20040917 Ver 1_COMPLETE FILE_20070831

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I
June 7, 2004 RICE &
ASSOCIATES
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Preconstruction Notification Application
Olde Mill Stream (R&A Project #: 03-031)
Wake Forest, Wake County, North Carolina
Dear 401 /Wetlands Unit:
19TIPmC I n0.1 r,,Rr,,UP
JUN 0 '! )-uLA
WATER UUhtl I't SECTION
Rice & Associates is submitting a revised Preconstruction Notification (PCN) Application for the
above-referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permits Number 12, 13 and 39 under Section 404, Clean Water Act, 33 USC
1344 and DWQ 401 Water Quality Certification. Seven copies of this submittal are attached.
The original PCN Application for this project was submitted on January 9, 2004. The PCN is
being resubmitted because of required design changes to minimize stream and buffer impacts
below applicable thresholds.
Rice & Associates met with USACE staff and Town of Wake Forest Staff on April 1, 2004 to discuss
this project. It was determined that approximately 270 lineal feet (If) of perennial stream impact
resulted during the earlier phases of the Olde Mill Stream Single Family Subdivision. In addition,
there was approximately 0.02 acres of previous wetland impacts from the earlier phases.
The current project will include subdivision streets; water lines, sewer lines, and storm drain
facilities for the final phase (Phase 5) of the Olde Mill Stream Subdivision. In addition to the
public improvements, 7.71 acres of Greenway and Open Space was dedicated to the Town of
Wake Forest. In total 18.13 acres has been dedicated as Greenway and Open Space to the
Town from the Olde Mill Stream Subdivision. USACE requested Rice & Associates to determine
the net area of Greenway and Open Space dedicated to the town, where "net" is defined by
Gross Land Area of Dedication less any utility easements or right-of-way encumbrances. We
have determined an estimated, net land dedication to the Town in perpetuity of 15.03 acres.
The net area accounts for 20- and 30-foot utility easements for sanitary sewer outfalls adjacent
to Richland Creek, and the future extension of Whistable Circle (60' ROW) across Richland
Creek. As requested, an updated exhibit showing the land dedication has been attached. Per
our meeting on April 1, 2004, the net land dedication is considered in lieu of mitigation for the
previous 270 If of stream impact.

f!Cf COPY

978 Trinity Road • Raleigh, North Carolina 27607 • Voice 919.854.0811 • Fax [phone] • Email: [e-mail]
DWQ 401 Certification Request
Olde Mill Stream Phase 5
June 7, 2004
Page 2 of 3
The enclosed PCN Application requests three separate permits pursuant to meetings and
discussions with USACE. NW 12 is being requested for temporary stream impacts due to
perpendicular crossings by proposed sanitary sewer outfalls serving the project. NW 13 is being
requested for two, bottomless, arched, culvert spans at two separate perennial stream crossings to
allow the extension of Coram Fields Road from the existing Phase 4 of the subdivision into the
project. NW 39 is being requested for wetlands and buffer impacts resulting from storm drainage
and erosion control structures and individual lot grading. The following paragraphs provide an
impact summary for each requested permit.
NW 12-
The sanitary sewer outfalls will be contained within a 20' wide easement. The temporary impacts
proposed to the streams and wetlands resulting from construction of the sanitary sewer outfalls
include 23 If of stream impact from a perpendicular crossing, and 1,838 square feet (sf) of
wetlands impact. The permanent impacts proposed to the Neuse River Basin Buffer (NRBB) from
the sanitary sewer include 1,687 sf of Zone 1 NRBB impact, and 1,965 sf of Zone 2 NRBB
impact.
NW 13:
There are two un-named tributaries of Richland Creek that will have perpendicular road crossings.
Each tributary has been identified as a perennial stream. To avoid impacts to the streams,
wetlands and buffers, arched, bottomless culverts are proposed. USACE and NCDWQ consider
use of arched, bottomless culverts to have no impacts to streams, buffers and wetlands. Each
crossing is proposed to have an 8'-5" x 25' Contech Steel, low profile arch structure designed to
preserve the creek bed and minimize disturbance to the creek banks. As requested by USACE, the
toe of slope along each bank will be stabilized using rip-rap from toe up to edge of structure. This
is considered the acceptable method of bank stabilization due to shading concerns by USACE and
the effect shading might have on stabilizing vegetation along the banks internal to the arch
structures.
NW 39:
Wetlands will be impacted from filling at lots 7, 8, 9, and 10, and from construction of storm
drainage structures (pre-formed scour holes and level spreaders), and one temporary sediment
basin. There will also be minor NRBB impacts resulting from road grading. In total, the NW #39
Permit is requesting 16,200 sf of proposed wetland impacts and 927 sf of Zone 2 NRBB impacts.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permits 12, 13, and 39 under Section
404 DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
1 . A set of 1 1 "xl 7" impact exhibits
2. Signed and dated copies of the "Agent Authorization Letter".
USACE Section 404 Permit Request
Olde Mill Stream Phase 5
June 7, 2004
Page 3
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permits 12, 13, and 39 under Section
404 for the impacts described above.
1 . A set of 11 "xl 7" impact exhibits
2. Signed and dated copies of the "Agent Authorization Letter".
3. A Neuse River Basin Riparian Buffer Rules (NBRRO 00-145) letter dated June 09, 2000
with attached soils and quad maps.
4. USACE Nationwide 12 Permit Verification, Action ID 200020002, dated June 08, 2000
for previous phase of the project.
5. DWQ letter approving Water Quality Certification and Neuse River Buffer Rules dated
June 28, 2000 for the previous phases of this project.
6. Greenway and Open Space Land Dedication Exhibit showing the total and net land
dedicated to the Town of Wake Forest in perpetuity.
7. $200.00 Check covering the required Review Fee is being provided to NCDWQ.
8. Level Spreader Worksheets.
9. Pre-Formed Scour Hole calculations.
If you should have questions or require additional clarification during the review please feel free
to contact me at (919) 854-081 1, extension 103.
Very truly yours,
RICE & ASSOCIATES
Aoer*
Frederic D. Rash, P.E.
cc: Steve Gould (w/ attachments)
OP
16068
RICE & ASSOCIATES CRESCENT STATE BANK
CIVIL ENGINEERING • PLANNING • SURVEYING
978 TRINITY ROAD PH 919-854-0811 66-1227/531 6/7/2004
RALEIGH, NORTH CAROLINA 27607
PAY TO THE * *200.00
ORDER OF North Carolina Division of Water Quality Two Hundred and 00/100***:***s***********************************.s*******************:*****::***:*******:**********+
DOLLARS -
m
North Carolina Division of Water Quality
8
AUTHORIZED SIGNATURE
MEMO
------------ Olde Mill Stream Phase 5 PCN ADplication
1110 L 60 6811' 1:0 S 3 112 2 7 Sli: 0 2 L00 20 3 Sill
RICE & ASSOCIATES 1 6 0 6 8
North Carolina Division of Water Quality 6/7/2004
4040 - Site Plan Fees 03-031 Olde Mill Stream Phase 5 PCN Application 200.00
Cash - Crescent State Bank Olde Mill Stream Phase 5 PCN Application 200.00
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ Nu` i K
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A°.)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12, 13,39
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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mill Creek Partners
Mailing Address: 833 Wake Forest Business Park
Suite A
Wake Forest, North Carolina 27587
Telephone Number: 919.556.2519 Fax Number: 919.556.2001
E-mail Address: gcar2 earthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Rice & Associates
Company Affiliation: Agent
Mailing Address: 978 Trinity Road
Raleigh North Carolina 27607
Telephone Number: 919.854.0811 Fax Number: 919.854.0812
E-mail Address: smr riceassociates.net
Page 5 of 14
III. Project Information
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: Olde Mill Stream Phase 5
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1842.04-61-9000, 1842.04-61-5041, &
1842.04-60-1883
4. Location: End of Coram Fields Road in the Olde Mill Stream Subdivision
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Olde Mill Stream Phase 5 (lots 1-60)
Directions to site (include road numbers, landmarks, etc.): From Wake Forest take U.S.
North Main Street (Hwy. 1-A) towards Younqsville, take a left onto Harris Road
(North Side Loop, SR 1931), right onto Branford Mill Rd. and left onto Coram
Fields Dr.
5. Site coordinates, if available (UTM or Lat/Long): Not Available
(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): Total of the three (3) tracts = 23.03 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Richland Creek
8. River Basin: Neuse
(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/neaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Mountainous terrain with slopes ranging from 7% to
Page 6 of 14
40%, containing existing wetlands, floodplain, Neuse River Basin Buffers with
vacant and residential uses surrounding.
10.
Describe the overall project in detail, including the type of equipment to be used: A 60 Lot
Single family subdivision in the Town of Wake Forest with two story houses with
garages. The subdivision will include public water and sanitary sewer mains,
sidewalk, concrete curb and putter, and a storm water collection system.
11. Explain the purpose of the proposed work: To provide sewer and water service to the site
and upstream properties. Also, provide roadway access for the proposed
subdivision and the adjacent tracts of land to US Hwy 1-A.
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 NWP#12 was obtained from USACE on June 8, 2000 (Action ID: 200020002) and
a 401 Water Quality Certification was obtained from DWQ on June 28, 2000 (Prof.
# 000626), a Neuse River Basin Riparian Buffer Ruling (NBRRO 00-145) was
obtained from NCDENR. The previous approved impacts were for the installation of
sewer lines and the placement of Fill and rip-rap for stabilization. There has been
270 If of perennial stream impact due to a road crossing during Phase 1 of the
Subdivision and 0.02 acres of previous wetland impacts due to sewer line crossing.
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.
No, this is the last phase of the subdivision
VI. Proposed Impacts to Waters of the United States/Waters of the State
Page 7 of 14
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels 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. All 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: Provided below by NWP#
NW 12:
The sanitary sewer outfalls will be contained within a 20' wide easement. The temporary
impacts proposed to the streams and wetlands resulting from construction of the sanitary
sewer outfalls include 23 If of stream impact from a perpendicular crossing, and 1,838
square feet (sf) of wetlands impact The permanent impacts proposed to the Neuse River
Basin Buffer (NRBB) from the sanitary sewer include 1,687 sf of Zone 1 NRBB impact, and
1,965 sf of Zone 2 NRBB impact.
NW 13:
There are two un-named tributaries of Richland Creek that will have perpendicular road
crossings Each tributary has been identified as a perennial stream. To avoid impacts to the
streams wetlands and buffers arched bottomless culverts are proposed. USACE and
NCDWQ consider use of arched bottomless culverts to have no impacts to streams, buffers
and wetlands. Each crossing is proposed to have an 8'-5" x 25' Contech Steel, low profile
arch structure designed to preserve the creek bed and minimize disturbance to the creek
banks. As requested by USACE the toe of slope along each bank will be stabilized using
rip-rap from toe up to edge of structure This is considered the acceptable method of bank
stabilization due to shading concerns by USACE and the effect shading might have on
stabilizing vegetation along the banks internal to the arch structures.
NW 39:
Wetlands will be impacted from filling at lots 7, 8, 9, and 10, and from construction of storm
drainage structures (pre-formed scour holes and level spreaders), and one temporary
sediment basin. There will also be minor NRBB impacts resulting from road grading. In
total NW#39 is requesting 16,200 sf of proposed wetland impacts and 927 sf of Zone 2
NRBB impacts.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year
Floodplain** Nearest
Stream (linear Type of
Wetland***
(indicate on map)
?d (acres) es/no) feet)
WISN #100 (NWP 39)
I Level spreader
? 0.017
I No 32
I Forested
WISN #102 NWP 12) Sanitary sewer 0.018 No 0 Forested
Page 8 of 14
WISN #103 (NWP 12) Sanitary sewer 0.024 No 80 Forested
WISN #104 (NWP 39) Grading 0.315 No 50 Forested
WISN #105 (NWP 39) Scour Hole 0.006 No 50 Forested
WISN #106 (NWP 39) Grading 0.033 No 70 Forested
* List each impact separately and identify temp ary 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: 2.18 acres
Total area of wetland impact proposed: .41 acres
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?
(please secif )
SISN #102 Sanitary Sewer 23 UT to Richland Creek 9 Perennial

