Moist NA
0-6 A l0YR 4/1 None
NA loamy sand
6-18 Bel 10YR 5/1
10YR 6/1 None
10YR 5/6 common/distinct sandy clay loam
18-24 Bg2
Hyanc aai inaicew". Concretions
Histosol High Organic Content In Surface Myer In Sandy Soils
Histlc Epipedon organic Streaking in Sandy Silts
Suifc odor X Usted on Local Hydric Soils List
X cConditions regime A Listed en Natier?al Hydric Sills Let X Gleyed of lor+-Cnroma Coins Other (E*aln In Rerrtwim)
Reducing
RemaeKs:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes
Weiland Hydrology Prt!serIV Yes Is this a Sampling Pant Within s Wetland? Yes
Hydric Soils Present? Yes

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senter Tract
ApplicarrtlOwner: The Quantum Group
Investigator
Do Normal Circumstances exist on the
is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
Date: 8/28/98
County: Harnett
State:NC
Community ID: Oak-Hickory Forest
Transect ID: NA
Plot ID: 04
HYDROLOGY
RecardAd Data (Describe in Remarks):
WE#land Hydrology Indicators:
_ Strewn , LakE, or T de Guage Primary Indicators:
inundated
Aerial Photographs _ Saturated

in Upper 12 Inches
d
other
No Rued Data Available
i
Wa!af Marks
Drift Lutes
Sediment Deposits
Drainage Patterns in Wetlands
Field Observatlons: secondary Indicators (2 or rnom required)
Udized Root Channels in Upper 12 inches
Depth of Surface Water: (in.) Water Stained Laawes
Local Soil Survey Data
(in.)
Depth to Free Wa er in Pit: Fac Neutral Test
other (E)plain in Remarks)
Depth to Saturated Shcs: (in.)
Remarks: No hydrology indicators
I!

SOILS
Mep Unit Name Drain a Class moderately well drained
(Series and Phase): Gilead loam Sand 8 to 15 arc t Field Obserrdtiens
y- = --- -.-"---. Mairtz Colors
Horizon (Munsell Moif
f A 1DYR 5/2
5-9 Btl ]OYR 6/6

9.22
Bt2
sYR 616
7/
Hlstcsol
Histic Epipedcn
Sulfidic odor
Aquic MaSture regime
Reducing Conditions
_,Gleyed or Low-Chrcma Colors
Rem2rfcg; Nan-l?vdtic coiI
WETLAND DETERMINATION
Hydrophytlc Vegetdcn PrBSeW
Welland Hycrdogy PreserA7
Hydric Sale present?
Mottle Ccdors Mottle
AbundancdConbmst Texture. Concretions
Structure, etc.
Munsell Mast NA loamy sand
None NA sandy clay loam
None
SyR 5/6 common, distinct sandy clay loam
Concretions Soils
High Organic Caltsnt in Surf am La)w in Sandy
Organic sus*ing In Sandy Soils
Listed on Local Hydric Sella List
Listed on Netlcnal Hydric Soils List
061w (Explain in Remarks)
No
No Is this a sampling Pdnt Within a Weiland? No
No
PAYM
DHH ID: CORPS ACTION ID: _
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 1
ro'
PRE-CONSTRUCTION NOTIFICATION APPLICATIbIN."' FF?
Y
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT y•°
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS
OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: Anderson Creek Golf Club c/o Love Enterprises and Associates, Inc.
2. MAILING ADDRESS: PO Box 20344
St. Simons Island GA 31522
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING
ADDRESS ABOVE): Project is located east of Nursery Rd (SR 1117) approximately 3 miles
south of NC 27, Anderson Creek area Hamett Countv NC
3. TELEPHONE NUMBER (WORK): [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER:
Land Management Group, Inc. c/o Scott Piner
MAILING ADDRESS: PHYSICAL ADDRESS: TELEPHONE:
P.O. Box 2522 3805 Wrightsville Ave., #14 office [phone]
Wilmington, N.C. 28402 Wilmington, N.C. 28403 fax [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Harnett NEAREST TOWN OR CITY: Anderson Creek
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Project site is located east of Nursery Rd (SR 1117) approximately 3 miles south of NC 27, Anderson
Creek area Harnett Count NC
6. IMPACTED OR NEAREST STREAWRIVER: South Prong Anderson Creek RIVER BASIN: Cape Fear.
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH
QUALITY WATERS (HOW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR
WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ ] NO [X] A Nationwide Permit 14 was requested for Anderson Creek Inc. c/o John Culbreth
on 1/5/00 for 0.55 acre to be used for road crossings.
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [] NO [X]
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND 181 acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 100.21
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.12 EXCAVATION: 2.75
FLOODING: N/A OTHER: N/A
DRAINAGE: N/A TOTAL ACRES TO BE IMPACTED: 2.87 acres
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): N/A
(2) STREAM CHANNEL IMPACT WILL RESULT FROM: N/A
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? 50 acres
WHAT IS THE EXPECTED POND SURFACE AREA? 4.0 acres
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED (ATTACHED PLANS: 81/2" X 11" DRAWINGS ONLY):
The NWP 26 will be used for the clearing and filling of 0.12 acre of wetlands for completion of two golf
course holes. The balance of the NWP 26, 2.75 acres will be used for the excavation wetlands to be used
as irrigation ponds.
13. PURPOSE OF PROPOSED WORK: The NWP will allow the completion of two golf course holes as well
as the construction of two irrigation ponds.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
Wetland fingers transect most of the project site The site design has avoided wetland areas where
possible and subsequently minimized unavoidable wetland impacts. Almost of the wetlands areas have
been incorporated into the golf holes rather than requesting fill The only two areas (totaling 0.12 acre)
requiring fill are within the range of play. Two irrigation ponds are also being requested. This will require
excavation of some portions of wetlands totaling 2.75 acres Construction will be closely monitored so that
no work will be done in the surrounding stream beds.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR
NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING
THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR
THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY
THE PROPOSED PROJECT. DATE CONTACTED: No longer contacted per their request
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: No longer contacted per their request.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND?
YES[ ] NO [X] (IF NO, GO TO 18)
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29 AND 38). ALL STREAMS
(INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP
SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BYA CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? On-site waste treatment
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
*NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION, AND,
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION
OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE
NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
OWN R'S/AG NT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY IF
AUTHORIZATION LETTER FROM THE
OWNER IS PROVIDED (189.))
& cs? 0
DATE
N
0 1 2 4
SCALE 1" = 2 MILES
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental consultants Vicinity Map
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
NWP Request Land Management Group, Inc. USGS 7.5'
Love Enterprises and Assoc., Inc. Environmental consultants
Anderson Creek Golf Course Wilmington, N.C. Anderson Creek
Harnett County, NC January 2000 Quad Sheet
NWP Request Land Management Group, Inc. SCS Soil Survey
Love Enterprises and Assoc., Inc. Environmental consultants y
Anderson Creek Golf Course Wilmington, N.C. Harnett County
Harnett County, NC January 2000
v V.
77
TEMP ROCK DAM #28
- - j
7 - - ?F
-TEMP. RO_CK_ DAA1 /'14
\ TEMP. ROCK DAM 5/ v
13
N
n
0 100 200 400
SCALE 1" = 200'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000

