20042030 Ver 1_Complete File_20041222

/t .:
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
January 11, 2005
DWQ Project # 04-2030
County: Wake
Page 1 of 2
Forest Hills Development, LLC
4011 West Chase Blvd.
Raleigh, NC 27607
Subject Property: Bridgewater Subdivision Dam Rehabilitation
UT to Middle Creek [03-04-03, 27-43-15-(1), C NSW]
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B.0233) Authorization Certificate
Dear Sir or Madam:
You have our approval, in accordance with 15A NCAC 02B .0233 and any conditions listed below, to
impact approximately 7,414 ft2 of Zone 1 and 4,120 ft2 of Zone 2 of the protected riparian buffers for the
purpose of constructing the Dam Rehabilitation at the subject property as described within your
application dated December 21, 2004. In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited
to) Erosion and Sediment Control and Non-discharge regulations.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner, must be given a copy of this authorization and approval letter and is thereby responsible
for complying with all conditions. This approval requires you to follow the conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Authorization are met. No other impacts are approved including incidental
impacts:
Amount Approved nits Plan Location or Reference
Buffers 11,534 s uare ft. Drawing Sheet EX-1
2. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and will not re-concentrate before discharging into
the stream as identified within 15A NCAC 2B .0233(5).
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] /FAX [phone]/ Internet: htto://h2o.enr.state.nc.us/ncwetlands An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper ;Vatu'rality
Forest Hills Development, LLC
Page 2 of 2
1111105
3. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B .0233.
4. No Impacts Beyond those in Application
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-construction Notification. All
construction activities, including the design, installation, operation, and maintenance of sediment
and erosion control Best Management Practices, shall be performed so that no violations of state
water quality standards, statutes, or rules occur.
5. Certificate of Completion
Upon completion of all work approved within this authorization, and any subsequent
modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B. This Authorization Certificate shall
expire five (5) years from the date of this letter.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B
.0233. If you have any questions or would like a copy of the buffer rules, please call [phone].
This letter does not authorize any impacts to either Waters of the United States or Waters of the State.
Please contact the US Army Corps of Engineers (USACE) or NC Division of Water Quality (DWQ) if
any impacts are proposed to either of these waters.
Sincerely,
Alan W. Klimek, P.E.
AWK/dae
Enclosures: Certificate of Completion
cc: DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Shawn Guyer-Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607
Filename: 042030BridgewaterDam(Wake)buffer
@'l
9, ?004
Cy
972 Trinity Road TEL [phone]
Raleigh, North Carolina 27607 FAX [phone]
Transmittal
Date: 12/21/2004 Job. No: 427-03 0 4 2 0 3 0
To: NC Division of Water Quality, Central Office
2321 Crabtree Boulevard
Raleigh, NC 27604-226o
Attn: John Dornev
Re: PCN Application for Bridgewater Subd. Dam Rehabilitation, Holly Springs NC
Sending:
® Attached ? Under separate cover the following
via items:
® Prints/Plans ? Shop Drawings ? Specifications ? Samples
? Other:
Copies Date Description
12/21/2004 Completed PCN Application Package
Transmitted for:
® Your use ? Approved as submitted ? Resubmit ? Copies for approval
? As requested ? Approved as noted ? Submit ? Copies for distribution
? Review and comment ? Returned for ? Return ? Corrected prints
Remarks Mr. Dornev - Please find attached 7 copies of the completed PCN Application for
the Bridgewater Subdivision Dam Rehabili a ion to a d in Holly Snrines N
SPAULDING & NORRIS, PA
° C nn?
Fianning ? Civil Engineering • Environmental -I- U L 2 2004 L.
December 21, 2004
Ms. Jennifer Burdette
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
aENR
n - WATE
ANOSAHD STDRR QUALITY
A MWAkRSR t
L e '° 401 ISSUED
v
Mr. John Dorney
NC Division of Water Quality
401 Wetlands Unit Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
'42030
Re: Pre-Construction Notification (PCN) Application Form for the Bridgewater Subdivision Dam
Rehabilitation - Holly Springs, Wake County, North Carolina
Dear Ms. Burdette and Mr. Dorney,
Please find attached the completed PCN Application Form for the Bridgewater Subdivision Dam Rehabilitation
in Holly Springs, Wake County. Bridgewater Subdivision is a residential subdivision owned by Forest Hills
Development, LLC. The Town of Holly Springs requires that the existing on-site dam be improved, in order to
reinforce its integrity and safety, as part of Bridgewater Subdivision. The site plan for the property is illustrated
in Bridgewater Subdivision - Layout Sheet (C-1.1). The site of the proposed dam rehabilitation is detailed in
Bridgewater Subdivision - Existing Pond Evaluation (C-22.0).
This application describes impacts to Neuse River buffers resulting from the proposed rehabilitation of the on-
site dam. As displayed on Dam Rehabilitation - Neuse River Buffer, Stream, and Wetland Impact Map (EX-
1.0), there are no impacts to streams or wetlands and one impact to Neuse River Buffers. The proposed Neuse
River Buffer impacts result from the removal of vegetation on the upstream and downstream slopes of the dam
and grading required to reduce the angle of the downstream slope to more stable level.
The proposed dam rehabilitation is based on recommendations provided by GeoTechnologies, Inc. in the
attached letter, dated August 31, 2004, following a thorough geotechnical investigation of the dam. The impacts
for this project have been minimized to the extent of practicality while still allowing access for machinery and
the proposed improvements.
The copy of this PCN Application package supplied to the USACE is a courtesy copy, since no impacts to
Section 404 jurisdictional features are proposed. Thank you in advance for your time spent reviewing this PCN
Application. Do not hesitate to contact me if you have questions, comments or concerns about this application.
Sincerely,
Shawn Guyer, E.I.T.
Environmental Engineering Assistant
Phone: [phone] ? Fax: [phone] ? 972 Trinity Road • Raleigh, North Carolina 27607
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.0
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check; all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit ?
? 401 Water Quality Certification
Riparian or Watershed Buffer Rules
Isolated Wetland Permit from DWQ
2. Nationwide, Regional or General Permit Number(s) Requested: None
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Forest Hills Development LLC.
Mailing Address: 4011 West Chase Blvd.
Raleigh, NC 27607

Telephone Number: 919 839 5900 Fax Number: 919 839 5901
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if th e Agent has signatory authority for the owner/applicant.)
Name: Scott Mitchell
Company Affiliation: Spaulding & Norris. PA
Mailing Address: 972 Trinity Road
Raleigh, NC 27607