* 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.usizs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
w-ww.mmuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 23 LF
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 of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

Page 9 of 14
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n/a
Size of watershed draining to pond: n/a Expected pond surface area: n/a
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.
To minimize impacts to existing streams and wetlands an environmentally friendly
layout was proposed for the subdivision layout. Arched, bottomless culverts are
proposed for the road crossings to protect/preserve the stream and leave it flowing in
its natural condition. Slope adaptive vegetation was specified on steep slopes and
streets were design to the town's upper and lower limiting specifications. Sewer
crossing at the stream is perpendicular, and other utilities were placed outside Neuse
River Basin Buffers and wetlands. Site constraints include mountainous terrain,
extensive amounts of wetlands, floodplain, and large contributing drainage areas at
both roadway crossings.
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
Page 10 of 14
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
htlp:Hh2o. enr. state.nc.us/ncwetlands/strm,gide.htm].
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
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation for wetlands is not required because the proposed impact (0.41 act
when added to the previous impact (0.02 ac) is less than 1/2 acre. Mitigation for
stream impacts is not required because impacts under NW#12 are temporary for
the sewer. Also, US Army Corps of Engineers considers use of bottomless arched
culverts at stream crossings to not have any impact to streams or wetlands. The
mitigation for the previous 270 If of stream impact has been offset by dedication
of 18.13 acres of land from this subdivision along Richland Creek, as accepted by
the US Army Corps of Engineers during our meeting on 4/1/04.
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.htni. 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): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Page 11 of 14
Amount of Non-riparian wetland mitigation requested (acres): n /a
Amount of Coastal wetland mitigation requested (acres): n /a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) 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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? 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 1,687 3 N/A
2 2,892 1.5 N/A
Total 4,579 N/A
Gone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 12 of 14
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.
Buffer Mitigation is not required. Uses are allowable without mitigation. Also,
impacts are less than applicable thresholds. There are no parallel impacts to Zone 1
of the NRBB.
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.
The total area of site is 23.03 acres with 0.00 acres of existing impervious area.
Total proposed impervious area is 6.0 ac or 26%. Stormwater on site will be
collected and discharged via level spreaders and preformed scour holes to achieve
diffuse flow through the Neuse River Buffers in compliance with the Riparian Area
Protection Rules. Level spreader and preformed scour hole design is based upon
DWQ's Draft Level Spreader Design Options V.1.0, dated October 10, 2001. While
under construction, a total of 8 temporary, custom sedimentation basins will be
installed to protect buffers against sedimentation along with other appropriate
sedimentation and erosion control measures in compliance with the Wake County
Sedimentation and Erosion Control requirements. Level Spreader and preformed
scour hole design calculations are attached for reference.
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.
The wastewater generated from the proposed protect will travel through a non-
discharge gravity sewer collection system to the Smith Creek WWTP owned by the
Town of Wake Forest under Permit #:WQ0023514, dated February 4, 2004.
XIII. Violations (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):
Page 13 of 14
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).
? -,w7- o 4-
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
r ,
01/09/2004 13:48 0
JAN-09-2004 09:16 AM
Rice & AAA0C 1 Qt**
i&:
RICE &
assoaaUs
January 9, 2004
US Army Corps of Engineers
Wilmington. District - Raleigh Regulatory Field Office
6508 Falls of Neuse Road
Suite 120
Raleigh, North Carolina 27615
Re; US Army Corps of Engineers
Agent Authorization Letter
alde Mill Stream Subdivision Phase 5
Wake Forest, Wake County, North Carolina
PACE 01/02
9198540812 P.02
The undersigned hereby authorizes Rice & Associates to proceed on beholf of the
current property owner as the agent for wetland permitting issues and applying for a
preconstruction notification for the above referenced project site.
Sincerely,
RICE & ASSOCIATES
Fre eric D. Rash, P.E.
Steve Gould
(current property owner or authorized agent)
-e-? e -
SZ I DATE:
(signature)
970 Trinity toad • RaleipA, North Carolina 21607 • Voice 919151.01311 . Fax 919,854.0812 • Email: penn?all?tlceassatlates.net

June 9, 2000
" Shanda Davenport
r; }A1YE8 s xtuNt. ?R: Rice & Associates
:,1%OVERNOR .r?I 16 New Addition Court
Cary, N. C. 27511
Subject:
'81 LL HOLMAN