J w
0

X
0
0
x

1 `
0

N
I 1 > > i ' (///'i EX.I
WOO
n
0 100 200 400
SCALE 1" = 200'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
3STING
LAKE
l{C EMM LAW 3 Ti
PUT CABW F. SW
VE ENTERPRISES AND ASSOCIATES. INC.
GOLF COURSE
Note: Wetlands will be excavated for the
purpose of constructing irrigation ponds.
No work will be done in stream channel.
Proposed irrigation ponds
N
0 200 400 800
SCALE 1" = 400'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site; The Senter Tract
Applicant/Owner: The Quantum Group
Investi ator, Ham Simkins, Canal Environmental Services
Do Normal Circumstances exlst on the site-e
is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
Date: 8/28/98
I County: Harnett -
State:
Community ID: Strearmhead Pocosin
Transect ID: NA
Plot ID: 01
VEGETATION
Dominent Plant Sp
TREE OBL s na num r VTwE FACWt.
,a TRa FAC Smilos lauri ha
TREE OBL
SERUE FACW
&MUB FACW
Koodxardio virginrca H£R? OBL I
Percent or Dominant Species that are OBL, FACW or FAC
(excluding FAC-) 100°.10
Remarks: Herbaceous srrsturn is sparse because the mid-story is so thick
HYDROLOGY
Recorded Data (Describe in Remarks): Wetlarxi Hydrdogy Indicators:
idea, or Tide Guage
_ Strean Primary Indictors:
,
Aerial Phaographs _Inundated
XSaturated in Upper 12 Inches
Other
X No Recorder! De a Available _,
Water Marks
Drift Lines
Sediment Deposits
Drainage Pattems in Wetlands
Field Op?anrations Secondary indicators (2 or more required)
Oxidi7..et7 ROrA Channels in Upper 12 inches
Depth of Surface Water: -(in.) Water Stained Lames
i Local Soil Survey Da'a
` Depth to Fri Waksr in Pit: -(in.) Fac-NmAral Test
Other (Explain in Ren%afts)
j Depth to Saturated Sd!s. (in.)
Remarks :
SOILS
Map Unit Naive Drainage Class poorly drained
(Series and Phase): Ivla ed as Bibb loam
Field Observelions
confirm Mapped TyWN0
Depth Matrix Colors
(inches) Haven (Munsell Mail
2 too Cie
0-20+ Oa l I OYR 2/1
25_Histescl
Histic Epipedcn
Sulfidle odor
Aquic moisture regime
Reducing Conditions
_Gleyed or Law-Chrorra Colors
Mottle Colors Mottle Texture, Concretions
None
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Stm&ng in Sandy Soils
Listed on Local Hyddc Sods List
Listed an National Hydric Soils List
Other (Explain in Remarlts)
Remarks: 1`lost of these streamhceds are mapped as Bibb loam. but they are certainly inclusions that SCS never
bothered to describe. The largest and best example of this community type (and soil) is actually in an area mapped
as Blaney loamy sand. They occur on organic soils that form over layers of kaolin or sesquioxide hardpans where
wet, r is forced to the surface. Thcy are saturated year-round but unlike Bibb loam, they are not on floodplains.
Rather, th_y tend to form on slopes of 6 to 15 pcrcctt.
WE1 LA14U UC 1 r_MrAlrrra r'vr%
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? Yes Is this a Sampling Pant WRhin a Wetland? Yes
Hydric Soils Present? Yes
Remarks:
This community grades into what might better be described as Sandhills Seeps downgadient. The soils
there better match the Bibb profile, and are not as wet, but the vegotation is essentially the same unless
they have burned fairly recently. Upslope, it grades fairly upruptly into Pine-Scrub Oak Sandhills.
Dominant shrubs in the ecotone become flex glabra and Clethra alnifolia.

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Dellnoation Manuel)
Project/Site: The Senter Tract
Applicant/Owner: The Quantum Group
Investigator'
n Normal Circumstances exist on the site?
Is the site significantly disturbed?
Is the site a potential problem area?
(if needed. explain on revere.
Date: 8/28/98
County: Harnett
State:NC
Community 1D: Pine Plantation
Transect ID: NA
Plot ID: 02
HYDROLOGY
RecordtAd Data (Describe In Remarks): Wetland Hydrology Indlcators:
Stream, LBX9, or Tide Gunge Primary Indlcators:
Inundated
Aerkat Photographs -
Saturated in Upper 12 Inches
Other
X No Recorded Data Available -
Water Marks
Drift Lines
Sediment Deposits
Drainage Partems in Wetlands
Field Observations: Secondary Indicators (2 or more required)
Oxad"¢ed Root Channels In Upper 12 inches
Depth of Surface Water. (in.) Water Stained Lewes
Local Soil Survey Data
Depth to Free Water in Pit: (in.) Fac Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soi!s: (in.)
REf?a : No wetland hydrology indicators
I?