Telephone Number: 919 854 7990 Fax Number: 919 854 7925
E-mail Address: scottspauldinanorris.com
X
Page 5 of 13
III. Project Inforrnation
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks; such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to 'a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bridgewater Subdivision Dam Rehabilitation
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0659.01-18-9873
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Bridgewater Subdivision
Directions to site (include road numbers, landmarks, etc.): From US-1, take NC-55 business
towards Holly Springs. The site is located approximately 3 miles from the intersection of
NC-55 by-pass and NC-55 business on the left, through the Arbor Creek Subdivision The
site borders the southeast section of the Arbor Creek Subdivision.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 120.009 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Middle Creek, Index # 27-
4345-(1 , Classification: C:NSW
8. River Basin: Neuse, Subbasin 03-04-03 (Middle Creek
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The property is primarily undisturbed pines and mixed
hardwoods. The western and northwestern portions of the property have been cleared and
Page 6 of 13
graded. - Power line and gas line easements are located within the property boundaries They-,.
land to the north of this property is a high-density subdivision A subdivision is under
construction to the south of the site.
10. Describe the overall project in detail, including the type of equipment to be used: The
project entails the rehabilitation of an existing dam The rehabilitation will include: the
removal of existing vegetation on the upstream and downstream slopes of the dam, removal
and reworking _(drying and recompacting) of portions of the downstream slope-, and flattening
of the downstream slope to reduce the dam's slope to an acceptable angle (2 5H•1V) and
strengthen the dam. Equipment used will include but is not limited to trackhoe excavators
bulldozers, rollers, and other grading and construction equipment
11. Explain the purpose of the proposed work: The purpose of the proposed work is to
rehabilitate and reinforce the existing dam_
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A Jurisdictional Determination was issued for this site on June 29, 2004 (USACE AID#
200421194). Concurrence meetings for the site were held by Ms Debbie Edwards of the
Raleigh Regional Office of the NC DU on September 8 2003 and Ms Jennifer Burdette of the
USACE Raleigh Regulatory Office on October 10, 2003 The first application was submitted on
June 4, 2004 and was withdrawn. The second application for this site was submitted to the
USACE and DM on July 27 2004. The second application was withdrawn from the DM and
a more comprehensive version was submitted to the Express Review Program on August 19,
2004. A courtesy copy of the Express Review PCN Application package was submitted to the
USACE on August 19, 2004 as well. The application was approved by DM on September 16,
2004 (DWO EXP No. 04-1251)• Approval was received from USACE on October 31, 2004
(AID # 200421194).
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
The Owner does not anticipate any further permit requests for the Dam Rehabilitation site
Page 7 of 13
VI. Proposed' impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream ci-iannels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. AH,wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts for this
project include permanent impacts to Neuse River Buffers resulting from the removal of trees
growing on the upstream and downstream slopes of the dam and grading required to
reinforce the downstream slope of the dam.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
None

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
15.035 acres delineated (23 acres estimated)
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
None

Page 8 of 13
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/Straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact

Site Number
indicate on ma

Type of Impact* Area of

Impact
acres Name ofWaterbody

(if applicable)
Type ofWaterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
None

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
Page 9 of 13
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The Town of Holly Springs requires that the existing on-site dam be improved in order to
reinforce its integrity and safety part of Bridgewater Subdivision A geotechnical
investigation of the dam recommended that all vegetation be removed from the upstream and
downstream slopes and that the downstream slope be flattened to a more stable angle The
impacts from these improvements were minimized to the greatest extent practicable while still
allowing access for machinery and the improvements.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strinizide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Page 10 of 13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is required for this project.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If, you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Page 11 of 13
Will--the project impact protected riparian buffers identified within 15A NCAC 2B- .0233
(Meuse), 15A- NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No El If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation` is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 7,414 3 none
2 4,120 1.5 none
Total 11,534 none
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
No buffer mitigation is required.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There are no pre-existing impervious surfaces on the Dam Rehabilitation site This project
does not create anv additional impervious surfaces or generate anv additional stormwater.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
There is no wastewater generated or collected on the Dam Rehabilitation site
Page 12 of 13
i
? r
XIH. Vialations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
fitchell ? Ve c G,,,,?w Z f ?
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
Sep 29 03 05:01p
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- -••!.:11.9.7.5.5..4-?925
ALL BLANKS T9 BE FILLED IN BY CURKENT LANDOWNER
Name: F rest N,us a eloPrt%r„4_; ?hc
Address: 4011 Wes} Case. Blvd.
Z'Qksql' NC
Phone: 1 $39 - 5 o
prejoct NameMesaription:• •Br.dli_??.-
Date: -5e
.ehbe .
The Department of the Army
[.IS Army Corps of Engineers...
WihningtonDistrict
PO Box 1890.
Wilmington, NC 28402-1890
Attn: Ms..Ancirca. W"At.
Field Office: Rolc?ctV,., Re 0040ru
Ise: Wetlands Mated .Cen adting.& Permittirg
I'o Whom It May Concegn:
J
I, the aurra:itf tmfifitrty nw?r; rebY desi ate andauthoriz"pau1ding-.&Nmris, P.A-, to act on my
behalf as my agent in'the processing-ofpermitappli?ions,, to-furnish upon request supplemental
information in.s4ppgrtof applications, etc:;"from this y'forwsrd: •'lbs-the •3o}1, -day of
ember 2003
This notification supercedes` any previous correspondence concerning-tbe agent for this project.
PRINT Owner's Name R1SPL•T (3"' errs 5igrritt
Cc. Mr_ John Domey....
NCDENR-.Division of Water Quality
401 Wetlands-Unit......
165()Mw1.Service Center
Raleigh, NC 27699-1650
` 972 Trinity Road ? Raleil;lt, NorthL;aroTnif 27607 ?? Phrstte: t`ri9j $54-799 + 01-9j 854-7925
P•2
AGENT AUTHORIZATION i '-'K'V1