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATEjt QUALITY
Neuse River Basin Riparian Buffer Rules
NBRRO 00-145
Olde Mill Stream Subdivision
Wake County
Dear Ms. Davenport:
etUx The information received by this Office on May 16, 2000 has been reviewed. This project is referenced by
d , the Raleigh Regional Office as NBRRO 00-145. The features represented on the Wake County Soils and
'+' the USGS Wake Forest Quad maps were evaluated to ascertain their subjectivity to the Neuse Buffer Rule.
1
?. There are two features represented on both of the maps that are at least intermittent creeks and as such are
ctk _k subject to protection under the Neuse River Basin: Nutrient Sensitive Waters ` Management Strategy;
Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A:02B.0233 (NCAC
w a;: 0233).
The appropriate buffer is delineated on Richland Creek and the unnamed tributary. NCAC.0233 (6) states:-
Non-electric utilities crossings, if perpendicular through the buffer and impacts other than perpendicular
I crossing if in Zone 2 only, are an allowed activities." NCAC .0233 (7) further defines allowable as "Uses
designated as allowable may proceed within the riparian buffer provided there are no practical alternatives
to the requested use. These uses require written authorization from the Division or the delegated local
authority." This Office is aware that a PreConsttuction Notification is being processed by the Central Office
N for the buffer impacts associated with the sewer crossings and the placement of the collection system in Zone
2 of the buffer.
h Thank you for your attention to this matter and if this Office can be of any assistance or if you have
additional questions, please do not hesitate to contact us.
Sincerely,
Steve Mitchell
Environmental Scientist
cc: RRO/John Dorney
Wake County
H:\nbrlet.for\neuse.buf\bufll0\oldmilst.145
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1 6 1 7
website: h2o.encstale.nc.us PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
U.S. ARMY CORPS OF ENGINEERS
Wilmington District Py
Action ID: 200020002 County: Nash
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Authorized
Owner Mill Creek Partners Agent Rice & Associates
Attn: Stephen Gould Attn: Shanda Davenport
Address 833A Wake Forest Business Park Address 116 New Addition Court
Wake Forest, NC 27587 Cary, NC 27511
Telephone Number 919-556-2519 Telephone Number 919-462-8474
Size and Location of Property (waterbody, Highway name/number, town, etc.):, The property is
approximately 140 acres in size and is located on the west side of US 1 A, approximately 0.5 mile north of
SR 1931, in Wake Forest, North Carolina. The site is adjacent to Richland Creek, above headwaters, in
the Neuse River Basin.
Description of Activity: This permit authorizes excavation, the installation of sewer lines, and the
placement of fill and riprap for stabilization associated with the construction of Olde Mill Stream
Subdivision. Impacts to wetlands and waters authorized by this permit total 20 linear feet for two stream
crossings.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
12 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Todd Tugwell at telephone number (919) 876 - 8441 extension 26
Regulatory Project Manager Signature
Authorization Date June 8, 2000*
* Please note that above date reflects the day the work was authorized due to lapse of 45-day review as
outlined in the PCN notification requirements - see Condition 13, 65 Fed.Reg. 12893 (March 9, 2000).
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:
Expiration Date June 8, 2002
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
??. o
1 ? •
AONI%
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND;N" RAIL RESOURCES
June 28, 20000
County Wake
DWQ Project # 000626
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules
Mill Creek Partners
833A Wake Forest Business Park
Wake Forest, NC 27587
Dear Sirs:
You have our approval, in accordance with the attached conditions, to construct a sewer line at Olde Mill stream
subdivision in stream buffers as you described in your application dated May 15, 2000. After reviewing your application,
we have decided that this fill is covered by General Water Quality Certification Number 3101 This Certification allows
you to use Nationwide Permit Number 12 when the Corps of Engineers issues it. This approval is also valid for the
Neuse River buffer rules (15A NCAC 2B .0233). 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. Also 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. If you change your
project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of
this Certification and approval letter and is thereby responsible for complying with all conditions. This approval shall
expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. If total
wetland fills for this project (now or in the futut:) exceed one acre, compensatory mitigation may be required as described
in 15A NCAC 2H .0506 (h). For this approval,tq be valid, you must follow the conditions listed in the attached
certification. r t
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 heating, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh.
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Domey at 919-733-9646.
Sincerely,
Kerr T. Stevens
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
Stephen Rice; Rice & Associates, 116 New Edition Ct, Cary, NC 27511
Division of Water Quality • Non-Discharge Branch
Non-Discharge Branch, 1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer -
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CIVIL
ENGINEERING, OLD MILL STREAM PHASE 5
PLANNING
& SURVEYING
¦ 978 Trinity Road
Raleigh, North Carolina 27601
RICE & GRAPHIC SCALE
Voice: 919.854.0811 0 1000 2000 4000
WAKE FOREST
Fax: [phone] WAKE COUNTY, NORTH CAROLINA
ASSOCIATES [e-mail] (?N FEET) DECEMBER 12, 2003
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DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person:
Level Spreader ID:
Level Spreader Length ft.
Drainage Area O ac.
Impervious Area 0:15 ac.
Maximum Filter Strip/Buffer Slope 16% %
Max. Discharge from a 10 Year Storm 3.4 cfs
Max. Discharge to Level Spreader 3.4 cfs
Filter Strip/Buffer Vegetation Thick
Pre-treatment or Bypass Method None
II. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management
plan submittal includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet
structure details, a detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal
package will result in a request for additional information and will substantially delay final review and approval of the project.
Applicants Initials
iflAft Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with
f
leaf litter.
NIA Pre-Form Scour Holes are on flat slopes only
CMR No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N N Bypass method is specified (if applicable) and plan details and calculations are provided
W Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
ltA No structures are located in protected buffers.
N Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
NA The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25%
in areas with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This
potentially requires a minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone
1 of a protected buffer area.
DWQ Project No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person:
Level Spreader ID:
Phone
Level Spreader Length 6Q ft.
Drainage Area ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope o %
Max. Discharge from a 10 Year Storm 4.t cfs
Max. Discharge to Level Spreader 4.5 cfs
Filter Strip/Buffer Vegetation Thick
Pre-treatment or Bypass Method None
II. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management
plan submittal includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet
structure details, a detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal
package will result in a request for additional information and will substantially delay final review and approval of the project.
Initi
C'MR Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with
leaf litter.
NIA Pre-Form Scour Holes are on flat slopes only
CMF No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
NSA Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
i No structures are located in protected buffers.
N7A Plan details for the bypass and outlets are provided.
)aid The operation and maintenance agreement includes annual erosion and vegetation repair.
I14 The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25%
in areas with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This
potentially requires a minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone
1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person: Cameron M.
Level Spreader ID: 03
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader 27 cfs
Filter Strip/Buffer Vegetation Thick
Pre-treatment or Bypass Method I'
II. REQUIRED ITEMS CHECKLIST
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management
plan submittal includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet
structure details, a detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal
package will result in a request for additional information and will substantially delay final review and approval of the project.
Applicants Initials
CIIAF2 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with
leaf litter.
A%A Pre-Form Scour Holes are on flat slopes only
CMR No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
NfA Bypass method is specified (if applicable) and plan details and calculations are provided
N{ Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
# No structures are located in protected buffers.
Nir Plan details for the bypass and outlets are provided.
NIA The operation and maintenance agreement includes annual erosion and vegetation repair.
N/A The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25%
in areas with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This
potentially requires a minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone
1 of a protected buffer area.
35 ft. (perpendicular to flow)
0.42 ac. (on-site and off-site drainage to the level spreader)
0.11 ac. (on-site and off-site drainage to the level spreader)
1.6% % (6% for forested, leaf littler cover, 8% for thick ground cover)*
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person:
Level Spreader ID:
Level Spreader Length3 ft.
Drainage Area 1.7 ac.
Impervious Area 0.44 ac.
Maximum Filter Strip/Buffer Slope 0.8% %
Max. Discharge from a 10 Year Storm toil cfs
Max. Discharge to Level Spreader 4".8 cfs
Filter Strip/Buffer Vegetation Thick
Pre-treatment or Bypass Method None
11. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management
plan submittal includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet
structure details, a detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal
package will result in a request for additional information and will substantially delay final review and approval of the project.
Applicants Initials
fIF Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with
leaf litter.
%A Pre-Form Scour Holes are on flat slopes only
CMR No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
NIA Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
,t4 A discharge.
l No structures are located in protected buffers.
l Plan details for the bypass and outlets are provided.
,q The operation and maintenance agreement includes annual erosion and vegetation repair.
)Jf The operation and maintenance agreement signed and notarized by the responsible parry is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25%
in areas with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This
potentially requires a minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone
1 of a protected buffer area.
978 TWa Road
RoWgh, Noah Carolina 27607
Voice: 919.854.0811
' &, Eax: 919.854-0812
RICE & aVIL ENGINEERING
ASSOCIATES SURVEYING
MEG OLDE MILL sitEaM PHATE
•Fon.MEa rCwop- Ho<t
r3est6w CA%,cv%.AlloNs
BY: EKG DATE. 5-13 'O 4 SHEET NO. OF
978 Td* Road
Raleigh, Nash (aolino 27607
' Vaiae: 919.854-0811
I &, fax- 919.854-0812
RICE & aVIl 1
ENGINEERIG
A N NGNB
ASSOCIATES SURVEYING
PROJECT:
BY. DATE SHEET NO. 2 OF 1
PLAN VIEW
Pigs or- Ditch
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• Maximum Q10 discharge of 1 cfs per 100 feet of level spreader for forested areas and 1 cfs per 13 feet of level
spreader for grass or thick ground cover
In some instances, because of topography, the size and imperviousness of the drainage area, or other site constraints,
conventional level spreader designs are not appropriate. However, there are altemative designs, like the ones listed
below, that would allow a level spreader to function properly by bypassing the larger discharge events. This is based on i
the assumption used in designing most water quality BMPs that the "first flush" of stormwater discharge contains the
most substances of concern. These other alternatives are "allowable (require written approval from DWQ)" for protected
buffers in the Neuse, Tar-Pamlico and Catawba basins, but would not be allowable in protected buffers of the Randleman
watershed.
Level spreader with bypass for larger drainage areas that require 85% TSS removal or where lateral constraints limit the
level spreader length severely:
• Dry detention basin designed per NCDENR Stormwater BMP Manual' sized to detain 1" rain and release it over 2-5
days' through a level spreader.
• Level spreader length based on the maximum release rate discharge
• Discharges from greater than a 1" rain can be bypassed via an appropriate conveyance such as a grassed swale (rip
rap lined ditch or pipe may be used if necessary)
• Maximum discharge of 1 cfs per 100 feet of level spreader for forested areas and 1 cfs per 13 feet of level spreader
for grass or thick ground cover
*( in order to meet 85% TSS Removal criteria)
Another bypass alternative can be used that would not be considered to remove 85% TSS:
• Detention basin such as a type B silt basin preceding the level spreader
• Level spreader length based on the 1" per hour intensity storm
• A system designed to bypass the greater than 1" in per hour intensity storm through an appropriate conveyance such
as a grassed swale (rip rap lined ditch or pipe may be used if necessary)
• Maximum discharge of 1 cfs per 100 feet of level spreader for forested areas and 1 cfs per 13 feet of level spreader
for grass or thick ground cover
Yet another design that can be used in very specific areas with virtually flat slopes is a Preformed Scour Hole with a Level
Spreader Apron (typical detail attached):
• Discharge area must have virtually flat slopes such as those in flood plains or wetlands
• Must be located outside of zone 2
• B = 3 x discharge pipe size for pipes of either 15 or 18 inches B= base width (see detail)
- Maximum allowable discharge (Q10) of 6 cfs for a 15 inch pipe and 10 cfs for an 18 inch pipe k
• Minimum apron width of 4 feet.
Any of the above options will be considered acceptable if designed in accordance with the outlined criteria. Please keep in
mind that some of the above practices may still require written approval, for instance when a direct bypass discharge is
proposed through a protected buffer in the Neuse or Tar-Pamlico River Basin.
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IMPACT SUMMARY TABULATION
RE IN WISN SISN
NWP ZONE 1 ZONE 2
ID NO. SF SF Sr
LF
100 39 - 60 758 -
101 39 - 763 - -
102 12 1,610 1,196 787 23
103 12 - 567 1,051 -
104 39 - - 13,736 -
105 39 - - 283 -
106 39 - 104 1,433 -
107 12 77 202 - -
TOTAL 1,687 2892 14048 23
I 11
It I
LEGEND
RBIN 000 RIPARIAN BUFFER IMPACT NUMBER
WISH 000 WETLAND IMPACT SITE NUMBER
BUFFER IMPACTS: ZONE 1
BUFFER IMPACTS: ZONE 2
WETLAND IMPACTS
STREAM IMPACTS
1
-V
•
NORTH
GRAPHIC SCALE
0 25 50 100
mmmm?
(IN FEET )
1 inch = 50 ft.
RICE &
ASSOCIATES
CIVIL
ENGINEERING,
PLANNING
&SURVRNG
918 Trinity Road
Raleigh, North Corohno 21601
Voim.919.854.0811
I= 919.854.0812
genmail@dcoozod tes.not
JUNE 1, 2004
LOTS 39 & 40
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PARTNERSHIP,
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IMPACT SUMMARY TABULATION
RB IN WISN SISN
NWP III ZONE 1 ZONE 2
ID NO. SF SF SF LF
100 39 - 60 758 -
101 39 - 763 - -
102 12 1,610 1,196 787 23 --
103 12 - 567 1,051 -
104 39 - - 13,736 -
105 39 - - 283 -
106 39 - 104 1,433 -
107 12 77 202 - -
TOTAL 1,687 ZW2 140M 2J
wISN• 1'06 ' • ' . ' , ' ,
KWP/39. '
'PERMANENT IMPACT
• ' • ARE'A. + .1.433 $F'
REIN' 107 ' • ' • ' • '
NWP#12 •
PERMANENT JMPACT.
ZONE. 1* ='77'SF'
YORE - 2 s '202 SF ,
RBIN 000 RIPARIAN BUFFER IMPACT NUMBER
SISN 000 STREAM IMPACT SITE NUMBER
WISN 000 WETLAND IMPACT SITE NUMBER
BUFFER IMPACTS: ZONE 2
WETLAND IMPACTS
STREAM IMPACTS

RICE &
ASSOCIATES
CIVIL
ENGINEERING,
8 SURVEYING
978 Trinity Rand
( IN FEET )
1 inch = 50 ,t. Vaal: 919.854.0811
fart 919.854.0812
geamail@ ceassodates.W
JUNE 712004
HOUNDSDITCH CIRCLE
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? au7Wrr
? '', ENGINEERING,
PLANNING
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HAL I 918 Trinity Road
TwSTLE
Raleigh, North Carolina 21601
?` Voice- 919.854.0811
% ?. ?;. r•, RICE
ASSOCIATES 919.854.0812
?'
gonmail@dcoossodalmnot
"o' 50
JUNE 7, 2004
41 ? ?.. ?...
SHEET INDEX
;::' ....'1 I 50 0 ,' SHEET NO. IE.0.1
EET N Z, E.S. - COMM
i. , l?T. 1 ? ? Cpl ? r ,• ,?
16 RS ?" r , ?
0•1 ,? aa?,
/ wa?etar
1001
04. loo, 4p
looll
o {??
//
loo, I r / t •_ -x x
100,
L r.... I I I I.e
14
' I ' r.' r '.: : +?'...' 70 , ? I l p ?/ J x?aun sxY b x
.t I r. ..?1. .'., •:?• :.?/ , i1.I R? ;''??Nxile?uuw ?p? IN
t ,'rt, • r 4, i k441
1/55
S t1?. t?\ ? R• .I•••I I II / / ' ! f `?/ I i I /
t \t I I'?t*n, ?? 3 r%'? -'% /451 SHEETS .1.0 ,
W 'q. \ 54
::.'. e s I\"/ SHEET I.1.1 100, 0 t t .. t .. .t O I
0 t / ?t 1 461 x l
od, ? o r - ?-? r it 531
t ...., .... ,? r r?
:. @27 /0' r ....... t \ t i..'.' .. . ...::.... . . ?...L ... +.. ..tom 1 I
r`` :. :' :'.,1'.: :: .': ...{l\
.... ..........w ! I m i_
S ?. `
IN , ?????•,, ',
6o ? ?? +
\ ?? \ „
%
A
w ' \\
1 22
...... ::::::::::::::::...'.. `.,_ ^ GREENWAY & Q11EN•SRACE :':':::'::::......', may/ 71 I 'r,
::':'.':'; :':':•:'::':': ,...':•:•:...::':'. ",HEREBY DEDICAT:EQ':T.O.TWE.:'::•:'::':':'::':•:•:':........ - •.•., • •,;r
::: '.' .'::.::.':::::::::. , :.:::.::.:..::: + TOWN OF WAKE 1=f :'..::.::.. •', :::.:.'::.':::: , ..Q,. :'`.?' , „s \ t
1 \.... r?h? 'I 11"i t I e,
.. .'..' ...................................
::::':::: • ::::..::':::':::':::::: I
'::::::'::::'::'.':.:?I :' :::::::::::', ?YERr1t?RS i'.. i GRAPHIC SCALE
-?;`':::: ,'::.'.. ?.n7,77........ ............::.:.,+ . .:'.'.':.:':', :':':':':':':'.':':'.':':':': 0 50 100 200
+ 1
..... ..''....'..'.'..'.'.......1+ ..'.':.'.'.','.'.'.'.'.'.'.'.'.':.'.'.'.'.'..'.Y.. ?'? 1 Ii 11 + 1 / i
. ?• 1 \ ............................?? 1 1 3 i I1 / (IN FEET )
\1...:.'................:....... ?? ? t ' ' { I / / ' ' ' ' ' ' i inch = 100 ft.
\ I .................... ? ??I?:\.......'.:'.::'.'.'.:'.'.'.'.'.'.'.'::.'.'?\ .......................... l 1111 i' 1 /
*\ .. .......................... \ \; ...:.'.'. •'.'.:.' '.'.'.:.'.'.'.'.':.':. 1 J 1 '' I ` I?
3
1 ;0
IMPACT SUMMARY TABULATION