SOILS
Map Unit Name Drainage CI2133 Well drained
(Seres and Phase): Blaney loam sand Field Observations
Confirm Map !? Type7Yes
Taxonomy (Subgroup).' Arenic Ha ludu is
ayt Desal=t- :
Depth
Matra Coors
Mottle Coors
Munsell Mast Morale

undance/Contrrst Texture, Conc

c
Structure.
inches Horizon Munsell Moist NA Sd
;
p_g p lOYR 5/2 None
NA loamy sand
9-22 E_
lOYR 6/4
None
y-dric Soil Indicators:
Histcscl
Histic Epipedon
Sulfidlc odor
_J?quic Moisture regirre
E1educing Conditions
Gleyed or Lc Chrome Colors
Rerr2rla: None hydric H.
WETLAND DETERMINATION
Hydropmytic Vegan" Lion Present
Wetland Hydrology Pre$OmO
Hydre Soils Present?
Concretions
Hlgh Organic Content In Surface Layer in Sandy Soils
Organic Stn4ing in Sandy Soils
Listed on Local Hydric Soils Ust
Listed on National Hydric Soils List
Other (E.Vlein In Remarks)
No
No
Ko Is this a Sampling Point within a WE#land9 No

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Dslineatlon Manual)
Project/Site: The Senter Tract
Applicant/Owner: The Quantum Group
Investi ator:
Do Normal Circumstances exist on the site?
Is the site significantly disturbed?
Is the site a potential problem area?
(If needed explain on reverse.)
HYDROLOGY
Recorded Data (Describe in Re=f=):
Stearn, Lace, or Tide GuNe
Aerial Photographs
Other
X No Recorded Data A mileble
Field Obseretions:
Depth of Surface Water: (in.)
Degth to Free Water in Pit: (in.)
Depth to Saturated Sc ls: ?§ (In )
Date: 8/28/98
County: Harnett
State:NC
Community ID: Small Strcam Swamp
Transect ID: NA
Plot 10: 03
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
_ X Water Merles
X Drift Unes
)c sedlmem Deposits
X Drainage Pattams In Wetlands
Secondary Indicators (2 or more required)
C,;d6v d Rent Channels in Upper 12 inches
Water Stained Leaven
Local Soll Surrey Data
Fac-Neutral Test
Other (ExpIa)n In Remarks)
Remarks:

SOILS
Map Unit Name Drainage Class d
(Series and Phase): Wehadkec log Field ObsenAtions
Ta><onamy TVpic Flu uents Cunl1rm Mapped nyo
( subgroup):
Depth matrix Colors Mottle colas Mottle Texture, Concretions
P- D?
Inches Horizon Munsell Mas Munsell Moist NAndanrdtorrtrast Structure, etc.
0-6 A I OYR 4/1 None loam sand
6-18 Bal 10YR 5/1 Note NA
18-24 Bg2 10 (R 6/1 1OYR 516 common/distinct sandy clay loam
Histcsol
HiatIc Epipedon
Sulfidic odor
x Aquic Moisture regime
Reducing Conditions
X Gleyed or Lod,-Cnroma Colm
Concretions
High Organic Content in Surface Layer In Sandy Soils
organic StteWng in Sandy Shcs
X Vsted cn Local Hyd6c Soils List
X Listed on National Hydric Scils List
Other (Explain in Rernaft)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Weiland Hydrology PrEsenf?
Hydric Sills. Present?
Yes
Yes Is this a sampling Print Within a Wetland? Yes
Yes

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
project/Site: The Sender Tract
Applicant/Owner: The Quantum Group
Investigator
Do Normal Circumstances exist on the site?
Is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
HYDROLOGY __
Recorded Data (Describe in Remarks).
Strezm, Lake, or Tide Guage
Aerial Photogrephs
Other
No Recorded Data Available
Field Obsayal!ons:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: (in.)
(in.)
Depth to Saturated Sall s:
Remarks: No hydrol09Y indictors
Date: 8128/98
County; Haman
Community IDt Oak-Hickory Forest
Transect ID: NA
Plot ID: 04
'etland HydralogY moicaw-
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drlft Lines
Sediment Depcsb
Drainage Patterns in Wetlands
Sa ndary Indicators (2 or more required)
O)adized Root Channels in Upper 12 inches
Water Stained bares
Local Soil Survey Data
Fx44etxak Test
other (E)lain in Remarks)
c a-rr - L;
SOILS
Map Unit Name
(serles and Phase): Gilead loamy sand, 8 to 15 aercent Drainage Class meld at?eldrain
18 ?

Depth
Matrix Cdors
Monte Cc iom

t
i
Mottle

undancelConttasi
Tsdure, ConcretlOns

structure. etc.
i Cn Horizon Munsell Mois4 s
Munsell Mo NA loamsand
0-S A lOYR 5/2 None NA
sand cla loam
5-9 tl l OYR G/6
6/6 None
SYR 516 common, distinct sand cla loam
o_» St2 7/5 YR
Hlstmol
Histic Epipedcn
Sulfidic odor
Aquic Wlture regime
Reducing Conditions
Gleyed or Low-Chrcma Coins
Rernarks; Non-hydric soil
WETLAND DETERMINATION
Hydrophytlc VegetaUcn Present?
wetland Hyorology Prwertt?
Hydric Sails Present?
Concretions
High organic Carttent in surface Layw in Sandy Soils
Organic Streaking In Sandy S613
Listed on Loral Hydric Sails List
Listed on National Hydric Soils List
Other (E)plain in Remarlo;)
No
No Is this a sampling Pant wfthin a wetland? No
No
Remarks:
ID:
DHH ID: CORPS ACTION
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLIC I?1
FOR NATIONWIDE PERMITS THAT REQUIRE
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS
OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: Anderson Creek Golf Club c/o Love Enterprises and Associates Inc.
2. MAILING ADDRESS: PO Box 20344
St. Simons Island GA 31522
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING
ADDRESS ABOVE): Proiect is located east of Nursery Rd (SR 1117) approximately 3 miles
south of NC 27, Anderson Creek area Harnett Countv NC
3. TELEPHONE NUMBER (WORK): [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER:
Land Management Group, Inc. c/o Scott Piner
MAILING ADDRESS: PHYSICAL ADDRESS: TELEPHONE:
P.O. Box 2522 3805 Wrightsville Ave., #14 office [phone]
Wilmington, N.C. 28402 Wilmington, N.C. 28403 fax [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Harnett NEAREST TOWN OR CITY: Anderson Creek
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Proiect site is located east of Nursery Rd (SR 1117) approximately 3 miles south of NC 27, Anderson
Creek area Harnett Count NC
6. IMPACTED OR NEAREST STREAM/RIVER: South Prong Anderson Creek RIVER BASIN: Cape Fear
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH
QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-1 OR
WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ ] NO [X] A Nationwide Permit 14 was requested for Anderson Creek Inc. c/o John Culbreth
on 1/5/00 for 0.55 acre to be used for road crossings.
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [] NO [X]
'I, I
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND 181 acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 100.21
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.12 EXCAVATION: 2.75
FLOODING: N/A OTHER: N/A
DRAINAGE: N/A TOTAL ACRES TO BE IMPACTED: 2.87 acres
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): N/A
(2) STREAM CHANNEL IMPACT WILL RESULT FROM: N/A
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? 50 acres
WHAT IS THE EXPECTED POND SURFACE AREA? 4.0 acres
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED (ATTACHED PLANS: 81/2" X 11" DRAWINGS ONLY):
The NWP 26 will be used for the clearing and filling of 0.12 acre of wetlands for completion of two golf
course holes. The balance of the NWP 26, 2.75 acres will be used for the excavation wetlands to be used
as irrigation ponds.
13. PURPOSE OF PROPOSED WORK: The NWP will allow the completion of two golf course holes as well
as the construction of two irrigation onds.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
Wetland fingers transect most of the protect site The site design has avoided wetland areas where
possible and subsequently minimized unavoidable wetland impacts. Almost of the wetlands areas have
been incorporated into the golf holes rather than requesting fill The only two areas (totaling 0.12 acre)
requiring fill are within the range of play. Two irrigation ponds are also being requested. This will require
excavation of some portions of wetlands totaling 2.75 acres Construction will be closely monitored so that
no work will be done in the surrounding stream beds.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR
NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING
THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR
THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY
THE PROPOSED PROJECT. DATE CONTACTED: No longer contacted per their request
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: No longer contacted per their request
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND?
YES [ ] NO [X] (IF NO, GO TO 18)
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29 AND 38). ALL STREAMS
(INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP
SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.
t. 0
c. IF DELINEATION WAS PERFORMED BYA CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? On-site waste treatment
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
"NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION, AND,
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION
OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE
NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
SiJ2???
OWN R'S/AG NT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY IF
AUTHORIZATION LETTER FROM THE
OWNER IS PROVIDED (18g.))
( . & cs) 0
DATE
•,
N
0 1 2 4
SCALE 1" = 2 MILES
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Vicinity Map
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
{
0
NWP Request
Love Enterprises and Assoc., Inc.
Anderson Creek Golf Course
Harnett County, NC
Land Management Group, Inc.
Environmental consultants
Wilmington, N.C.
January 2000
USGS 7.5'
Anderson Creek
Quad Sheet
t
NWP Request
Love Enterprises and Assoc., Inc.
Anderson Creek Golf Course
Harnett County, NC
Land Management Group, Inc.
Environmental consultants
Wilmington, N.C.
January 2000
SCS Soil Survey
Harnett County
'k '
V V.
? - - -' ? ? •'
TEMP ROCK DAM 028
60
ZOO
_? _ . \ ?I II
-TEMP. ROCK DAM /'19r
j 3 7
1
TEMP. ROCK DAM /16
13
3, 7
N
n
0 100 200 400
SCALE 1" = 200'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
K ,