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U.S. -ARMY-CORPS-OF ENGINEERS
WILMINGTON DISTRICT
A,.I on Id. 200420381
County: Wake. U.S.G.S; Quad: Holly Springs. NC
NO'T'IFICATION Dr . TIONAL DETERMINATION
Property --*uthorized
Owner. - - F est RUh Develoomee:-lne Agent SpaulAing & Norris. PA
Attn: iScottMitchcll
Address 4011 West Chase Boulexard_ Address 972 Thnity Road
Raleigh. NC 27607. Raleigh. NC.27607 --?
Telephone Number 919439-5900 Telephone Number 919-854-7990
Size and location of property (waterbody, road nametnumber, town, etc.) The propgrty is approximately 120 acres in size
and located approximately 1500 feet east ofNC5S=Btisiriess and 4250 tee?ty SprinesRoad (Sit 1}SZ}a nvr#h.
of Holly Spring, Wake County. North Carolina. i
Indicate Which of the Follow-lbirApp7y:
Based on preliminary information, there may be wetlands-on-dw above describe property.! We strongly suggest you have }
this property inspected to determinet1wextent-sf Department of the Army (DA' 'urisdiction. To be considered final, a
jurisdictional determination must be-erifiedby-the.Corps.-_ = ti
R There are wetlands on the above diicribddproperty sub
' vf?ction 404 ofthe-CleatIAVe er,
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon fora peri6d'ti6t to exceed-flwyears frvnrthe date of this notificatiot,
_ We-strongly suggest au-property ddineared.- Due lo-the-size-cif your property an&or. our,-.
present workload, the Corps maynat be able to z"ampfist •thit-wedzndVWMra ion in a timely manner. For a more timely
delineation; you4zay-wish.2n-0btaia -Th rnasideredfnal;a d?.lineation must be verified by the Corers.
_ TIwwetland-.on-youc p opergc th= delioeatianbns bit ce ri&d by the Corps.. We strongly .
suggest you have this dclineatiozrsvrveyed. '-- - - compje ion,--his survey-sl ouht+"eviewed and verified by the Corps.
Ooca ve rifiedihis,survey will ptovido-macGurato 44c ion of all areas subjectlto:C WA Zurisdiction on y9ur property
which, provided there is no change-in-the ibe zahed upon for a period not to exceed
five years. J?
X The wetlands have been delineated and surveyed and are accurately depicted. on the plat signed by the Corps
Reguhttory-Mcial identified belev? oe .IsntYF 200?i:' Siiless ilierc is a Eltangk in the IasK er eur pul}hdwAregulauonsr,
this determination may be relied upoii'fbi apcriod not to excee-d'fjVVyearsFrom?tctete of this notification. t _.
There are no waters of tlte. U?.&•?tQ ineludc?v_etlands?resent-0n the abova .... ledprcperty which are subject to the
permit req *ements of Section.404 ofthe C1ean.WatezAct?33 USC 1344). UT less there is a change in the law'or our
published regulations, this deietminationumy?ese_tl_ed»_.pon or aperiod not to ezceeOve years from the date of this
notification.
The property is located in one of t11s 20-C oastal Couniies subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of CoastalManagemcnt iriWashitigto% 1VC, at (252)'94&'648-l to determine,
their requirements.
Remarks:
CcrpsRegulatory Wiicial-
Date.,.iune,29.2004.. -Expiration-Date ,(m x9.2009
Page 1 of T,
i
Action Id: 26042;M-141
Placement of ditfged or fill matcrial witfiui watersofthe US and7or wetrah without a Ddpartrnenrdf m?ltrmy r" y
constitute a violation of Section 301 of the Clean WaterAct (33 USC § 1311). If you have any questions regarding this ?
dECf:rmination atuttor Elie Chips • latwyprogtnn please
roataet Jetttrifer A? der ette aE f91F9?8?6-8441 4: ?2
Basis-Fw,Detet};::.Mien: A as an thiaiitC .ltftti wetland r?i?t rcia AS deur9h in?the 14$7.CQrns Wetland.lLelinea ian
Manuel and are aaiae.n tee ibliddft'Creelc tind`tt; unnamed tribtmry:--Vte-wtos"-a wTwntsim-Middle Creek
` stnmm ehanarl "dtxmz rd gmtexh*bit .ela-NVater-MRrk-as indinted b"k*aees4w_Wl-tharacler-and-
absettee or terresttlatvet?etation anC arrhYdroM?icalh? cettttrcte?otl+e Neese 1River-aAd l?diddloCreek.? s
.._Carps.Regulatory. Officiatonitial): }
47
Page Zo>j 2
CF: -?
s