RB IN WISN SISN
NWP ZONE 1 ZONE 2
ID NO.
SF
SF SF EF
100 39 - 60 758 -
101 39 - 763 - -
102 12 1,610 1,196 787 23
103 12 - 567 1,051 -
104 39 - - 13,736 -
105 39 - - 283 -
105 39 - 104 1,433 -
107 12 77 202 - -
TOTAL 1,687 2892 14018 23

i

EL 1w Mt Y-MFM !
\
? I

/42?

)POSED; 8'?S"x25' ?

?TEGt 511:• ` ? ,
I
'ERsp*: LOW
)F? a4RCN ;

? EX .C9427
TG: 533.24
INV-OUT:
32$;19

'?;°•?• ",'
' :4• ds,
P ,

i IIWG 8" AT&
XI
fl ? S
I E
I:

TC: 33.33' Ld.
INV IN: 328.68
INV IN: 328.68 yCO
I
INV OUT: 328.68 e

429 I
co j
I
It
C? II
1
31 111 If
I It to
II
it 5R
II
I
I I 11

I
If
I
_ II _
F
1
II I
111
I I "? -?._
11
I I
II
II I
II
??
I I

RBIN 000 LEGEND
RIPARIAN BUFFER IMPACT NUMBER
SISN 000 STREAM IMPACT SITE NUMBER
WISN 000 WETLAND IMPACT SITE NUMBER
BUFFER IMPACTS: ZONE 1
BUFFER IMPACTS: ZONE 2
WETLAND IMPACTS
STREAM IMPACTS
i
6F`6 t1 /i
?k91 r;
NORM
GRAPHIC SCALE
0 25 50 100
1
(IN FEET )
1 inch = 50 ft.
RICE &
ASSOCIATES
CIVIL
ENGINEERING,
PLANNING
&SURVONG
978 Trinity Road
Raleigh, North Carolina 27607
Vam. 919.854.0811
fmc: 919.854.0812
genmail@ricemodates.,W
JUNE 71 2004
ARCH #1- PLAN
IE.1.0

345
340
335
330
325
320
315
310
305
DATUM ELEV
300.00
O >
a =

Z?
° ?? t
m
v?
< + _
1

N
A

V) w V)
El'
J

?
x P
A
? NN
?O n
mMM /
•N
).Oi K7
+MM N
+aj M1r
N ?
`?
..
N r
M 0
?zz &zz ........ / DEPTH
NEUSE RIVER FFER r--
O

A N
± < N
O
O
C14 C14

'•.f r
r
04 ?

a U]
CONNECT TO . 0 o°?
000 aF
EXISTING WATER E `
1 R P
P F v .?
?
R
---------- -
r -----
4! MIN
DEPTH
18" NIN.
? LEN: 22.83
SLOPE: 1.019.
?. 8" DIA RCP

2
r 12.4' OF SEPARATION
l PROVIDE FROM FINISH
GRADE T TOP OF
STRUCTU E a
r
y

8'-5" x 25' CONTECH 2
STEEL S PERSPAN co
LOW PR FILE ARCH N 1
' PROPOSE D 8'-5" x 25' C NTECH STEEL HORIZON 50
AL1'=
SUPERS AN LOW PROFILE ARCH
VERTI
' 1'=5
(MODEL 9OA18)

-
----------
--- - PROPOS D 6' WIDE x 1.5' DEEP
CONCRE E FOOTING FORT E

1
1 ENTIRE L ENGTH OF THE S RAN
136' -
STA.:11 +85.60
ELEV.: 303.93
p fD
u 0) M
U-) M
_
M N

n n
O
46 0?

?

04

N

o
M

p M
n
M
d'
M M
M M
M M M ? M M M M M M M ?
N
M
9+00 10+00
11+00
12+00
13+00
14+00
15+00
345
340
_....__
335 .... __....
330
325
320
I
315
RICE &
,310 ASSOCIATES
CIVIL.
ENGINEERING,
305 PLANNING
& SURVEYING
978 Tfinify Road
Raleigh, North Carolina 27607
Vam. 919.854.0811
300 Fm 919.854.0812
genmail@rimssodates.W
JUNE 1, 2004
ARCH #1- PROFILE
E.l.1
,
.42- `s
IMPACT SUMMARY TABULATION
RB IN WISN SISN
NWP ZONE 1 ZONE 2
ID NO.
SF
8F SF LF
100 39 - 60 758 -
101 39 - 763 - -
102 12 1,610 1,196 787 23
103 12 - 567 1,051 -
104 39 - - 13,736 -
105 39 - - 283 -
106 39 - 104 1,433 -
107 12 77 202 - -
TOTAL 1,687 9892 14048 2J
RBIN 000 RIPARIAN BUFFER IMPACT NUMBER
SISN 000 STREAM IMPACT SITE NUMBER
WISN 000 WETLAND IMPACT SITE NUMBER
BUFFER IMPACTS: ZONE 1
BUFFER IMPACTS: ZONE 2
WETLAND IMPACTS
STREAM IMPACTS
U

NORTH
GRAPHIC SCALE
0 25 50 100
(IN FEET )
1 inch = 50 ft.
RICE &
ASSOCIATES
CIVI L
ENGINEERING,
PLANNING
&SURVEYING
978 Trinity Road
Raleigh, North Carolina 27607
Vain. 919.854.0811
Fm 919.854.0812
[e-mail]
JUNE 7, 2004
ARCH #2 - PLAN
IE.2.0
340
335
330
325
320
315
310
305
30C
K • 10.00
321
30•
. ---
2 a LOW POINT ¦ 316.46

R
R\ 1
?
•04
LOW POINT
A 19+6504
R o PM STA 19+0204

04 n
- PN EW F • 31106

^
ao o
' A.O.
K 13.5120
19.4221
R z I
-
VC
N
L p

9
N M ,p p
f
Z
/ 4
MI
DEPTH N W _ n F
r N W
mn M
W n
^ ?p
ry +O ~
??JJ a CV
.-M •? Z

?
-UO o
>
V
to Nr z

o
r
o a

W
s
No

I
X a :0-
Q
100 pf
V)
04
M

N

' O +OMh
N
' n p; D -MZM
O
W

M
+N
.-M
F
•7
O

U
<U>>
?ZZ «
I J
INW
r
u QU
v)? >

_
Z NEU
RIVER BUFFER
b
M
M
mnl7
R
R
.Y'
A L'
10Ae M
+ - U ]O L---
j

o
d L) V)
??
a
q
? r
N
o
c
N

-- ---
---------
- - - - - - - - - -
------
--`•-
R- N
r ?
LEN
22 F 6.
PR OF SEPARATION
OVIDED FROM
4
6
SLOPE: 2.01 Y. ?R>

2 1

1 T OF STRUCTURE DEPTH
1 r
1
______ __________ ________
P LEN: 22.
SLOPE: 1.0 X
P a Q
' x 2
8 5' CONTECH 2
S
L SU RSPAN oo r
HORIZONIT _
1,-50'
0
PROFI E ARCH I 1
L vy EXISTING VEFMCA
1'=5'
L
GRADE r
r ...... ............. .. STA.: 19+11.53
ELEV.: 302.84

, PRO POSED 8'-5" x 5' CONTECH STEE L PROPOSED 6' WI C E x 1
5 DEEP
110 SU ERSPAN LOW PRO FILE ARCH
CONCRETE FOOTIN .
G FOR THE
(M DEL # 90A18) ENTIRE LENGTH F THE SPAN
O ?, m I? rn t M of m
in m
61 a
0 Z
K)
S
O n a N O N
8
rl
r7 ' 00
M ' r "
r7 z n
n ' M
n M r
N ' t r)
O n
O to
.. 0
N
?
N
? N
M M n on M M M M M n ^ r'1 M M1
15+00 16+00 17+00
18+00
19+00
20+00
21+00
340
335
330
325
320
315
I &a
RICE &
310 ASSOCIATES
CIVI L
ENGINEERING,
305 PLANNING
& SURVEYING
978 Trimly Road
Raleigh, North Carolina 27607
VoicL- 919.854.0811
300 Fm 919.854.0812
genmail@daassoaaWi.W
JUNE 1, 2004
ARCH #2 - PROFILE
IE.2.1

: V
7
f
SISN :102 Ilk*
NWP#12 '
TEMPORARY IMPACT f r
LENGTH = .23'
Oi
. R81N :102.
NWP/12 , 1 ,
PER1rf/WENT IMPACT '
8 ZONE 1 r 1,510 SIF
4 ` ZONE: 2 11196 SF
(46) ev , ?-- z z-;;; z:-:. -- - \ ,
?? / ss \
46.