/ -
BRIpGE T (P.

Q-7
A
M
a
N
V
0
0
r/ N
woo
0 100 200 400
SCALE 1" = 200'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
'% .
3sTING
LAKE
"%Es" LMV & TI
PLAT CABW F. SLID
VE ENTERPRISES AND AsSESOCIATES, INC.
GOLF COUR
Note: Wetlands will be excavated for the
purpose of constructing irrigation ponds.
No work will be done in stream channel.
Proposed irrigation ponds
N
0 200 400 800
SCALE 1" = 400'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Hamett County, NC January 2000

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senter Tract
Applicant/Owner: The Quantum Group
Investigator: Ham Simkins, Canal Environmental Services
Do Normal Circumstances exist on the site?
Is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
VEGETATION
V
OBL
FAC
F
Date: 8/28/98
County: Harnett
State:
Community ID: Streamhead Pocosin
Transect ID: NA
Plot ID: 01
Koodxardia vir /mica k1ER2' OBL I
percent of Dcminant Speces that are OBI., FACW or FAG
(excluding FAC-) 100%
Remarks: Herbaceous stratum is sparsc bccause the mid-story is so thick
HYDROLOGY
Recorded Data (De cchbe in Rernarks):
Streo^n, lake, or Tlde Guage
Aerial Phaographs
Other
X No Recorded Dda Available
Wetland Hydrology Indicatcrs:
Primary Indicators:
_lnundstsd
_.,X_Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Pattems in Wetlands
Field Cmenrations Secondary Indicators (2 or mom required)
CAM?e0 R= Channels in Upper 12 inches
Depth ecf Surface Water: (in.) Waves Stained Lem-eis
? Local Soil Sunray Data
Depth to Free Wats in Pit: -(in.) FacNeutral Test
Other (E)plain in Remr?)
Depth to Saturated S:J's: -9 (in•)
Remarks:
I!
?I
u.

SOILS
Map UnR Name Drainage Cless Door1Y drained
ed as Bibb loam
(Series and Phase): N13
Field Observations
Taxonomy (subgroup): T is Elute uents Confirm Mapped TypONO
Profile Oescrlotlon; Mottle Colors Mottle Texture, Concretions
Depth Matrix Colors inches Horizon Munsell Moist Munsell Mast AbundancelConbut St?? 1 decomv
2 to 0 Cie truck
0-20+ Oa l l OYR 2/1 None NA
ai Inulwwlo.
-_-A-Histoscl Concretions
High Organic Content in Surface Layer in Sandy Soils
Histic Epipedcn
Sutfidic odor organic strealdng in Sandy Soils

regime
Moisture
Aquic Listed on Locsl Hydrlc Soils List
Listed on National Hyd6c Soils List
Conditions
Reducing
_Gleyed or Low-Chroinm Colors Other (F-Vlain in Remarks) -
Remarks: Most of these strawnhc ads are mapped as Bibb loath. but they are certainly inclusions that SCS never
bothered to describe. The larocst and best example of this community type (and 5011) is actually in an am mapped
as Blaney loamy sand. They occur on organic soils that farm over layers of kaolin or sesquim dde hardpans where
water is forced to the surfuw. Thcy are saturated year-round but unlike Bibb loam, they are not on floodpl3ins.
P.athcr, they tend to form on slopes of 6 to 15 percent.
WE] tANU UC I r-MPA1rr Pa 1 1wil
Hydrophytic Vegetation Present'! Yes
Wetland Hydrology Present? Yes is this a Sampling Point WRhln a Wetland? Yes
Hydric Soils Present? Yes
Remarks:
This community grades into what might berer be described as Sandhills Seeps downgradient. The soils
there better match the Bibb profile, and are not as wet, but the vegotation is essentially the same unless
they have burned fairly recently. Upslope, it glades fairly upruptly into Pine-Scrub Oak Sandhills.
Dominant shnibs in the ecotone become flex glabra and Clethro alnifolia.