i?
A piicant: Forest Hills Develo L7. o4ft' ' 'Tile lttmber: 21)04203$] Date: xun 29; 8
ATtathed=is°- See SectiozE?
IMTIAL PROFFERED PERMIT Standard Permit or Letter of permission) A
PROFFERED-PERMLT.(&iri rit Fern] or Leifer- emission - ' _ R _ -
PE MIT-DhWA1- : - C .
X APPROVED JURISDICTIONAL-DETERMINAUGN D
- PRE LUMINARY JURISDICTIONALI)ETERMINATION-
eiv ed a Letter of Permission (LOP), you may accept the Line and your work is authorized. Your
signature on the Standard VU RC e of the LOl' means-that yon-accept-*e-petit-ia its entirety-, vad waive a ts._--
z[L
to appeal the permit, including its terms and conditions, and approved jurisdfcu6hii'detertiifnations associated with the permit.
• OBJECT: If you object to the permit {Standard er lr6Pj becaasevf certain termsaionditions therein, you may request that
the permit be modified accordingly_.?Y4u-must4ouvicie-Section it of this form andretum.the form to the district engineer.
Your objections must be received by. ys-of1he rn of rt,i-5LPotice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of yowletter?the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your Concerus,-(bjmctdly.tli pcrmit to address 'some ofydur objections; or (c) not modify -
the permit having determined that the,pennit should be issued as previously written. After evaluating your objections, the
dfsirict engineer witrkhd you a proffacdpetmir as indiarted-in-Section B-below.
19:• •PROFFUED.-P-ERMIT- ?`- -
! ACCEPT: if you received a StandasdPermit, you may s gn the permit document stud return it to the district engineer for final
authorization_ If you received a Letter of Permission -(1.C2 ;Jou. may accept tfie MrMd'ydur worts is euthorked. Ydur
signature on the Standard Permit or acceptance of the LOP means that you accept the permit In its entirety, and waive all rights
to appeal-ttic permit, including its tdtms-and-conditions, and-approved Jurisdictirma detenwinations associated widrtb<-permit-
a • APPEAL- If-)= _chmosetadecline.the_ d Rmttit ISwidard-o L-OPFbecause of certain texas and conditions therein, You
may appeal the declined permit under dw-Eorps ofE e-Appeat-J em c by completing Section lI of this
form and sending the form to the division_criOneer.-Tkis-form mil- be recAved h3 the division engineer within 60 days of the
date of this notice.
C- PERMIT DENIAL: - Ydu may 9ppea1the-dm*4-ofwpernrit under-dmC Engineers AdmWstrattve-AppeatProcess!.-
by completing Section 11 of this form and sending the form to the division engineer: is form must be received by the division
-Vusuleer days-of-thc-dntc-ei'this-mot .-
DL.APPR-OVED JURISDICTIONAL- DETERMINATION! You array-accept-or appeal the approved JD or
provide new information. -
• ACCEPT: You do not need to notify the.Cozps to.acc.Qt,An.approvedJD. Fai are to notify the Carps Within 60'days-of-tht-
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved ID.
• APPEAL: Jf you disagree with-theapproved'JD,-you-may appcal-the approved JDlt &-r-the Corps of Engineers Administrative
Appedfmcess_hy compledng_Sectivn lIvftbis.fornt=d*ending_tktform to the division-engureer. This form must be received
by the division engineer within-W-days•efihe date-ef this-notice. . .
E: PRELIMINARY t ION -You the-Cotes..
regarding the. preliminary-JI2._The Preliminary- JD.is notappealable. If you wish, you may request an
approved JD (which may be-appeale •by t ontaeti?:be Corps trict.f?r ?* instruction: Also you m4y
pmvide new information for ftther-consideration-by 4he-Corps to reevatuate_the JD.
r
REASONS FOR APPEAL OR- "IIOM' oyeierit?eyovr reasons fot 4rpealirig the decision oryom-objectionsto-m-
initial proffered permit 1n clear concise statements... You may attach additional informatipn to this form to clarify where your reasc>?i;
or objections are addressed 'LrP administrative iecordj ' i
i . -. i
ADBI'nAWAI,1NFtlAMATIODI:17:CagpnaLizl ire rccorc?the Corps mezDOtaudum.tor the
record of the appeal conference or meeting, and-anysupplementaHnfamrariott•thsftM t offieer has determined is needed to
-clarify the a minfs=iveWcord. Neitkerthe en lantmo"he-C-e lmay-add-new-mformntion-er-analyses to, the record. However,
you may provide additional information-&ciari€ the location-of4nferrnation-that.is.almady in th -a&niaistrative record-
ff you?iiive questions regarding this decision andlorthe`appeal -ifyorroniy appeal : g-dve -ptncrstyou miiy cautacc .. also. contact:-- -- -
Ms.-Iannifer A. Burdette, RegulatorySpecialist - ° - . - #&..Arthu M,-Adrr iaistradve Appeal Review Officer
Rakig_hRci;ylatQry--E*ld Office CESAD-ET-CO R _ - -
6508 Falls of the Neuse Road, Suite. 120 -IIS. Armyy_ =PS.D - .. ' _ South Atlantic Division _
Ralei&, North Carolina 276M -0 Fors ty b Street.160om 4M15
Atlanta, Geo a 30303=881TIy --
RIGHT Or ENTRY: Your signature below grants the right of eauy to Corps of Engineers personnel, and any government
consultants; to conduct investigations ofthaprbjecrsite dm irsffthe course oftlrcappeaf rocess. -YoulwilHx-provided-a-l-S lay- _ -
notice of any site investigation, and will have the o omtnity to artici ate in a-ll site investigations.
Date- i Tekephon& number: -
e-of lant or. agent -
DTV1SION ENGINEE_?t:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Strcet-, Ruvm4 MK_r-?
Atlanta, Georgia 30303-3490
-
Michael F. Easley, Govemor
Forest Hills_Development,.LLC
4011 West Chase Blvd.
Raleigh, NC 27607
September 16, 2004
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
`•-DWQ EXP No. 04-1251
Wake County
Subject Property: Bridgewater Subdivision
;'.ttFfo--Middle Cmek;[03z?04=03; 27 1.). C, NSW.(nutrient sensitive))
'Note., Middle Creek is °oii'303(d) list
APPROVAL of 401 Water Ouality Certification..and.AUTHORIZATION CERTIFICATE per
the Neuse River Buffer Protection Rules (15A NCAC 213.0233) with ADDITIONAL
CONDITIONS
EXPRESS REVIEW PROGRAM
`Dear Sir or Madam:
You have our approval, in accordance with the attached conditions-and.those listed below. to_
place filt.within or oth'erwisi virnpact 011-acres-of rvettands-(0?47&acres permanent, 0.3376
acres temporary), 135-linear-feetWverenniat-streams- I10'-PenTrmnt; 45' temporary) and
33.181 square feet #F)oUprotected riparian buffers (17,486•ftzpermanent, 15,695ft2 temporary)
for the purpose of a subdMsiorratihe-subject mperty, a"esc db+ed-w;thin.your application
dated August 19, 2004 andlell,additional-mformatiortsubn*ted-oriAugust`23, 2004. September
1, 2004. September-'f0.-2004` 6='2004 'AfterrevidwjRgyourapplication. we
have decided that the impacts are covered bythe N.C. Division-of-WatWQaality (DWQ)
General Water Quality CertifrcaUon-Number-34021GC34WY,-Tb?R:Cefgbon allows you to use
Nationwide Permit 39 when issued by the US ArmyCbrps of Engineer$ (USACE). This letter
shall also act$s•your approved A firicMafor.imp3btS.to,the protected riparian
buffers per 15A NCAC 28'.02733-.--in addition, qou should obtain or otherwise comply with -any
other required federal, state orbgt.permits-_tbfom..You..go.ahead.with.your-.project including
(but not limited to) Erosion-and Sediment Control and Non-discharge regulations.. Also, this
,approval to proceed with.Yp pp ed. imps 0C.to:c0nduct.impacts.t0•watersas depicted in
your application shah: expire upon expiration of the 404 or CAMA Permit.
This-approval is.for..tbe_ wrpose and.design-that-you-desCribed•in•your-application. If you
change your r •
p gect,'ygv .
? must notify us. and_yau may be required. to send Us anew application.
.if the property issold,•tt .new-owner-must•be-givena-cop?r;of1his'Certiftcatforv and approval
letter and is thereby responsible for comply. g with all conditions. If total fills for this project
? aow:or in the-future) exceed-one-acre of wetland or-150-Hnear-feet-of stream. compensatory
mitigation may be required as described in ISA-UCAC<21-1-.0506 (h). This approval requires you
14o-follow the conditions. Nsted-in•the attached-certification-and-any additional conditions listed
below.
401 wetlands Cergica&in unit
1650 MaU Service Center, Aaleth. North Caroline 27699.1650
232tCrabt m gmlevud, SuUe 25>); RWelgkN&Ih CarotM 2780a * y`'??t_ r?O
Phone; 019.739.178a/FAX [phone]karat:htto!//h2o.enr.state p .ustwwedands 1VoI/[?[jl,.
M a
Equal oppartunay/Aifrma w Acton Employer- 50% Hecy"10% Post Conwazr Paper
( { i?K L ??
?
Si2:d S26Lt7 8 :01 £689££L6i6 SU4U1131-0M:W d-A SS:£i b002-91-d3S
North CamlilwDepadmntof I.Oyi.mnment-and Natur* Resources
- "'Division ?t=Watc?'Quallty
i
Forest Hills Development, LLC
Page 2 of 4 _
bmrv>4
Conditions:
_ 1. Impacts Approved
The following impacts are hereby approved as. long as all of the other specific and
general conditions of this Certification (or Isolated Wettand Pen-nit) are met. No other
impacts are.approved incudinm incidentalirnpacts:-- -
Amount Approved...
. tlitits Plan Location or Reference
Stream -- 155, _ feet WL-1.0 9/10104
404 Wetlands .01852 -{acres .WL4.01 9/10104
Buffers
.... 33.141. (square-,__..
-ft: _YVL2.0.(9f.10/Q4)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper de;k,I instaffation-andgm,atiomand,,n aintenance of such Best
Management Practices in order to protect surface waters'standards:
a. The erosion and sediment controlmeasures for thb;pfbje. must be designed,
installed, operated,--and maintained inaccordance With-the most recent version of
the North Carolina Sed1menraW-Fr ;siarContra1-Rannfitg_and Design Manual.
b. The design, installation, operation,-and'maintenance -of the sediment and erosion
control measures Must be sucKlhat1hey equal..or.exceed,.the?equirements
specified in the most recent version-of the'North Carolina Sediment and Erosion
Control Manual The devices shall-bumaintatned-.aU;construdion sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or teased borrow
pits associated. with. the. project .._._
. 3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, .Spoil,-solids,.or..fill.of.any.kind shalioccur in-wetlands, waters, or-riparian areas
beyond the footprint of the,.. _
.paols?.CW R.the-Preconstruc Lion-NoUce.AppGcation. Al
construction activities, including the design;'installation, operation, and maintenance of
sediment and erosion o$estiGidttdement:FtaiCes,_sbaU.be.performed so that no
violations of state water quality standards,-statutes. or rules occur.
4. No Sediment A Erosion..Controf.Measures.w/n.Wetlands-mWaters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicablg. if Placement:cf sedlfneiitand:erosion. control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the. date .that.the.0iviabn. ofLarid.Resources.has released the project,
5,. Grading and Reyegetatioa.wii1in.2diie.-Z_ '
,. The plans provided along with the application depict grading activities within Zone 2 of the
.protected. buffer.. This activity is-designatedzs"exempt" underthe go{{erRule provided that flit
is not placed in Zone. 1, diffuse flow is maintained-as-per the suffer Rule, the disturbed areas
are stabilized and.revegetated? arid-the-heatthofthe-existingvegetation in Zone 1 is not
compromised. _
S?£?d S26LbS86:01 .•2689££L6T6 Sa4J113M-OM:W 21d 9S:£T b002-9T-d3S
Forest Hills Development, LLC
Page 3.0f4
9/16104
?,6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters arid-protecfive-buffermirronterto.assure-compUance for future wetland.
water and buffer impact. These mechanisms-shall be put in place prior to impacting any,
wetlands, waters and/or buffers approved°forimpactunderthisEertification Approval and
Authorization Certificate. A sample-deed-notification can be downloaded from the
401/Wetlands Unit web site at http,/Wo.*nr. tatemc...us tlactds. The text of the sample
deed notification may be modified as appropriate to suit to this project
7. Culvert Installation.-
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered Fasting stream-iim nsfor«:(itcfuding;the.c ross.section dimensions.
pattern, and longitudinal profile) must be-maintained-above'and below locations of each
culvert. Culverts shall-be desfgned`and installed-to-attowforaquatic life movement as well
as to prevent_head gutting of the streams: - 9 any of the existing pipes are or become
perched, the appropriate stream.grade (shall be re=estahiished.or if.the.pipes installed in a
perched manner, the pipes shall be removed and re-installed correctly.
Installation of culverts in wetlands. must. en&tJr-e.wontinufty..of.waterrnovement and be designed
to adequately accommodate high water or flood conditions.
8. Diffuse Flow
In an effort to comply.v th.the.diffuse.ftow.prevision.of-the-Buffer. Rule•(•15A.NCAC 02B
•.0233(5)), you-have pravaded the DWO with level spreader designs dated August 19, 2004
and.September 1-,.21M? Thie•DWQ.W1ieves.that. itimplemented; as•perthese plans, diffuse
flow will be achieved. However, if diffuse flow as per 15A NCAC 02B .0233(5) is not
achieved, then. the. DWQ:shatf•be nofi'ied•at d-corrective•octions to-restore diffuse flow shall
be taken if necessary to impede the forrnati?n oferosion 90es. At no time shall stormwater
from-the proposed?ceveknpment-be piped-rlirectly-thruugh-the•buffer without- priorDWQ
written authorization.
9. Protective Fencing
The outside buffer, wetland or water boundary and along the constriction corridor within
these boundaries. approved. under.. this author'izatioi .shall-be.deady.marked with orange
warning fencing (or similar high. visibility material) for the areas that have been approved to
,infringe within the. buffer,.wetland.or.wafer-pri0r.toanyiand-4isturbing activities to ensure
compliance with 15A NCAC 2B 33 and GC 3402.
10: Written Stormwater'Management'Plan-(No:Further Approval Needed)
The final, written ?stormwater management- plans (Includinga--signed and notarized
'Operation and-Maintenence Agreementydated- gusti.9;;2004.and.August.23. 2004,.must
be implemented-and-the stormwater management faafities-shall be constructed and
operational before-any-permanent-brWiding-is upr?-arthasubject ite. The structural
stormwater practices as approved by this Office as welt-as drainage patterns must be
maintained in perpetuity. No changes to the-structural stormwater.practices shall be made
without written authorization from the Division of Water Quality.
Sib:d S26LOS86:01 .. £689££L6T6 S0NH113M-OMa:W021d 9S:£T b002-9T-d3S
• ,
Forest Hills .oevelopment. LLC '
Page 4 of 4
9/16/04
11. Notification of Construction
The applicant and/or authorized agentshak-contactthe DWQ Express Review Program in
writing at the fetterhead•address within•10 days df'the commencement of construction.
12. Certificate of Completion .
Upon Completion of alt-wodkVWoved-v hift.the-4,044ater..Quality..Certification or
applicable Buffer Rules and an subs cent modifications, the applicant is required to
return the attached certificate of complet bn-w'the 401lWdgands.Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in.rexocabon. of.this.Certifigtion and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as.depicted.in.your.application.and as authorized by
this Certification, shall expirc upon expiration of the 404 or CAMA permit.
If you do not accept any of the conditions of this Certification (asSociated with the approved
wetland or stream impacts); you may ask for°an adjudicatury heal iag: You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 1508 of the North Carolina General S%Atates.to.fhe Office of Administrative
Hearings, 6714 Mail Servioe Center, Raleigh, N.C. 27699-6714. 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-40i of the Clean
Water Act and Me. Neuse•riparlan•buffer-protecb0n ttleas.descxibed within 15A NCAC 2B
.0233. If you have any questions, please telephone John Dorney at 919-733-9646 or Debbie
`Edwards at 919-733.9502.
Sincerely,
.E.
AWK/dae
Attachments: Certificate of Completion
GC 3402
-.CC. SCOtt.MUCIIJ11-6paulding.B.NomJs,.PA,.972.T4inityRoadi.Rateigh, NC 27607
USACIfafelgh Regulatory Field Office
DWQ Raleigh Regionat.Office
Dt.R Raleigh Regional Office
File Copy
Central Files
"Filename: 041251 Bridgewater(Wake)EXP+buffer
S?S:d S26L7586:01 2689££L616 S0NHl13M-OMa:W0dA LS:£i bOO2-9I-d3S
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action 1D: 200421194 Coun : Wakc
GEN1H R.,`,L PERMIT (REGIONAL AND NATIONWIDE) VE11111bki?ATION
Property Owner: ; Forest Hills Development, LLC
Mailing Address: 4011 West Chase Boulevard
Raleigh, North Carolina 27607
Authorized Agent: Spaulding & Norris, PA
Attn: Scott Mitchell
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone No.: [phone]
Telephone:No.: [phone]
Location of property (road name/number, town, etc.): The property is approximately 120 acres in size and located
approximately 1500 feet east of NC 55-Business and 4250 feet north of Holly Springs Road (SR 1152), north of
Holly Springs, Wake County, North Carolina.
Site Coordinates: 35.6727965 ON 78.8411241 °W
Waterway: Middle Creek
USGS Quad: Apex, NC
River Basin: Neuse HUC: 03020201
Description of projects area and activity (see page 2 for a summary of authorized impacts): This permit authorizes
mechanized land clearing, excavation, placement of fill, grading, and installation of culverts associated with
construction of the proposed Bridgewater Subdivision.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below, unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, . the nationwide pennit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide.permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the perniittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are. any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Jennifer Burdette'at telephone [phone], ext 22.
Corps Regulatory Official Date: 10/31/2004 Verification Expiration Date: 10/31/2006
Copy Furnished: Heather Keef r - Town of Holly Springs
Page 1 of 2
Determination of Jurisdiction:
? Based on preliminary information, there appear to-be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
There are Navigable Waters of the United States within the above described project area subject to the permit require ments o.
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
? There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on 06/29/2004 (Action ID: 200420381).
Basis of Jurisdictional Determination:
. LeA
Corps Regulatory Official Date:. Determination Expiration Date: 6/29/2009
Summary of Anthari7M Tmnarfe and Up",--A RAM-.12--