??,? ?? •?"' ? .??, ..'?\ 4i ? ? ?P?? _ I I (491 \ \ ?
(48) I I P? \ ss
WISN 103
/ NWP/12 ??o \ ss \
TEMPORARY IMPACT I I
v / \
' AREA = 1,051 SF \
r
• REIN 10
a. 3 \ \?
-777
?. ,' .. • • • • , ? •?, ?. ' ?; `• PERMANENT IMPACT
. . ZONE' 2 = 576 SF I •+
-T- *I%R*W2
?N.WP#12• . . .:?-?-- _ - ?I , _ _$Q, r
w TEMPORINIPACT
F -AREA 787 SF >\? i• ?i / \ ?? ?Pe ei FV$iC a" a a?
r? wo o \, 4 S4 71./16 $3\' _ ` UFFFR 0 / m ry/ ' °? /
y rye; ry ` ??
% t)0 `` ?;; 5 USE
4 NWPO,39 psm RI . B!JF1= \ CON pf 1 \ \ `?? ?2
TEMPORARY IMPACT. fgRVAnON \ \ / / ,yr
AREA = 758 SF %' \ ,? ' _, MST 4,
lot
j. -... ' '' , .. _-4 44,0. y I
, , .... ,° 5y N °
IMPACT SUMMARY TABULATION
RB IN WISN SISN
NWT ZONE 1 ZONE 2
ID NO.
SF
SF LF
100 39 - 60 758 -
101 39 - 763 - -
102 12 1,610 1,196 787 23
103 12 - 567 1,051 -
104 39 - - 13,736 -
105 39 - - 283 -
106 39 - 104 1,433 -
107 12 77 202 - -
TOTAL 1,687 Z892 1,90,0 2J

REIN 000 RIPARIAN BUFFER IMPACT NUMBER
SISN 000 STREAM IMPACT SITE NUMBER
WISN 000 WETLAND IMPACT SITE NUMBER
BUFFER IMPACTS: ZONE 1
BUFFER IMPACTS: ZONE 2
WETLAND IMPACTS
STREAM IMPACTS
r"
GRAPHIC SCALE
25 50 100
-1
( IN FEET )
1 Inch = 50 ft.
1
RICE &
ASSOCIATES
CIVI L
ENGINEERING,
PLANNING
& SURVEYING
978 Trinity Road
Raleigh, North Carolina 27607
Vdm. 919.854.0811
FmL 919.854.0812
geamail@dmossodotes.W
JUNE 7, 2004
SEWER OUTFALL
IE.3.0
>w f #:
Ad-
z ?.
. •
,
•
I
O•
6 W?` o
• o
•
cs?
W
, N
. CB •• . C2
t1 /11
•
r
WISN ??
SAN PACT ,.
, a AREA ??13 iss SF
P
,
l .
14 ZONE '2
PROPOSED' 4?-? Y ? ; - r ? ' • ?
1441. 7?? CONTEf?•l ? • ' !?/' Or>IE t?'' ? ? ? , ' . ?? ?. , • , . .
AIM SERVA110N
WERSID
AN -
PSH
r
PROFlEE:: MENT -
W w
1001,
•
.?. • / ?r`
F y
............. RICE
i?' ?' • , ' : ?,.,,. ?. ;. . - ASSOCIATES
.
SE
r
.. CIVI L
IMPACT SUMMARY TABULATION ENGINEERING,

RB IN WISN SISN
NWP ZONE 1 ZONE 2
ID NO. SF SF SF LF
100 39 - 60 758 -
101 39 - 763 - -
102 12 1,610 1,196 787 23
103 12 - 567 1,051 -
104 39 - - 13,736 -
105 39 - - 283 -
106 39 - 104 1,433 -
107 12 77 202 - -
TOTAL 447 2891 14048 21
LEGEND PLANNING
RBIN 000 RIPARIAN BUFFER IMPACT NUMBER & SURVEYING
SISN 000 STREAM IMPACT SITE NUMBER 918 Trinlry Rood
RaWgh, North faRiina 27607
WISN 000 WETLAND IMPACT SITE NUMBER VoiD; 919.854.0811
0 BUFFER IMPACTS: ZONE 1 GRAPHIC SCALE Fml: 919.854.0812
o zs so ,oo genmai1@riceosssodalesM
MR= BUFFER IMPACTS: ZONE 2
( IN FEET )
WETLAND IMPACTS 1 inch = 50 ft. JUNE 11 2004
ftftftwooo STREAM IMPACTS LOT GRADING
IE.4.0
WETLANDS 1401 GROUP
&a JUL 0 6 2004
RICE & WATER (QUALITY SECTION
ASSOCIATES
July 1, 2004
Mr. John Dorney (copy e-mail - original mailed)
Division of Water Quality
Wetlands/401 Unit
2321 Crabtree Blvd.
Raleigh, North Carolina 27604-2260
Re: Old Mill Stream Phase 5
Richland Creek
Wake Forest, Wake County, North Carolina
DWQ Project #04-0917
Dear Mr. Dorney:
Rice & Associates received a "Request for More Information" letter from the Division of Water
Quality (DWQ) dated June 21, 2004, for the above referenced project, copy attached. This
letter requested correspondence from the U.S. Army Corps of Engineers (USACE) confirming
acceptance of green space donations to the Town of Wake Forest in lieu of mitigation of
stream impacts.
This request was forwarded to Jennifer Burdette with the USACE and shall be provided to
DWQ once Ms. Burdette has completed the letter. This response is being provided within the
three (3) week time frame requested by DWQ.
Very tr. ly yours,
Rice & Associates
(,/?i 49_?
Cameron M. Rice, P.E.
cc: Steve Gould, Gould Construction
Jennifer Burdette, USACE
Steve Mitchell, DWQ

978 Trinity Road • Raleigh, North Carolina 27607 • Voice 919.854.0811 • Fax [phone] • Email: [e-mail]
JUN-21-2004 14:30 FROM: M-WETLANDS 9197336893
`o?oF wArF9aG
f3 'C
03-031 TO : 98540812 P-112
Michael F. Easley, Governor
William G_ Ross Jr., Secretary
North Carolina Department of Environment and Natural Resource$
June 21, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mill Creek Partners
833 Wake Forest Business Park, Suite A
Wake Forest, NC 27587
Subject Property. Olde Mill Stream, Phase V
Richland Creek
REQUEST FOR MORE INFORMATION
Alan W. Klimek, P. E. Director
Divislon of Water Quality
Coleen H. Sullins, Deputy Dhector
Division of Water Quality
DWQ Project # 04-0917
Wake County
Page 1 of 2
On Tune 7, 2004, the Division of Water Quality (DWQ) received your application dated June 7,
2004 to impact 23 feet of streams to construct the proposed single family subdivision in the
Town of Wake Forest. The DWQ has determined that your application was incomplete and/or
provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on
the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and
will place this project on hold as incomplete until we receive this additional information. Please
provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Mitigation
DWQ need correspondence for US Army Corps of Engineers confirming acceptance of
green space donations to Town of Wake Forest in lieu of mitigation (270' of previous
stream impacts).
Please respond within three weeks, of the date of this letter by sending this information to we in
writing and Steve Mitchell of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
N. C. Dhftlan of Water Quality, 401 Wetlands Certification Unit,
IBM Matl Service center, Raleigh, NC 2 ft9-1= (Maipng Address)
2321 Crabtree Blvd.. Raleigh, NC 27604-2260 (Location)
(919) 7331786 (phone), 919.733.5893 (tax), (htto!Uh2o.enr.state.ne.us ogiygtl uft
Customer Service #: 1-877.823.674$
JUN-21-2004 14:31 FROM:DWQ-WETLANDS 9197336893 TO:98540812 P:2/2
Applicant:
Page 2 of 2
Date:
are not authorized (at this tim) by the DWQ. Please call Ms. Cyndi K,aroly or Mr. John Dorney
at 919-733-1786 if you have any questions regarding or would hkc to set up a meeting to discuss
this matter.
Sincerely,
ar,,4U?
John Domey,
DWQ, Wetlands 1401 Unit
.. _ .... JRD/bs
cc: Steve Mitchell, DWQ Raleigh Regional Office
USACA Raleigh Regulatory Field Office
File Copy
Central Mks
Mice & Associates, 978 Trinity Road, Raleigh, NC 27607 (fax [phone])
Fllenan)6? 040917 0.1de Dill Stt = Phase 5 (Wake) onhold
F9
pG
7
r
'-I
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 21, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mill Creek Partners
833 Wake Forest Business Park, Suite A
Wake Forest, NC 27587
Subject Property: Olde Mill Stream, Phase V
Richland Creek
REQUEST FOR MORE INFORMATION
DWQ Project # 04-0917
Wake County
Page 1 of 2
On June 7, 2004, the Division of Water Quality (DWQ) received your application dated June 7,
2004 to impact 23 feet of streams to construct the proposed`'single family subdivision in the
Town of Wake Forest. The DWQ has determined that your application was incomplete and/or
provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on
the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and
will place this project on hold as incomplete until we receive this additional information. Please
provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Mitigation
DWQ need correspondence for US Army Corps of Engineers confirming acceptance of
green space donations to Town of Wake Forest in lieu of mitigation (270' of previous
stream impacts).
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Steve Mitchell of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Applicant:
Page 2 of 2
Date:
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. John Durney
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
/-71, John Dorney,
DWQ, Wetlands / 401 Unit
JRD/bs
cc: Steve Mitchell, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Rice & Associates, 978 Trinity Road, Raleigh, NC 27607 (fax [phone])
Filename`. 040917 Olde Mill Stream Phase 5 (Wake) onhold

OdDC? [?l?dd ?4G3C?L^QG?] pC?]L^Q?C? g
ul6lpza@,? R?MUMTT93
r
930Z@M? [MModW @UMF2)DW0@D@K ° MLaMN G?OG3C??49 Gv10G24M @9M@RAKll
DEVELOPMENT
ps t
h
S.R. 1.3f , Npq?ry 3? Ns'. S
WALL ROAD 4??N S O
0?o TRffT uw
Cpl Q WAKE FOREST r,.
k 81Vp f?T
((1 S l1J
N? t
0 a
C)
z
CAPITAL BOULEVARD
[cD
VICINITY MAP
NOT TO SCALE
Dn° %w0a@ d0@4
OQ.@.@
0@.®.9
OQ.9.@
0194.9
E.&@
OQ.M
um.@
BRA.@
01M.@
0@4.@
IMPACT SUMMARY TABULATION
@@w9w @m9v
NEW WORK
RM00 e9 - P6Qq
AMOD ®8 - p6Qq
MW as - pIRO?lOU9
QILS17f1gm @P U Ia&&
WT fflapam
WVIRAJL?Jt?IlJll U 17W \rJIIWVr LR
• NOTE: OUT OF THE 22,860 SF OF IMPACTS TO WETLANDS
ONLY 20,313 SF (0.466 AC) IS PERMANENT
RB IN W1SN SISN . TEMP.
NWP ZONE 1 ZONE 2
ID NO. SF SF LF
100 39 - 60 365 - YES
101 39 - 763 425 - NO
102 12 1,610 1,196 787 23 YES
103 12 - 567 1,051 - YES
104 39 - - 11,634 - NO
105 39 - - 283 - NO
106 39 - 104 1,308 - YES
107 39 77 202 7,971 - NO
TOTAL 1,687 Z02 22860• 2J N/A
LEGEND
REIN 000 RIPARIAN BUFFER IMPACT NUMBER
SISN 000 STREAM IMPACT SITE NUMBER
WISN 000 WETLAND IMPACT SITE NUMBER
TEMP. TEMPORARY WETLAND IMPACT
BUFFER IMPACTS: ZONE 1
BUFFER IMPACTS: ZONE 2
® PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
\/ STREAM IMPACTS
RICE &
ASSOCIATES
CIVIL
ENGINEERING,
PLANNING
& SURVEYING
978 Trinity Road
RalWgh, North Carotm 27607
Voia:919.854.0811
FcDL 919.854.0812
smr@dcoo waalmnot
JULY 16, 2004
COVER SHEET
1E.0.0