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senter Tract
Applicant/Owner: The Quantum Group
Investigator' -
Do Normal Circumstances exist on the
Is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
Date: 8/28/98
Courtly: Harnett
Community ID: Pine Plantation
Transect ID; NA
Plot ID: 02
HYDROLOGY
Recorded Data (Desch .De in Remarks): Wetland Hydrology Indicatas:
Stm^am , lake, or Tide Guege Primary Indlcatus:
Inundated
Pedal Photographs -
Saturated in Upper 12 Inches
Other
X No Recorded Data Available -
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
` Fietd Observations: Secondary Indicators (2 or more required)
D dd'¢ed Root Channels In Upper 12 inches
I Depth of Surface Water: (in.) Water Stained Lea%es
Local Sail Survey Data
Depth to Fnae Water in Pit: (in') Fac-Neutml Test
Other (Explain in Remarks)
Depth to Saturated S6!s: (in.)
REITarks; No wetland hydrology indicators

SOILS
Map Unit Nome
Blaney loam sand Drainage CI293 Well drained
i
(Saves and Phase): ons
Field Observat
Taxonomy (Su roup):
ArMic Ha ludo is
Corfirm Mapped Type?YeS
DescrleUon:
PlDepth ofile
Matra Cdors
mews COMA
Munsell Mast Mottle Texture, Concretions
Abundence/Centrast Structure, etc.
inches Horizon MUnsell Moist
5/2
lOY
None NA loam sand
0-9 A .
IOYR 6/4
None loamy sand
NA
9-22 E
Soil Indicators:
Histcsol
Histic Epipedon
Sulfidlc odor
__Jtquic Moisture regime
Reducing Conditions
Gleyed or Lav.Chroma Colors
its: None hydric soil.
WETLAND DETERMINATION
Hydrephytlc VegetZIOn Present
Wetland Hydrology Present?
Hydric Soils Present?
---------------
Remarks:
Concretions
High Organic Content In Surface Layer in Sandy Soils
Organic Streaking In Sandy Soils
Listed on Local Hydrie Soils Ust
Listed on National Hydric Soils List
Other (E)plein In Remarks)
No
No is this a Sampling Point Within a WeUand9 No
No
.'q a

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjecUsite: The Senter Tract
Applicant/owner: The Quantum Group
Investigator:
Do Normal Circumstances exist on the site?
Is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.) _
Date: 8/28/98
County: Hamett
Community ID Small Strewn Swamp
Transact ID: NA
Plot ID: 03
HYDROLOGY
Wetland Hydrology Indicators:
R®ccrded Data (Describe in Rern3r4ff.):
or Tide Guage
_ Sream
Lace Primary Indicators:
r
,
,
Aerial Pnotographs Inundated
X Saturated in Upper 12 Inches
Other c?Water Merles
}C No Recorded Data Avail?le X, Drift Uses
X se Ilmertt Deposits
X Drainage Paltorr+s In Wetlands
Field Observations: Secondary Indicators (2 or more required)
0xidWW Root Channels in Uppc412 inches
Depth of Surface Water: (in.)
wvs
ater Stained L
W
Data
y
Local Soll
Depth to Free Water in Pit: (in.) Fac-Nestttal Test
Other (Expla)n In Remaly)
Depth to Saturated Soils: o&._._(in•)
` Remerics:
?I
i

SOILS
Map Unit Name
(series and Phase),
Wehadkec loa Drainage class d
Field OpsWAtims
Connrm Mapped Type?Yes
Tz=crny Lsub r u )
Tyaic Flu uents
P? Oest:ot
Depth Matrix Colors Mottle Cdors
Te)dure, Conuetlons
Mottle
ute, ek.
ndante/Corttr?st
Inches Horizon Munsell Mas Munsell Mast ;M
NA
D-6 A l0YR 4/1 None loamy sand
NA
6-18 BS1 10YR 5/1
lOYR 611 None
IOYR 5/6 common/distinct sandy clay loam
18-24 Bg2
-lydric Sal Indicators: Concretions
Histasd High Organic Ccntertt In Surface Layer In Sandy Soils
Hietlc Epipedon Organic Strealdng in Sandy Soils
Sulfc odor X Listed on local Hydric Soik list Reducing X cCo Coenditions regime ?_Listed an Naticnal Hydric Soils Let X Gleyed or LdN-Cnrorna Colas Other (Explain In Remartca)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetetion Present? Yes
Wetland Hydrology Present/ Yes Is this a Sampling Pant Within a Wetland? Yes
Hydric Soils Present? Yes

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senwr Tract
ApplicanVowner: The Quantum Group
Investigator
Do Normal Circumstances exist on the site?
Is the site significantly disturbed?
Is the site a potential problem area?
(Ii needed, explaln on reverse.) _r_
Date: 8/28/98
County; Harnett
State;NC
Community ID: Oak-Hickory Forest
Transect ID: NA
Plot ID: 04
HYDROLOGY
RErardEd Data (Describe In Rtemaft),
Wetland HydrologY Indicators:
Strep_m, La; e, or Tide Guage Primary Indicators:
inundated
Aerial Photographs -
Saturated in Upper 12 Inches
other
No RBcaded Data Available Water Marks
Drift Lines
Drift
-
Deposits
Dminage Patterns in Wetlands
Field Observlt!ons: Secondary indicators (2 or more required)
0zdized Root Channels in Upper 12 inches
: (in.)
urface w water stained tees
Local Soil Sur.ay Data
in
ree WatePit: Far,Neuu-A Test
l
L pt}1er (%)94n in Remarks)
aturated s: (in.)
Deepth
Remarks: o hydrology indicators
?I