ID
NWP / GP
Open Water ac --M
Wetland ac -
U ' octant Steam 1
I octant Stream 1
#
200421194 #
39 Temporary Permanent Temporary
0.2627 Permanent
0.3766 Temporary Permanent Temporary Permanent
45 110

hn act Totals 0 0 0.2627 03766 0 0 45 110
Total Loss of Waters of the U.S. (ac) 03766 Total Loss of Waters of the U.S. (1 110
Required Wetland Mitigation NO 0.7532 Protection Required Stream Mitigation 0 Q_ 4 Additional Remarks and/or Special Permit Conditions:
Requiring execution and recording of deed restrictions with restrictive covenants:
The Permittee shall cause to be recorded in the Register of Deeds for Wake County restrictive covenants for the
purpose of maintaining proposed conservation areas totaling 20.2 acres in their natural state in perpetuity. The
permittee shall also cause to be recorded a plat, showing the subdivision plan for the property, the boundary of the
conservation areas, and the boundary of jurisdictional waters of the United States. The restrictive covenants and
plat, as approved by the Corps of Engineers, shall be recorded prior to the sale or conveyance of any.lots, phases,
or other property within the subdivision. The permittee shall enforce the terms of the restrictions set forth in the
deed, and, prior to conveyance of the property, shall take no action on the property described in the deed
inconsistent with the terms thereof.
Requiring on-site demarcation of wetland boundary:
Staked boundaries
Permittee shall locate all wetland flags and identify their position on site with the installation of surveying stakes.
Intermediate stakes shall be installed if the distance between any two flags is greater than 30 feet. Markings on
stakes (or attached flags) shall identify the demarcated area as a wetland. Demarcation of wetland areas shall be
accomplished prior to initiation of any impacts to jurisdictional areas (fill, mechanized landclearing, culvert
installation, etc.) authorized by this permit. The stakes shall remain in place throughout the duration of all
construction activities associated with the project. The Corps of Engineers regulatory project manager shall be
contacted at least two weeks prior to removal of wetland boundary stakes.
Page 2 of 2
Fenced bound.. ies
lPermittee.'shall locate all wetland. boundaries and identify them on site with the installation of temporary fencing
(e.g., orange webbed tree-protection fencing). Markings on the boundary fencing (or attached flags) shall identify
-the. demarcated area as a wetland. Demarcation of wetland areas :hall be accomplished prior to initiation of any
impacts to jurisdictional areas (fill, mechanized landclearing, culvert insi-i-Nation, etc.) authorizA by this permit.
The fencing dial? remain in place throughout the duration of all construction activities associated with ilbe project.
.. he,Corps of Engmeeirz regulatory project manager shall be coaatacted at least two weeps prior to removal of
wetland boundary fencing.
Regional Conditions
For all NWPs that involve construction of culverts, measures will be included in the construction that will
promote the safe passage of fish and other aquatic organisms. For all culvert construction activities, the
dimension, pattern, and profile of the stream, (above and below a pipe or culvert), should not be modified by
widening the stream channel or by reducing the depth of the stream. Culvert inverts will be buried at least one
foot. below the bed of the stream for culverts greater than 48 inches in diameter. For culverts 48 inches in diameter
or smaller, culverts must be. buried below the bed of the stream to a depth. equal to or greater, than,20 percent of
the diameter of the culvert.
Utility Line Installations
The areas of waters of the United States that are disturbed will be limited to the minimum necessary to
install.the utility line. The construction corridor authorized by this permit will not exceed forty (40) feet
in width in the wetland areas.
Upon completion of the work, only a twenty (20) foot wide maintenance corridor or less is allowed by
this permit within the wetland areas.
Permittee shall seed wetland areas with wetland seed mixture only. Fescue grass will not be utilized
in the wetland areas.
Page 3 of 2
i
• - i • - Raalleighl?North Ca 276 5
919-954-1514
Fax [phone]
August 31, 2004
Spaulding & Norris, P.A.
972 Trinity Road
Raleigh, NC 27607
Attn: Mr. Tom Spaulding
Re: Report of Subsurface Investigation
Existing: Bridgewater Pond Embankment
Holly'Springs, North Carolina
GeoTechnologies. Inc. 1-03- 1756-EB
Gentlemen:
GeoTechnologies, Inc. has completed the authorized geotechnical investigation to evaluate the
existing pond embankment located within the proposed Bridgewater subdivision in Holly Springs, North
Carolina. This report presents the findings of our investigation and our recommendations concerning the
existing configuration of the embankment.
PROJECT AND SITE DESCRIPTION
It is our understanding that consideration is being given to incorporating an existing pond
embankment into development plans for the proposed Bridgewater subdivision in Holly Springs, North
Carolina. Based on provided information and our on-site observations, the pond embankment is currently
up to 12 feet in height with a typical crest width of 15 to 20 feet. The water level within the pond was about
6 feet below the embankment crest at the time of our site visit, and it appears that the water level is
maintained with an uncontrolled trench opening located near the southern abutment. The base of the trench
appears to mostly be weathered rock or rock, with steep and exposed. fine-grained sidewalls. A small
diameter outlet pipe was observed near the middle portion of the downstream toe; however, the pipe was
discharging a.very small volume of water relaoyp to the trench.
The downstream slope appears to have been constructed at an average angle of approximately
1.6H:1 V, with some flatter and steeper sections, The upstream slope could not be completely observed, but
appears to have been constructed at an angle of about 23HA V or flatter. Since no topographic information
was provided, these slope angles should be conaidered.approximate. Numerous small to medium diameter
trees were present on the slopes.
At the time this report was issued, no information regarding proposed alternations to the existing
embankment configuration were provided, and therefore we have assumed that 'approximately the same
configuration is being proposed as part of the new development. GeoTechnologies has been informed by
our client that the embankment has been classified as a low hazard or Class W structure by the North
Geotec"Ncd and Const=fion Motem* Testing services
Spaulding & Norris, P.A.
August 3l, 2004
Page: 2
Carolina Department of Environment and Natural Resources (NCDENR). ;ed,on this classification. the
dam currently wall not be regulated by the State Dam Safety Program.
INVESTIGATIVE TECHNIQUES
Subsurface conditions for the existing embankment were investigated by drilling two soil test
borings at the approximate locations shown on the attached Figure 1. The boring locations were established
in the field' by estimating distances from existing site landmarks, and therefore the indicated locations
should be considered approximate. The borings were advanced to depths of about 15 feet below site grade
with standard penetration testing performed at selected intervals to evaluate the consistency and density of
the subsurface soils. Additionally, GeoTechnologies used a ii inch diameter steel probe rod to evaluate the
near surface soils on the embankment slopes.
SUBSURFACE CONDITIONS
A generalized subsurface profile prepared from the boring data is attached to this report as Figure 2
to graphically,y, illustrate subsurface conditions encountered at this site. More detailed descriptions of the
conditions encountered at the individual boring locations are then presented on the boring records.
The results of our borings indicate that the embankment fill soils typically consisted of
approximately 12 to 14 feet of silty and clayey materials that exhibited penetration resistances ranging
from 4 to 20 blows per foot (bpf). Underlying the fill materials, the borings encountered a thin silty layer to
a depth of about 15 feet. The silty materials exhibited penetration resistances of at least 6 bpf. With
increasing depth, both of the borings encountered partially weathered rock at a depth of approximately 15
feet. Partially weathered rock is defined as material whose standard penetration resistances are in excess of
100 bpf. but which may be penetrated by the soil drilling process. Both of the borings were terminated
within the partially weathered rock. Groundwater was encountered in each of the borings at a depth of
approximately 10 feet below grade at the time of boring completion.
RECOMMENDATIONS
The following recommendations are made based upon a review of the attached boring data, our
understanding of the planned construction, and past experience with similar projects and subsurface
conditions. Once embankment details become more finalized, GeoTechnologies will need to be provided
with that information so that these recommendations may be confirmed, extended, or modified as
necessary. Once these additional details are known, more specific modification details (specifications) can
be provided
Existing Embankment.. With a few exceptions, the results of our borings indicate that the core
section of the embankment. fill was generally well compacted. Our experience has been that well
compacted fill materials that are at or near optimum moisture content will exhibit penetration resistances of
at least 6 bpf. Therefore, our borings suggest that most of the fill was adequately compacted, with a few
marginal zones where penetration resistances of 4 to 5 bpf were encountered. Additionally, the fill appears
to be low permeability material that would be suitable to impound water. Although the initial foundation
material underlying the fill encountered in boring B-1 was slightly organic, it was not excessively soft or