JULY 16, 2004
- CIVIL
ENGINEERING,
'4 PLANNING
® d 8?3 & SUR EYE G
1:: !\ l4 O ss 978 Unity Road
.:. ?• O , burgh, North famho 21601
39
Valet 919.854.0811
AUWJ : RICE &
ptACE ?;?`? A`. `•,? = Fm 919.854.0812
ASSOCIATES smr@rimossodat sm
JULY 16, 2004
..
SHEET INDEX
SHEET NO. E01
f ?
M.
.. .. E ......E .. ? ? .\\.
HE ,
V a7 ? ? yt ? fi fir,
`??• .,.. J .4J ? ? ? 142
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e
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J
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a
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i
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'.'::.'.'.':.. I!'. " E a
''':'' :.'.'::.':.:::::::::: t
... :THE'.... ':.. :
EREBY DEDI? '?O
yF + ::::::::::::::::. .:::::
_.
\ \ :: ::::: :::.: . ::::::.:::::::::::: TOWN OF WAKE I MW.:::::::.':::::::::.::::::::
\ raj . ?(' ? r: + ::::::::::::::::::::'::::::::::::::::::::: .:?
GRAPHIC SCALE
gyn..
S \ ,..\\ + ;; ?, \.. ;:::::.'::.'.':.'::::. IN FEET )
\ \? ss ?? C, ' ' 1or°" \\ :.:'.`:? \ t inch = 100 ft.
::: ..
.'..'..'.'..:.: f?}...... .............. i ......... ?:.'..'.':.'.'.'.'.' ' , ............. I
32
-;
IMPACT SUMMARY TABULATION
RB IN WISN SISN TEMP.
NWP { ZONE 1 ZONE 2
ID NO. SF SF SF LF
100 39 - 60 365 - YES
101 39 - 763 425 - NO
102 12 1,610 1,196 787 23 YES
103 12 - 567 1,051 - YES
104 39 - - 11,634 - NO
105 39 - - 283 - NO
106 39 - 104 1,308 - YES
107 39 77 202 7,971 - NO
TOTAL 1,687 289? 22860' 2J N/A
• NOTE: OUT OF THE 22,860 SF OF IMPACTS To WETLANDS
ONLY 10,313 SF (0.466 AC) IS PERMANENT

1 I

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INV IN: •328.68 l y4
I ?N if
I
?'. INV WT: 328.68
8 J If
I
4
EX. LS 429 n
f II (7
I
r
2,}p INV: 326.31 I II ? I
326.25 I I #I x it
/
44
1 --
/
, 11
II

? II
?-? ?? I Ih FII
?
_? ?
I ill III
LEGEND
RBIN 000 RIPARIAN BUFFER IMPACT NUMBER
SISN 000 STREAM IMPACT SITE NUMBER
WISN 000 WETLAND IMPACT SITE NUMBER
TEMP. TEMPORARY WETLAND IMPACT
BUFFER IMPACTS: ZONE 1
BUFFER IMPACTS: ZONE 2
® PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
STREAM IMPACTS
0
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
Ili
I &A
RICE &
ASSOCIATES
CIVIL
ENGINEERING,
PLANNING
&SURVONG
918 Trinity Road
Raleigh, Nodh Comliaa 21601
Voim::919.854.0811
I'm 919.854.0811
smr@Omazodatesllet
JULY 16, 2004
ARCH #1- PLAN
IE.1.0
345
340
335
330
325
320
315
31C
30`
DATUM ELEV
300.00
0

W `
N
Zm A A

`
o
m +o

. R O
rc
U
ao
? ^ P
< Y

V) w
• 6
i
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NON
+C..
r
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c6»
O
? j ....... DEPTH
NEUSE RIVER B FFER ?
?
o
a R ??

13 N
+ a
+ h
o
NN
ern

R
•.f F

N 1- +Nh-

?
V
o
CONNECT TO ? E
EXISTING WATERLI NE
y?P
F F V ?

4' WN
DEPTH
1 1e' uIN.
P LEN: 22.83
SLOPE: 1.01X
?. 15" DIA RCP

2

r
12.4' OF P
SEPARATION Q'
1 PROVIDE FROM FINISH r.
L. GRADE T TOP OF
STRUCTU RE
----- ----------- -

8'-5" x 25' CONTECH 2
STEEL 5 PERSPAN co
LOW PR FILE ARCH 1
LE
PROPOS D 8'-5" x 25' C NTECH STEEL HORQO . 1'=50'
rc : SUPERS AN LOW PROFILE ARCH
(MODEL 90A18) VERn =5?
PROPOS D 6' WIDE x 1
5' DEEP
.
CONCRE E FOOTING FOR E
ENTIRE L ENGTH OF THE S RAN
136'
STA.: 11+85.60
ELEV.: 303.93
n to rn n r? n
0 r ? m ? ro ro 0 0
in
in Q Ul
t !
r O
46 rn • ' N f N O

M M .
fl a
'7 M M
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7 M
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9+00
10+00
11+00
12+00
13+00
14+00
15+00
345
340
335
330
325
320
315
lim a
RICE &
310 ASSOCIATES
CIVI L.
ENGINEERING,
305 PLANNING
& SURVONG
978 Trinity Rood
Raleigh, North (amlioa 27607
Vaar~ 919.854.0811
300 FmL 919.854.0812
smr@rimsso ialmW
JULY 16, 2004
ARCH #1- PROFILE
IE.1.1
? . .?.. .1, ..{'
133 ?? ??\... .
FES
42?
sr1
IMPACT SUMMARY TABULATION
RB IN WISN SISN TEMP.
NWP ZONE 1 ZONE 2
ID NO. SF SF
100 39 - 60 365 - YES
101 39 - 763 425 - NO
102 12 1,610 1.196 787 23 YES
103 12 - 567 1,051 - YES
1O4 39 - - 11.634 - NO
105 39 - - 283 - NO
106 39 - 104 1,308 - YES
107 39 77 202 7.971 - NO
TOTAL 1,687 2891 12zmv* 1J N/A
• NOTE: OUT OF THE 22,880 SF OF IMPACTS TO WETLANDS
ONLY 20.313 SF (0.466 AC) IS PERMANENT

. Lk\?
SEE EXHIBIT IE.4.0 FOR LOT
GRADING IMPACTS TO
WETLANDS
LEGEND
RBIN 000 RIPARIAN BUFFER IMPACT NUMBER
SISN 000 STREAM IMPACT SITE NUMBER
WISN 000 WETLAND IMPACT SITE NUMBER
TEMP. TEMPORARY WETLAND IMPACT
BUFFER IMPACTS: ZONE 1
BUFFER IMPACTS: ZONE 2
® PERMANENT WETLAND IMPACTS
!-7777i TEMPORARY WETLAND IMPACTS
ftftft/ STREAM IMPACTS
NORTH
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
RICE &
ASSOCIATES
CIVIL
ENGINEERING,
PLANNING
& SURVEYING
978 Trinity Rood
Raleigh, North Carohm 27607
Voice. 919.854.0811
Fm 919.854.0812
smr@dmssodate W
JULY 16, 2004
ARCH #2 - PLAN
IE.2.0
340
335
330
325
320
315
31C
30`.
30(
K m M00
'
321.30
a m LAW PONT - 316.40
B RJ o

00 C4
LOW PORT
A 14+65114
R PN STA 16+0204
n PN ELVF • 313.06
L 04

M
o
AA.
13.5121
QO i K? 19.4221

R
~ I

. VC i
N
? +
M
?
3
Z
MIN

DEPTH aw
J
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RIVER BUFFER
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1
a
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0
N

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Q
4
1
11 N /Q
< ` qT R
LEN: 22.83
F 6.
PR OF SEPARATION
VDED FROM
4
l
E
SLOPE: 2.01Y Etbl ISH GRADE TO aw
L"m M, T OF STRUCTURE DEPTH
2 1 1
<
1
? ,
--------- ---------- -------- ?--
=---- --------- -
C P LEN: 22.
SLOPE: 1.0 7.
A ?P
8'-5" x 2 ' CONTECH 2
STEEL SU RSPAN w HORQONT . 18-
LOW PROFI E ARCH 1
EXISTING < VEFM " 1'=W
GRADE
f STA.: 19+11.53

- - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - ELEV.: 302.84
PRO POSED 8'-5" x 5' CONTECH STEE L PROPOSED 6' WE E x 1.5' DEEP
110' SU ERSPAN LOW PR OFILE ARCH CONCRETE FOOTI NG FOR THE
(M DEL N 9OA18) ENTIRE LENGTH F THE SPAN
i
o
rn
M
w
r?
rn
rn
?
all
? M
o
-:
A o
n 47 • I? N