SOILS
M Unit Name
nd 8
to 15 percent
atn -
elo
Drainage Class m
d at
(Series and Phase): Gilead loamy sa ns
?
el
uic Ha ludults confirm Mapped Type?Ycs
Tern (Su roup):
P?
Depth
Matrix Cdcrs Mottle Cdors

t
a Mottle Texture, Concretions

Structure, •
AbundanceiConismi
i^ Horizon uns2ll Mats
M
M s
Munsell M NA loam sand
0"5 A 5/2 None NA sand clay loam
5-9 Btl ion 616 None
SYR 5/6
common, distinct sand clay loam
9.22 B1:2 7/5 YR 616
Hlst=t
Histic Epipedcn
Sutridic odor
Aquic 1WIture regime
Reducing Conditions
Gleyed or Low-Chrcma Colas
Remarks; Nan.hydric toil
Co rsticns Soils
High Organic Col"A in Surface ? in Sandy
organic streaking In Sandy Sails
Usted an Local Hydric Soils Ust
Usted on National Hydric Soils List
Other (E)plain in Remarks)
WETLAND DETERMINATI
Hydraphytlc Vegetation Present?
Welland Hyarolcgy Presem?
Hydric Soils Present?
No
No Is this a Sampling Point Within a Weiland? No
No
Remarks;
DHH ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 14
PRE-CONSTRUCTION NOTIFICATION APPLICATION Pt?,
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS
OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: Anderson Creek Golf Club c/o Love Enterprises and Associates Inc.
2. MAILING ADDRESS: PO Box 20344
St. Simons Island GA 31522
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING
ADDRESS ABOVE): Project is located east of Nursery Rd (SR 1117) approximately 3 miles
south of NC 27, Anderson Creek area Harnett Countv NC
3. TELEPHONE NUMBER (WORK): [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER:
Land Management Group, Inc. c/o Scott Piner
MAILING ADDRESS: PHYSICAL ADDRESS: TELEPHONE:
P.O. Box 2522 3805 Wrightsville Ave., #14 office [phone]
Wilmington, N.C. 28402 Wilmington, N.C. 28403 fax [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Harnett NEAREST TOWN OR CITY: Anderson Creek
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Proiect site is located east of Nursery Rd (SR 1117) approximately 3 miles south of NC 27, Anderson
Creek area Harnett Count NC
6. IMPACTED OR NEAREST STREAM/RIVER: South Prong Anderson Creek RIVER BASIN: Cape Fear,
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH
QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR
WS-II)? YES [ I NO [XI IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ I NO [XI
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES[ I NO [XI A Nationwide Permit 14 was requested for Anderson Creek Inc. C/o John Culbreth
on 1/5/00 for 0.55 acre to be used for road crossings.
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES U NO [XI
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND 181 acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 100.21
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.12 EXCAVATION: 2.75
FLOODING: N/A OTHER: N/A
DRAINAGE: N/A TOTAL ACRES TO BE IMPACTED: 2.87 acres
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): N/A
(2) STREAM CHANNEL IMPACT WILL RESULT FROM: N/A
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? 50 acres
WHAT IS THE EXPECTED POND SURFACE AREA? 4.0 acres
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED (ATTACHED PLANS: 81/2"X 11" DRAWINGS ONLY):
The NWP 26 will be used for the clearing and filling of 0.12 acre of wetlands for completion of two golf
course holes. The balance of the NWP 26, 2.75 acres will be used for the excavation wetlands to be used
as irrigation ponds.
13_ PURPOSE OF PROPOSED WORK: The NWP will allow the completion of two golf course holes as well
as the construction of two irrigation onds.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
Wetland fingers transect most of the project site The site design has avoided wetland areas where
possible and subsequently minimized unavoidable wetland impacts. Almost of the wetlands areas have
been incorporated into the golf holes rather than requesting fill The only two areas (totaling 0.12 acre)
requiring fill are within the range of play. Two irrigation ponds are also being requested. This will require
excavation of some portions of wetlands totaling 2.75 acres Construction will be closely monitored so that
no work will be done in the surrounding stream beds.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR
NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING
THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR
THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY
THE PROPOSED PROJECT. DATE CONTACTED: No longer contacted per their request.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: No longer contacted per their request
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND?
YES [ ] NO [X] (IF NO, GO TO 18)
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29 AND 38). ALL STREAMS
(INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP
SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BYA CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? On-site waste treatment
a. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
*NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION, AND,
3. (IN THE TWENTY COASTAL COUNTIES ONL1), A LETTER FROM THE NORTH CAROLINA DIVISION
OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE
NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
OWN R'S/AG NT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY IF
AUTHORIZATION LETTER FROM THE
OWNER IS PROVIDED (18g.))
N
0 1 2 4
SCALE 1" = 2 MILES
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental consultants Vicinity Map
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
NWP Request Land Management Group, Inc. USGS 7.5'
Love Enterprises and Assoc., Inc. Environmental Consultants
Anderson Creek Golf Course Wilmington, N.C. Anderson Creek
Harnett County, NC January 2000 Quad Sheet
NWP Request Land Management Group, Inc. SCS Soil Survey
Love Enterprises and Assoc., Inc. Environmental consultants y
Anderson Creek Golf Course Wilmington, N.C. Harnett County
Harnett County, NC January 2000
"3 TEMP ROCK DAM 02
/ /- -TEMP. ROCK DAM
200
TEMP. ROCK DAM 6/
3* 7
N
0 100 200 400
SCALE 1" = 200'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
\
?I
W
?. Y
\ ,1? \
t \ 0
\ r i I 1 I ` SBt mT ro
BRIpGE\T/P. \ \ `
Z40 I
ICI; t?'
0 100 200 400
SCALE 1" = 200'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
3STING
LAKE
NoMesiM LAND a Tl
PUT CADW F. SID
VE ENTERPRISES GNU ASSOCIATES- INC.
GOLF Note: Wetlands will be excavated for the
purpose of constructing irrigation ponds.
No work will be done in stream channel.
Proposed irrigation ponds
N
0 200 400 800
SCALE 1" = 400'
NWP Request Land Management Group, Inc.
Love Enterprises and Assoc., Inc. Environmental Consultants Site Plan
Anderson Creek Golf Course Wilmington, N.C.
Harnett County, NC January 2000
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senter Tract
Applicant/owner: The Quantum Group
Investigator: Ham Simkins, Canal Environmental Services
Do Normal Circumstances exlst on the site?
is the site significantly disturbed? 17
Is the site a potential problem area.
rif naaelad P-Ynlain on reverse.) _
Date: 8/28/98
County: Harnett
State:
Community ID: Streamhead Focosin
Transect ID: NA
Plot ID: of
HTUKULUUT
Record Data (D;icnbe in Remarks):
Strean , trice, or Tide Guagg
Aerial Phc2o9raphs
Other
x No Recorded Dda Available
Field OotsetvaUons
Depth of Surface Water: (in.)
?i
Depth to Free Watsr in Pit: (in.)
j Depth to Saturated SJts:
Primary Irdica`om:
Inundated
_j?_Sawrated in Upper 12 Inches
Water Mario;
Drift Lines
Sediment Deposits
Drainage Pattems in Wetlands
Secondary Indicators (2 or more required)
O)ddind Rmt Channels in Upper 12 inches
Water Stained Lis
Local Soil Survey D=
Fac-Neutral Test
Other (E.Vlaln in Rern )
I Rerr>aks:
SOILS
Map UnK Name Drainage Class poorly drained
(Series and Phase): Mapped as Bibb loam
Field Observations
_-_-•- Confirm Mapped TypONO
Depth
2 to 0 Or
0-20+ Oa l
Matra Colors Mottle Colors Mottle Texture, Concretions
I OYR 2/1
X_HistMd
Histic Epipedcn
Sutfidle odor
Aquic Moisture regime
Reducing Condltlons
_Gleyed or Low-Chror ra Colors
muck
Concretions
High Organic Contentin Surface Layer in Sandy Soils
Organic Strsalting In Sandy Soils
Listed on Local Hyddc Soils List
Listed on National Hyddc Sa'ls List
Other (Explain in Remarks)
Remarks: Njost of these streamhcads are mapped as Bibb loam. but they are certainly inclusions that SCS never
bothered to describe. The largest and best e:catnple of this community typo (and soil) is actually in an area mapped
as Blaney loamy sand. They ocxur on organic soils that form over layers of kaolin or sesquioxide hardpans where
water is forced to the surface. Thcy are saturated year-round but unlike Bibb loam, they are not on floodplains.
P.athcr, they tend to forrn on slopes of6 to 15 percent.
WETLAND DE t tKMINA I wn
Hydrophy?c Vegetation PreserTO Yes
Wetland Hydrology Present? Yes Is this a Sampling Pant WIhln a Wetland? Yes
Hydric Soils Present? Yes
Remarks:
This community grades into what might barter be described as Sandhills Seeps downgradient. The soils
there better match the Bibb profile, and are not as wet, but t egot tp P?nessenublO t S acne less
they have burned fairly recently. Upslope, it grades y p p Y
Dominant shrubs in the ecotone become flex glabra and Clethro alntfolia.