Spaulding & Norris. P.A.
August 3 t. 2004
Page: 3
permeable, and it appears that the embankment was founded within a ter: `mot of very hard materai a:-both
boring locations.
Although our borings indicate that the core of the embankment is generally well compacted,
probing along the downstream slope face and toe indicated soft materials were present to depths of
approximately 12 to 24 inches, with some deeper areas also encountered. Additionally, observations of the
downstream slope indicate that there may have been some minor sloughing in the past in some of the
steeper areas. In general, the downstream slopes are steeper than normal for this type of structure. Small to
medium diameter trees were observed on both the upstream and downstream slopes, and we anticipate that
these trees, including organics and root systems will need to be removed as part of any modification.
Typically, it is recommended that this type of vegetation not be allowed on dam slopes.
Slope stability analysis performed incorporating the above information indicates that the
downstream slopes currently exhibit a safety factor against a deep-seated failure of about 1.3, with a lower
safety factor against an infinite slope (shallow) failure. Based on these considerations, it is our
recommendation that the downstream slopes be modified to increase both safety factors to about 1.5. As
discussed below, we advise that stability be improved by reworking and flattening the downstream slopes.
Once all of the existing vegetation is removed from both of the slopes, we advise that between 12
to 18 inches of the outer material on the downstream slope face be removed Subsequently, we advise that
the underlying 6 to 12 inches of material be reworked (dried and recompacted) in-place. Once this work is
completed, the slope can be flattened with approved compacted fill to an angle of 2.511: IV, or with a fabric
and rip-rap detail to an angle of 2H. IV. If rip-rap is used, a minimum thickness of 2 feet should be placed,
meaning that the bottom width of the rip-rap will be 6 to 7 feet in some areas to flatten the slope. If soil is
used to flatten the slope, the we must be protected against downstream erosion where ,it approaches the
creek near the southern abutment. Incorporating a less substantial fabric and rip-rap detail on the upstream
slope face will help control erosion. Details regarding these recommendations can be provided once
modification plans become more finalized.
Foundation eparation. Where the downstream toe will be extended to flatten the slope, the limits
of the new foundation should be evaluated by a geotechnical engineer. Based on the results of our probing,
we would generally anticipate that firm soils would be exposed at approximately 1 to 2 feet below grade;
however, it is likely that some deeper soft soil will be encountered in the lowest lying areas. Therefore,
some undercut type repairs are likely in these areas. Additionally, it should be recognized that some water
may enter the undercut excavation, and this water will require control during construction by the
contractor. Although it should be recognized that repairs will be required no matter what time of the year
that the construction begins, we recommend that modification operations be completed during the typically
wanner and drier summer months in order to reduce the impact that extended; periods of wet and cool
weather could have on the repair and construction process.
Existing Discharge Trench. As previously indicated, it appears that water levels within the pond are
currently maintained by an uncontrolled open trench along the southern abutment of the dam. Based on our
visual observations, it appears that the trench bottom has been scoured to relatively consistent weathered
rock or rock. with the sides of the trench consisting of clayey and silty soils that are erodable. At the time
of our observation, the trench appeared to be maintaining the water level inside the pond at a safe height;
however, an evaluation of the trench to function as a spillway for the structure was beyond the scope of this

Spaulding & Norris, P.A.
AL%wt 31. 2004
Page: 4
ii-- estigation Modification plans for the embankment should mcla,,a a.hydrogeologic evalualion of the
need for a controlled spillway. The proposed development may change the required spillway capacity :or
the dam. If the pig located near the central portion of d dam will be abandoned, %:c recommend that the
pipe either be removed or grouted in-place.
Available Borrow Sources. An evaluation of potential borrow areas was not performed as part of
this investigation, and we recommend that an investigation of these areas be performed if modifications
will include fill placement. Suitable fill material should consist of low to moderate plasticity silts or clays
having a Unified Soil Classification of ML or CL During actual construction, density tests should be
performed on a full-time basis to identify any potential problem areas. Fill materials may be placed at
moisture contents 2% dry of optimum to 2% wet of optimum. All fill soils should be compacted to a
minimum of 95% of the standard Proctor maximum dry density, and the fill should be benched into the
existing slope.;
Recommendations for Inter ill aW a e. If soil fill will be used to flatten the downstream slopes,
consideration should be given to installing a toe drain. This drain is to intercept the phreatic surface which
will eventually develop within the embankment. Water intercepted by the toe drain should then be carried
away from the embankment in a downgradient area. Details regarding the toe drain configuration and
location can be provided once embankment modification details become more finalized. A toe drain would
not be recommended if rip-rap is placed on the downstream face.
Seepage Estimates. In order to calculate existing seepage quantities, a phreatic surface was
estimated from the existing pool elevation to the downstream toe. Seepage quantities through the
embankment and foundation were estimated with flow nets. Our analysis indicates that total seepage losses
= through the embankment and foundation should be less than 50 gallons per day. However, it should be
recognized that the actual seepage quantities could vary depending upon the flow through the abutments,
the consistency of the embankment fill, the structure of the native soil which does include some quartz
,zones, or the competency of the shallow partially weathered rock or rock foundation materials. Therefore,
actual seepage losses could be higher or lower than our estimate.
GeoTechnologies, Inc. appreciates the opportunity to be of service on this phase of the project.
Please contact us if you have any questions concerning this letter or if we may be of additional service on
this or other projects.
Very Truly Yours,
3'e
c n ogles, Inc.
T Ernest L Stitzinger, P.E.
NC Registration No. 255
ELS/lam
Attachments
031756eb.doc