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Senter Trsct Date: 8/28/98
Applicant/Owner: The Quantum Group County, Barnett
investigator: State:NC
Do Normal Circumstances exist on the site? Community ID: Pine Plantation
is the site significantly disturbed? Transect ID; NA
Is the site a potential problem area? Plot ID: 02
(If needed, explain on reverse) -
HYDROLOGY
Recorded Data (Describe in Remarks):
- Stm,arn, Lake, or Tide Gu. e
Aerlal Photographs
Other
X No Recorded Data Available
Wetland Hydrology Indicators:
Primary Indicators:
-Inundated
_Ssturated in Upper 12 Inches
water Marks
Drift Lines
Sedimerd Deposits
Drainage PatWns in WeCands
I Field Observations: Secondary Indicators (2 or more required)
pxi&¢ Rod Channels In Upper 12 inches
I Depth of Surface Water: (in.) Water Started Leaws
Local Sail Survey Data
Depth to Free Water in Pit: -(in.) Fac-Neutrel Test
Other (Explain in Remarks)
Depth to Satura'.ed Soils: (in.)
[RcTrzrks; No wetland hydrology indicators
I'

SOILS
Map Unit Noma
Blaney loam sand Drainage Class Well drained
i
(Series end Phase): ons
Field Observat
Taxonomy (Su roup): Arenic Ha udu is
Confirm T ?Yes
Depth rlotlon:
Depth Matra Colors Mottle Colors

a
t Monte Tedure, Concretions

u
ndence 0entrast Stt
inches Horizon Munsell Moist s
Munsell M ?
NA
sand
0-9 p ll)YR 5/2 None loam sand
NA
9-22 E 1t3YR 6/4 None
iydrlc Soil In4lical0m:
Hlstosoi
Mistic Epipe+don
Sul idle odor
,__pquic moisture regime
Reducing Conditions
Gleyed or tor-Chrome Colors
Rerraiics: Nont hydric soil.
WETLAND DETERMINATION
Wetland Hydrology Present?
Hydric Soils Present?
Concretions
High organic Content In Surface Layer in Sandy Sala
Organic Streaking In Sandy Soils
Listed on local Hydrie Soils Ust
Listed on National Hydrlc Soils List
_ -Other (Explain In Remarks)
No
No Is this a Sampling Point Within a Weland7 No
No
Remarks:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineatlon Manual)
Project/Site: ne Senter Tract
Applicant/Cwvner: The Quantum Group
Investigator
Do Normal Circumstances exist on the
Is the site significantly disturbed?
Is the site a potential problem area?
(If needed explain on reverse.)
Date: 8128/98
County: Harnett
State:NC
Community ID: Small Stre= Swamp
Transect ID: NA
Plot ID: 03
HYDROLOGY
Receded Data (Describe in Remarks):
Wetland Hydrology Indicators:
'- Sream , Lake, or Tide Guage Primary Indicators:
Inundaed
Pena) Pnctographs Saturated in Upper 12 Inches
X
Other -
---
Water Merles
;K
}( No Recorded Data Available _
X Drift Unes
X_Sediment Deposits
X Drainage Pattems In Wetlands
Field Obsenr?ions: Secondary Indicators (2 or mm required)
Oxdizitd Root Channels in Uppy 12 inches
Depth d Surface Water: (in') 'ned Leavvs
Waw
SdI
Survey D=
Local
Depth to Free Water in Pit: (in.) Fac-Neutral Test
Other (ExplaJn In Remarks)
Depth to Saturared Soils:
I Remarks:
it
I

SOILS
Map Unit Name
(Series and Phase):
Wehadkec loam Drainage Class d
- Field ODs;;WOns
Connrm Mapped Type9Ycs
Tm=cmy (Subgroup) Topic Flu uents

Depth Descdt?tion:
p?h
Matrix Colors
Mottle Colors
Mottle Te)durs, Cencretlons
do.
t
n ce/Contrast
Inches Horizon MUMSell Mas Munsell Moist am
NA
i
0-6 A 10YR 4/) None loam sand
NA
6-18 B 1 10YR 5/1 None tinct sandy clay loam
/di
10YR 6/1 10YR 5/6 s
common
18-24 B
yyunc jai urwlca -
Histosol
Histlc Epipedon
Sulfidic odor
X Aquic Moisture regime
Reducing Conditions
X Gleyed or LaN-Cnrw% CckYs
Concretions
High organic Content In Surface Layer In Sandy Soils
Organic StreWng in Sandy Silks
X Vsted on Local Hydric Soils List
=Listed on Nationel Hydric Soils List
Other (Explain In Remartca)
Remarks:
VVETL AND DETERMINATION
Hydrophytic Vegetation Present?
Weiland Hydrology Presenr
Hydric Sills Present?
Yes
Yes Is this a Sampling Pant Within a Wetland? Yes
Yes

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjeeUSite: The Senwr Tract
Applicartt/Owner: The Quantum Group
Investigator:
Do Normal Circumstances exist on the site?
Is the site significantly disturbed?
Is the site a potential problem area?
(If needed, explain on reverse.)
HYDROLOGY
Recorded Data (Describe in Har %aAs):
-- Strez-n , L.a+ e, or Tide Gu2ce
Aerial Photogrephs
Other
No Receded Data Available
Fluid Obsery dons:
Depth of Surface Water: (ln.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soils: (in.)
Remarks: No hydrology indicators
Date: 8/28/98
County; Harnett
Community ID: Oak-Hickory Forest
Transect ID: NA
Plot 10: 04
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Depcsits
Drainage Patterns in Wetlands
Secondary indicators (2 or more required)
O)adized Root Channels In Upper 12 inches
Water Stained Leaves
Local Soil Sunray Data
Far.Neuu-A Test
ether (E);"n in Remarks)

SOILS
Wtep Unit Name
(Series and Phase); Gilead loam Sand 8 to 15 crcent Drainage Class In el obionws in
-- Fd 0-5 A
5.9 Btl
MatrvK Colors
(Munsell Mat
IOYR 5/2
1 OYR 6/6
7/5 YR 6/6
Hlstescl
Histic Epipedcn
Sutridic odcr
Aquic MaBture regime
Reducing Conditions
_Gleyed or LoA Chrcma Colas
Remarks; Non-ltydric coil
WETLAND DETERMINATION
NydrWh-ytic Vegeumcn Present?
Wetland Hyorology Present?
Hydric Soils Present?
Moats Colors Mottle
NbundancdContraat Twdure, Concretions
Structure, etc'
Munsell moist) NA loamy sand
None
? NA sandy clay loam
tone
5YR 5/6 common, distinct sandy clay loam
Concretions Soils
High organic Cmtent in Surlacs layer in Sandy
Organic Streaking In Sandy Soils
Listed on Local Hydric Sella List
Usted on Neilonal Hydric Soils List
Other (E)plain in Remwim)
No
No is this a sampling Point Wfthin a Wetland? No
No
Re m(1er:oi1creek project
4
Subject: Re: anderson creek project
Date: Mon, 10 Apr 2000 18:39:26 -0400
From: Ken Averiue <Kcn.AveritteCa ncrnail.net>
Organization: NC Dept. oC Environment and Natural Resources
To: Shannon Stewart <shannon.stewart@ncrnail. net>
Shannon,
I was out most of Last week. Talked with Christian P. today and clot a copy
of the letter siclnod by Rob Mout and the letter from Love Ent. I've seen so
many iterations of thi,; project I don't know what's current and what's not.
This last piece of mai_I is consistent with the Feb. 22 letter as tar as area
of impact. After reading over the info from the golf course people (Love),
and considering the location of the existing lakes as well as the topography
at the site, I think it's L>elievable (conceivable?) that the existing ponds
may be inadequate for irrigation needs, especially in dry times when
irrigation needs aro hi(Ilie,;t.. I believe there has been an effort to minimize
the impacts. The develohcrs were (supposedly) talked out of considerable
golf course fill in order t-o get the areas down. The pond excavation/dam is
in a nice bottomland area, but naturally this is the location with the
largest watershed. I believe the existing road has served as a dam over the
years and created a good hit of this. Slopes on the sides are somewhat
prohibitive as far as additional surface area excavation. It is my
understanding that this excavation will be deeper than the existing WL,
providing a sump for irri.gat:ion. The rest of the impacts are of little
consequence, although T originally had some concern about whether one of the
streams was perennial or intermittent.
Mitigation is something 1 am very uncertain on. If the proposal they have
offered is a legitimate option, then I see no real reason to haggle over
this any more. I didn't reaLize that mitigation could be split up like they
propose, though they claim they've had it approved this before.
Although I still have somo reservations I can't print here, I still believe
the certification should be issued for 2.93 ac. of impact, IF you and John
are satisfied with the mitigation proposal. Do you need this on a staff
report form again?
I'll be out the rest of the week, but will try to check in with you
sometime before Friday.
Shannon Stewart wrote:
> Hey Ken
>
> Any news on the Anderson Creek project? I do not want to forget. it's on
> my desk. I would hate for the clock co run out on this one. Is there
> any avoidance and minimization that can occur on this site with relation
> to the irrigation ponds? Please provide any information you may have.
> We should probably wrap this one up in the next week. Any additional
> information you can provide would be helpful.
> Thanks
> Shannon
I o t, I 4/ 11/00 7-46 AN/
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Anderson Creek, Inc, c/o John Culbreth
Project Number 00 0045
Recvd From APP
Received Date 1/12/00 Recvd By Region 1/14/2000
Project Type road crossing
County Harnett
County2
Region Fayetteville
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres
Type Type Impact Score Index Prim. Supp. Basin Req.
Stream Impacts (ft.)
Feet BE
Req.
Y O N r49 18-23-32-2 F swoRW 30,614. r 0.55 F
14 HWF WT-5-
F 100.00 I-
Mitigation Wetland
MitigationType Type Acres Feet
i
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more Info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y * N Recommendation: Q Issue p Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 351742
Comments:
Longitude (ddmmss) 785831
The current application is for road crossings ONLY. Applications for additional fill within the proposed
development are anticigated,lgportedly totaling -<S arses, 'including this application. (These sites
were also visited.) Of all the road crossings. two are likely over perennial streams. The roads are
aligned with what appears to be existing logging roads. Most if not all of the site is a pine plantation
with several intermittent seep fed streams- Reasonable efforts at avoidance and minimization
appear to have been taken in planning of this development- There was considerable discussion
aMut future permits and conditions of possible 401 certifications. At this time, and likely for several
years to come this project could he considered a "stand alone" project, al_ though there are
hundreds of acres remaining on the site without current design plans- The site manager, Mr.
Gulbreth, was apprised of the cumulative impact issue, tngation potential, deed restriction
uirements, etc_ He indicated that these concerns would be taken into consideration and handledatel_y.
cc: Regional Office
Central Office Page Number 1
Facility Name Anderson Creek, Inc, c/o John Culbreth County Harnett
Project Number 00 0045 Regional Contact: Ken Averitte
Date: 2/8/2000
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
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