OP8b?34
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Philip C. Lambe, P.E.
NC Registration No. 12412
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GENERAL NOTES T ~ O
i.l THE CONTRACTOR SHALL CONTACT " NORTf FOR ASSISTANCE IN LOCATING EXISTING UTIL CONTACT "NORTH CAROLINA ONE CALL" AT 800-632-4949 J ~ ~ ~6 EXISTING UTILITIES. CALL AT LEAST 4B HOURS PRIOR J v
TO ANY GIGGING. 2.) EXISTING CONDITIONS AND UTILITY SH01 O y ND UTILITY SHOWN ARE BASED ON INFORMATION PROVIDE 8Y =
KENNETH CLOSE SURVEY. THE CONTRACTOR SNP 'CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR 0
GRAPHIC SCALE 1"=50' TO STARTING CONSTRUCTION AND NOTIFY THE INVOLVING PUBLIC WATEA, SANITARY SEWER, AND NOTIFY THE ENGINEER OF ANY DESCf~PANCIES. CONFLICTS " SANITARY SEVER, AND STORM DRAINAGE CONSTRUCTION SHALL a
8E RESOLVED TO THE SATISFACTION OF THE i 3.) ALL CONSTRUCTION AND MATERIALS SHAL( ACTION OF THE TOWN OF HOLLY SPRINGS. ° MATERIALS SHALL BE IN ACCORDANCE NITH THE TOMN OF ~ ~
OF HOLLY SPRINGS STANDARDS AND SPECIFIC ~S AND A
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i~:: OPEN SPACE DATA SITE DATA TAKE
TOTAL OPEN SPACE 50.41 AC. DEYELOPEft ~ „ TOTAL PRIVATE OPEN SPACE.' 50.41 AC. FOl~ST HILLS DEVELOf~NT, L. L. C• o
::•:1 401f NEST CHASE BLVD. ~ . . ~ RALE NORTH INA 27607
_ IOM CAROL R 10 REQUIFI~uIENTS DATA
~e•: PADPERTY IDENTIFICATI Eft 0659.Ot-18-9873 4 fD NfAM9ER ~ LOTS' 54 T o
OMM[ FIOLLY SPAT c PROPO~D R-!0 ACAEAGE.• 7!.05 AC. TOMYSNIR MI CffEEK J#ETNIIAED MINIMUM LOT SIZE' 10, 000 SF COlAYTY.• COUNTY a
• ~~•e•::•::•:::•::•:::•: . . ACTUAL MINIMUM LOT SIZE S0, 052 SF ST MORTN CAAOLINA o
~ I 51 R W 50 R W ACTUAL LARGEST LOT SIZE 24, 794 SF 'IOTA! NUMBER LOTS t84 MAXIMGNf DENS 3.25 a//AC. IOTA ACA ! .01 AC. ~ L 6E.• 20 ITf:•~ 0.76 DU AC. _ o
i / i . ~ : ~ ~ ~ • ~ / EXISTING ZONINrn R 20
I 91 I / i B.M. 1996, PG. 905 B.M. 2000, PG 1 / ~ I ~ I ? I ~ I I / / I ~ I ~i::::•:::•::•: fA•QUI OPEN SPA O.00 AC. ~ o . EXISTING USE VACANT ; : ,Of~l SPACE PAO 45.29 A PRDADSED ZONIN& R-t0 6 R-8 ~
I I I I ~ ~ I , / ~ I ~ I ::G PROPOSED USE SINGLE-FAMILY f~SIDE~fTIAL
I 3 ~ ~ I ~ ~ I / / ~ ~ NTNES SETBACKS R-10
I Qc~R I I I 'll I I / 1 ~ I I I I i ~ ? I I I I / 1 I ~ 1 4 ~ ?I / / ~ Lx I 4~ DATA FROwr.• 20' _ ~ a ~ n m I, m ~ M
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~ I I ~ it ~ . . :.N: A-8 A AGE: .60 AC. SIOE• 16' AGGREGATE s~ ~ OPABLE ACRE 25.48 AC.
~ ~ VI ~ / \ \ I o ~ I I >n N ~ I I \ I /ti. I n , ~ . . ~'1' • • OUIffED M LOT SIZE ~ 000 SF ACKS R 8
I it ~ e. 11 1 63 1 , ~ 1 1 1 1 1 1 1 C Mi IMfM LOT SIZE: 5, 024 SF ~?t . WI'T'H INCENTIVES a cARGESr cor slzE 3B6 SF ti 0
- 1 y 1 1 1n ~ o n1 1 ~ 1 \ ~ 1 ? / ~ V I I / ~ l I 1 ~ P MAXIMIM DENSITY.' 4.50 OU/AC. ~7 1 t3.5 L'• : • PAA~OISED DENSITY.' 4.25 DY//AC. ~T• +fE~RY 4th LOT . 25' p`~ O L
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ITILW. CODE LATEST E? • SiULL ff 191BTALL®1N SIAlCT Ap~IM~ s. 4 Pvc sANrrARr SEJA9J SAYICE 1 Yrw~ ~::.•.w::~: = - .`.~t:::.~:~:~ir~:~iii~i:'.i:'r:iir'ri~~i?riii~ii~:~ ~:~iFi~:
N rN THE N.C. PLG6DYB G7tIEE UTEST EDITIQM. ° I r AND s~ J~1 i0 ~ 1S31AiNCE - - - sNPU.r. BE s AB111~ so. TiE srrE - JUTI~E tii.{' ~ii~ic = FUTILE DEVELOPMENT
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13.) 6ARA6ES NET MME A 10' WMT Miff Fib THE DM31IA6 FACADE MR MET •riiiiiii~y°: 517
BE NO MORE IRAN 40 OF IIE FWff FACADE IF RE MUM F IS FRONT-LMT I 14). NO LOT SHALL OE PUTTED IF LWAT® MIAm M YEAR FLOWPLAA I OF CRFEK
15.) AMENITY SITE MAST ME OONRETED AW 0P611T1MWL GME 469 OF M C& SAE SSGED. DffSWWM I 16.) FEE-IN-LIEU OF DOM45TREAM PUMrATIGN AAD XBOLE,d~' M. - :9 '
REOUIEFD ON THIS PROLECT. 11.) MAIN RONDMAY (STREET 1) OUT TD M. C. !PI TD BE CDAS111rCT® AS AW M<AMW 1.
18.) CONNECTOR ROAONAY TO MIM7ES? FAW6 MITER 10 SIMEL ME CaIMTNATME AS PART OF PHASE 4. PROJECT MNBER :
I 19.) ENTIRE PROPERTY SHALL HE ANOW DYTD RE TORN OF HOLLY SPRDMN PRAT 10 PLAT RECORDING. G:
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 427-2003
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