11 M f\ O
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6
N
r
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? ) rl)
M M
? rl
M N
M M i'7 M n „ M7 M M
15+00
16+00
17+00
18+00
19+00
20+00
21+00
340
335
330
325
320 1,1
315
I &a
RICE &
310 ASSOCIATES
CIVIL
ENGINEERING,
305 PLANNING
& SURVEYING
978 Trin4 Road
Raleigh, North Combo 27607
Yoia: 919.854.0811
300 FwL 919.854.0812
smr@rioamdd"
JULY 16, 2004
ARCH #2 - PROFILE
IE.2.1
(47)
\
(46) 1. STRIP TOPSOIL FROM TEMPORARY IMPACT AREA
AND PLACE ASIDE.
A ,'-?. :,`•. ?- `? / 2. CONSTRUCT SEWER, (50)
4w 3, BRING TEMPORARY IMPACT AREA BACK TO
-+ 1•
PRECONSTRUCTION GRADES.
a 1? r ?t, N r\ 7 r? 4, SPREAD CONSERVED TOPSOIL BACK OVER IMPACT ss \
\ 2qi, ` F (/s AREA AND SEED WITH WETLAND ADAPTIVE GRASS.
I: 1 ,,
\ - \ I I (49) \ \
v aooQ \ \ \ ?,
WISN 103
\ V., NWP#12 F? \ ss \
$ISN 102 / ?. ` TEMPORARY IMPACT I I / \
NWP 12 / AREA = 1,051 SF \ \ \
TEMPORARY IM AC
LENGTH 23,
RBIN 103 \
RBIN10? PERMANENT IMPACT
;PERMANENT IMOAOT ZONE.1 - 576 SF ?s
-*'.ONE 1 1,611) 1 - ..
ZONE-. 2 ? 1,196 SF 1 „.r . . . . .
1,39.0
W15K 1.02 / I -
,;: ?? ?? TEMPOR IMPACT ?' RIP O;NF?i? "?
-AREA - 787 SF yp
-,--: _IV g? F z ,a o
. ` -- os'w 111.83 FR \ / ?y °?'"?A
w15rI'IOt N 1e Sp' FUSE
NWP39 / 1 r .. ..... ., ION
4 PERMANENT. IMPACT RIP BUFF .?` CON E 1
= PSH . . a • _ A
AREA 425 $F. fi to
, .. . . . . aTON
WISN `100 2
w .TEMPORARY; IMPACT ?. . . . \
O., `AREA 363 SF w I • ,? _ . .. \ _. -.
' • , ' ,' . , -'?: 7?; . :-a-- by
.. ........I ... , ..... ??.? ... ,?
41* '7
. .....
.?i .... . . . . . . . . . . , . . .?j`?
41
n X
1. STRIP TOPSOIL FROM TEMPORARY IMPACT AREA IMPACT SUMMARY TABULATION
AND PLACE ASIDE ON LOT 4,
2. CONSTRUCT TEMPORARY SEDIMENT BASIN.
3. ONCE SITE IS STABILIZED REMOVE SEDIMENT BASIN,
BRING TEMPORARY IMPACT AREA BACK TO
PRECONSTRUCTION GRADES.
4. SPREAD CONSERVED TOPSOIL BACK OVER IMPACT
AREA AND SEED WITH WETLAND ADAPTIVE GRASS.
RB IN WISN SISN TEMP.
NWP ZONE 1 ZONE 2
ID NO. SF SF SF LF
100 39 - 60 365 - YES
101 39 - 763 425 - NO
102 12 1,610 1,196 787 23 YES
103 12 - 567 1,051 - YES
104 39 - - 11,634 - NO
105 39 - - 283 - NO
106 39 - 104 1,308 - YES
107 39 77 202 7,971 - NO
TOTAL 1,687 2892 2Z8W* 2J N/A
• NOTE OUT OF THE 22,860 SF OF IMPACTS TO WETLANDS
ONLY 20,313 SF (0,466 AC) IS PERMANENT
LEGEND
RBIN 000 RIPARIAN BUFFER IMPACT NUMBER
SISN 000 STREAM IMPACT SITE NUMBER
WISN 000 WETLAND IMPACT SITE NUMBER
TEMP. TEMPORARY WETLAND IMPACT
BUFFER IMPACTS: ZONE 1
BUFFER IMPACTS: ZONE 2
® PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
STREAM IMPACTS

4
l_

GRAPHIC SCALE
o2P 5.0 10o
( IN FEET )
1 inch = 50 ft.
RICE &
ASSOCIATES
CIVIL
ENGINEERING,
PLANNING
& SURVEYING
978 Tdn4 Road
Raleigh, North (Edina 27607
Vae. 919.854.0811
FwL 919.854.0812
smr@fimaSSOQO"
JULY 16, 2004
SEWER OUTFALL
IE.3.0
`V
t f 'W ?
Z
Q p' W.
0
v3 H • ?,? W °
R I .
SDMH
':PERMANENT IMPACT
V, 2
CONTECH• SUPERSPAN
,"LOW ARti
(SEE 1E'2 0 EZ t}QR :;
iMPAC1S.-0N1E SPAtN q0
1•
f r
r
- ' ` •? .:'9.: ?°. ;AREA =::11,634 SF ?,d •
fl
----------
_ ,W W• ?
co
e
log
`
N
•
?.
wo.
sop w
.•` ZONE
-EASEMEiNT
/ / W w
v,y
?., •
W W. -
50
IMPACT SUMMARY TABULATION
RB IN WISN SISN TEMP.
NWP ZONE 1 ZONE 2
ID NO. SF SF
100 39 - 60 365 - YES
101 39 - 763 425 - NO
102 12 1,610 1,196 787 23 YES
103 12 - 567 1,051 - YES
104 39 - - 11,634 - NO
105 39 - - 283 - NO
106 39 - 104 1,308 - YES
107 39 77 202 7,971 - NO
TOTAL 1,687 1,89? 22,860r U N/A
• NOTE. OUT OF THE 22,860 SF OF IMPACTS TO WETLANDS
ONLY 20,313 SF (0.466 AC) IS PERMANENT
LEGEND
RBIN 000 RIPARIAN BUFFER IMPACT NUMBER
SISN 000 STREAM IMPACT SITE NUMBER
WSN 000 WETLAND IMPACT SITE NUMBER
TEMP. TEMPORARY WETLAND IMPACT
0 BUFFER IMPACTS: ZONE 1
BUFFER IMPACTS: ZONE 2
® PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
STREAM IMPACTS
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
I&A
RICE &
ASSOCIATES
CIVIL
ENGINEERING,
PLANNING
&SURVONG
978Tdn4 Road
Raleigh, North faidma 27607
Vo1m 919.854.0811
fmr: 919.854.0812
smr@dwmd&&W
JULY 16, 2004
LOT GRADING
IE.4.0
I&A
RICE &
ASSOCIATES
IMPACT SUMMARY TABULATION
RBIN WISN SISN TEMP.
NWP / ZONE 1 ZONE 2
10 NO.
SF
SF LF
100 39 - 60 365 - YES
101 39 - 763 425 - NO
102 12 1,610 1,196 787 23 YES
103 12 - 567 1,051 - YES
104 39 - - 11,634 - NO
105 39 - - 283 - NO
106 39 - 104 1,308 - YES
107 39 77 202 7,971 - NO
TOTAL 1,687 ?,492 22860- ?J N/A
• NOTE OUT OF THE 22,860 SF OF IMPACTS TO WEIUWDS
ONLY 20,313 SF (0.466 AC) IS PERMANENT
LEGEND
RBIN 000 RIPARIAN BUFFER IMPACT NUMBER
SISN 000 STREAM IMPACT SITE NUMBER
WISN 000 WETLAND IMPACT SITE NUMBER
TEMP. TEMPORARY WETLAND IMPACT
BUFFER IMPACTS: ZONE 1
BUFFER IMPACTS: ZONE 2
® PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
STREAM IMPACTS
O
GRAPHIC SCALE
0 25 50 100
immi
( IN FEET )
1 inch = 50 ft.
CIVI L
ENGINEERING,
PUNNING
&SURVONG
978 Trinity Rood
Raleigh, Noah Carolina 27607
Voim 919.854.0811
fml: 919.854.0812
smr@rioeassodalmnet
JULY 16, 2004
LOT# 39
IE.5.0

...,,...? .... ...........yam
...... -ip
7
- ---------- ----
may.....--...
r
N32'2910'E'••16
N2801'45'E 112.03'
N/F
-------------- RICHLAND HILLS ASSO(9ATEa CLC
D8 0897§rP? 0571
184204-61-1786
ZONED: R-5, USE: VACANT
?r?` ? ?? ZDNE 2
?`?.r__.
N/F
:.
LrAnny PRtlPFRTIFS`1.TI1. PARTNFRSHIP
IMPACT SUMMARY TABULATION
RB IN WISN SISN TEMP.
NWP III ZONE 1 ZONE 2
ID NO. SF SF
100 39 - 60 365 - YES
101 39 - 763 425 - NO
102 12 1,610 11196 787 23 YES
103 12 - 567 1,051 - YES
104 39 - - 11,634 - NO
105 39 - - 283 - NO
106 39 - 104 1,308 - YES
107 39 77 202 7,971 - NO
TOTAL 1,61!7 2892 2Z86(1* 2J N/A
• NOTE: OUT OF THE 22,860 SF OF IMPACTS TO WETLANDS
ONLY 20,313 SF (0.466 AC) IS PERMANENT
1
N
a
/ STRIP TOPSOIL .FROW TEMPORARY IMPACT AREA
AND PLACE ASIDE. ON. LOT 27.
2, CONSTRUCT. TEMPORARY SEDIMENT BASIN.
/ 3, ONCE SITE IS 'STABILIZED REMOVE SEDIMENT BASIN,
BRING'TEMPORARY. IMPACT
/ 'RRECONSTRUCTION,GRADES .AREA BACK TO
1. / , • '4, SPREAD CONSERVED TOPSOIL BACK OVER IMPACT
• . .:AREA AND: SEED WITH WETLAND ADAPTIVE GRASS.
WISN 106.
f NWR/39' .' .' ,
TEMPORARY IMPACT
AREA'=. 1,3W.SF •
REIN 107 '
-.PERMANEMf -IMPACT
NE- f -'77'SF'
ZO
ZONE-2 ='202 SF . ' .
- / / ss
/ SS
5 9q 39 0d
.777

LEGEND
RBIN 000 RIPARIAN BUFFER IMPACT NUMBER
SISN 000 STREAM IMPACT SITE NUMBER
WISN 000 WETLAND IMPACT SITE NUMBER
TEMP. TEMPORARY WETLAND IMPACT
BUFFER IMPACTS: ZONE 1
BUFFER IMPACTS: ZONE 2
® PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
STREAM IMPACTS
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 lt.
RICE &
ASSOCIATES
CIVIL
ENGINEERING,
PLANNING
BSURVONG
978 Unity Rood
Raleigh, North fomlim 21601
Voio: 919.854.0811
fml: 919.854.0812
smI@noeassodolasnet
JULY 16, 2004
HOUNDSDITCH CIRCLE
IE.6.0
I&? LETTER OF
RICE&
ASSOCIATES
TO: Cyndi Karoly
Wetlands/401 Water Quality Certification Unit
Division of Water Quality - NCDENR
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604
TRANSMITTAL
DATE: July 28, 2004
RE: Olde Mill Stream Phase 5
Revised PCN ADnlication
PN: 03-031
SENDING: ® Attached ? Under Separate Cover ® Via US Mail ? Overnight UPS/FedEx ? Courier ? To Be Picked Up By Recipient
One (1) copy of the revised PCN application dated June 20, 2004
WETLANDS/ 401 GROUP
WATER QUALITY SECTION
COMMENTS:
The attachment is for your file. Please excuss me for not getting you a copy sooner. I was under the impression
that since I was only addressing USACE comments that DWQ did not need a copy.
COPY TO:
SENT BY:

Cameron M. Rice, P.E.
978 Trinity Road • Raleigh, North Carolina 27607 • Voice 919.854.0811 9 Fax [phone] • Email: [e-mail]
I
RICE &
ASSOCIATES
July 20, 2004
Ms. Jennifer Burdette
US Army Corps of Engineers
Wilmington District - Raleigh Regulatory Field Office WETLANDS/ 401 GROUP
6508 Falls of Neuse Road
Suite 120 /0L 2 9 7004
Raleigh, North Carolina 27615
WATER QUALITY SECTION
Re: Revised Impact Exhibits for PCN Application
Olde Mill Stream Subdivision Phase 5 (R&A Project #: 03-031)
Wake Forest, Wake County, North Carolina
Rice & Associates revised the impact exhibits per your review comments received on July 15,
2004, for the above-referenced project. Attached are a revised preconstruction notification
application and a set of revised exhibits. The responses that follow are numbered in
accordance with the each corresponding comment.
Comment#1: On exhibit IE.0.0, remove NWP 39 from Table ID# 101.
Response #1: The impact summary table was corrected on all exhibits.
Comment#2: On exhibit IE.2.0, show wetland impacts for fill slopes outside arch culvert and
recalculate totals.
Response #2: The wetland impact areas were shown, calculated, and tabulated.
Comment#3: On exhibit IE.3.0, show WISN #100 as a temporary impact for erosion control
anctpermcinenfi triipact for the preformed scour hole.
Response #3: WISN #100 was shown as a temporary impact.
Comment#4: For exhibit IE.4.0, provide justification why the USACE should allow the filling
of wetlands on Lots 7-10.
Response #4: The USACE should allow filling of Lot #'s 7-10 for a few reasons. First, the
subdivision layout conserves much of the surrounding ecosystem by utilizing arch bottomless
culverts for stream crossings and placing sewer and storm drain outfalls outside wetlands and
978 Trinity Road • Raleigh, North Carolina 27607 • Voice 919.854.0811 • Fax [phone] • Email: [e-mail]
Revised Impact Exhibits for a PCN application
Olde Mill Stream Subdivision Phase 5 (R&A Project #: 03-031)
Wake Forest, Woke County, North Carolina
July 20, 2004
Page 2
buffers. Secondly, the Town of Wake Forest approved a Master Plan for this project that
allowed for a total of 343 lots, which the developer based his original feasibility study. After
completion of this project the developer will lose a total of twenty-two lots for the entire
subdivision, of which ten were lost in this phase alone. Loss of another four (4) lots would bring
the total number in Phase 5 to fourteen. The retail value of this real estate is estimated at
$1,050,000.00. This loss of revenue adds to the existing economic hardship the developer has
absorbed during the previous four phases of the development. Thirdly, the developer dedicated
over 15 acres of greenway and open space to be preserved, which in perpetuity, the USACE
has already accepted in lieu of mitigation. Finally, in an effort to reduce wetland impacts we
revised the grading limits for Lot #'s 7-10 and reduced the impact by 2,102 sf from the original
request.
Comment #5: On exhibit IE.6.0, show WISN #106 as temporary impact. Add note that
topsoil to be conserved and once sediment basin is removed area shall be brought to
preconstruction condition and conserved topsoil replaced and seeded with a type wetland
grass.
Response #5: WISN #106 was shown as a temporary impact. A note about conserving
the topsoil was placed on the plans.
If you should have questions or require additional clarification during the review please feel free
to contact me at [phone], extension 105.
Very truly yours,
RICE & ASSOCIATES

Cameron M. Rice, P.E.
cc: Steve Gould (w/ attachments)
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(1t 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 ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12, 13, 39
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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mill Creek Partners
Mailing Address: 833 Wake Forest Business Park
Suite A
Wake Forest, North Carolina 27587
Telephone Number: 919.556.2519 Fax Number: 919.556.2001
E-mail Address: gcarMearthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Rice & Associates
Company Affiliation: Agent
Mailing Address: 978 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.0811 Fax Number: 919.854.0812
E-mail Address: smr(aPriceassociates.net
Page 1 of 10
III. Project Information
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 I1 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: Olde Mill Stream Phase 5
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1842.04-61-9000, 1842.04-61-5041 &
1842.04-60-1883
4. Location: End of Coram Fields Road in the Olde Mill Stream Subdivision
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Olde Mill Stream Phase 5 (lots 1-60)
Directions to site (include road numbers, landmarks, etc.): From Wake Forest take U.S.
North Main Street (Hwy. 1-A) towards Youngsville take a left onto Harris Road
(North Side Loop, SR 1931) right onto Branford Mill Rd and left onto Coram
Fields Dr.
5. Site coordinates, if available (UTM or Lat/Long): Not Available
(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): Total of the three (3) tracts = 23.03 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Richland Creek
8. River Basin: Neuse
(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: Mountainous terrain with slopes ranging from 7% to
Page 2 of 10
40%, containing existing wetlands, floodplain, Neuse River Basin Buffers with
vacant and residential uses surrounding.
10.
Describe the overall project in detail, including the type of equipment to be used: A 60 Lot
Single family subdivision in the Town of Wake Forest with two story houses with
garages. The subdivision will include public water and sanitary sewer mains
sidewalk, concrete curb and gutter, and a storm water collection system.
11. Explain the purpose of the proposed work: To provide sewer and water service to the site
and upstream properties. Also provide roadway access for the proposed
subdivision and the adjacent tracts of land to US Hwy 1-A.
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 NWP#12 was obtained from USACE on June 8 2000 (Action ID: 200020002) and
a 401 Water Quality Certification was obtained from DWQ on June 28, 2000 (Prof
# 000626) a Neuse River Basin Riparian Buffer Ruling (NBRRO 00-145) was
obtained from NCDENR. The previous approved impacts were for the installation of
sewer lines and the placement of Fill and rip-rap for stabilization. There has been
270 If of perennial stream impact due to a road crossing during Phase 1 of the
Subdivision and 0.02 acres of previous wetland impacts due to sewer line crossing
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.
No, this is the last phase of the subdivision
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 channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
Page 3 of 10
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All 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: Provided below by NWP#
NW 12:
The sanitary sewer outfalls will be contained within a 20' wide easement The temporary
impacts proposed to the streams and wetlands resulting from construction of the sanitary
sewer outfalls include 23 If of stream impact from a perpendicular crossing and 1,838
square feet (A of temporary wetlands impact The permanent impacts proposed to the
Neuse River Basin Buffer (NRBB) from the sanitary sewer include 1,687 sf of Zone 1 NRBB
impact, and 1,965 sf of Zone 2 NRBB impact
NW 13:
There are two un-named tributaries of Richland Creek that will have perpendicular road
crossings. Each tributary has been identified as a perennial stream To avoid impacts to the
streams, wetlands and buffers, arched bottomless culverts are proposed USACE and
NCDWQ consider use of arched, bottomless culverts to have no impacts to streams buffers
and wetlands. Each crossing is proposed to have an 8'-5" x 25' Contech Steel low profile
arch structure designed to preserve the creek bed and minimize disturbance to the creek
banks. As requested by USACE the toe of slope along each bank will be stabilized using
rip-rap from toe up to edge of structure. This is considered the acceptable method of bank
stabilization due to shading concerns by USACE and the effect shadinq might have on
stabilizing vegetation along the banks internal to the arch structures
NW 39:
Wetlands will be impacted from filling at lots 7 8 9 and 10 and from construction of storm
drainage structures (pre-formed scour holes and level spreaders) and one temporary
sediment basin. There will also be minor NRBB impacts resulting from road -grading In
total NW#39 is requesting 673 sf of temporary impacts and 20,313 sf of permanent
wetland impacts and 927 sf of Zone 2 NRBB impacts
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Nearest Type of
(indicate on map) (acres) Floodplain** Stream (linear Wetland***
es/no feet)
WISN #100 (NWP 39) Erosion Control
(Temporary) 0.0084 No 32 Forested
WISN #101 (NWP 39) Scour Hole 0.0098 No 160 Forested
Page 4 of 10
WISN #102 (NWP 12) Sanitary sewer
(Temporary) 0.0181 No 0 Forested
WISN #103 (NWP 12) Sanitary sewer
(Temporary) 0.0241 No 80 Forested
WISN #104 (NWP 39) Grading 0.2671 No 50 Forested
WISN #105 (NWP 39) Scour Hole 0.0065 No 50 Forested
WISN #106 (NWP 39) Erosion Control
(Temporary) 0.0300 No 70 Forested
WISN #107 (NWP 39) Grading 0.1830 No 0 Forested
' 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 hqp://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: 2.18 acres
Total area of wetland impact proposed: .466 acres
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)
SISN #102 Sanitary Sewer 23 UT to Richland Creek 9 Perennial

* 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 losstgain),
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.gov. 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: 23 LF
Page 5 of 10
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 Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

' 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.): n/a
Size of watershed draining to pond: n/a Expected pond surface area: n/a
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.
To minimize impacts to existing streams and wetlands an environmentally friendly
layout was proposed for the subdivision layout. Arched, bottomless culverts are
proposed for the road crossings to protect/preserve the stream and leave it flowing in
its natural condition. Slope adaptive vegetation was specified on steep slopes and
streets were design to the town's upper and lower limiting specifications. Sewer
crossing at the stream is perpendicular, and other utilities were placed outside Neuse
River Basin Buffers and wetlands. Site constraints include mountainous terrain
extensive amounts of wetlands, floodplain, and large contributing drainage areas at
both roadway crossings.
Page 6 of 10
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
h!tp://h2o.enr.state.ne.us/ncwetlands/strmgide.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
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation for wetlands is not required because the proposed impact (0.466 ac)
when added to the previous impact (0.02 ac) is less than '/z acre. Mitigation for
stream impacts is not required because impacts under NW#12 are temporary for
the sewer. Also, US Army Corps of Engineers considers use of bottomless arched
culverts at stream crossings to not have any impact to streams or wetlands. The
dedication of 18.13 acres of land (15.03 acres net in perpetuity) from this
subdivision along Richland Creek, is considered in lieu of mitigation for the
previous 270 If of stream impact, as accepted by the US Army Corps of Engineers
during our meeting on 4/1/04.
Page 7 of 10
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.ne.us/wip/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): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) 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.
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 ? If you answered "yes", provide the following information:
Page 8 of 10
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 Multiplier Mitigation
fired
I 1,687 3 N/A
2 2,892 1.5 N/A
Total 4,579 N/A
cone ? extenas out .su feet perpena?cular 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.
Buffer Mitigation is not required. Uses are allowable without mitigation Also
impacts are less than applicable thresholds There are no parallel impacts to Zone 1
of the NRBB.
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.
The total_ area of site is 23.03 acres with 0.00 acres of existing impervious area
Total proposed impervious area is 6.0 ac or 26% Stormwater on site will be
collected and discharged via level spreaders and preformed scour holes to achieve
diffuse flow through the Neuse River Buffers in compliance with the Riparian Area
Protection Rules. Level spreader and preformed scour hole design is based upon
DWQ's Draft Level Spreader Design Options v.1.0, dated October 10 2001 While
under construction a total of 8 temporary, custom sedimentation basins will be
installed to protect buffers against sedimentation along with other appropriate
sedimentation and erosion control measures in compliance with the Wake County
Sedimentation and Erosion Control requirements Level Spreader and preformed
scour hole design calculations are attached for reference
XH. 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.
The wastewater generated from the proposed project will travel through a non
Page 9 of 10
discharge gravity sewer collection system to the Smith Creek WWTP owned by the
Town of Wake Forest under Permit #:WQ0023514 dated February 4, 2004.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No 10
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).
42Awcky, 64_WrA,,V A"r •l y y Zvi ZOO g
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10

0 3-0t21
ATTACHMENT C -- MODEL DECLARATION OF RESTRICTIONS
August, 2003
STATE OF NORTH CAROLINA
COUNTY
CONSERVATION DECLARATION
This DECLARATION of CONSERVATION COVENANTS, CONDITIONS, and
RESTRICTIONS (" ") is made on this day of ,
200_, by [NAME AND ADDRESS OF DECLARANT] "Declarant").
RECITALS & CONSERVATION PURPOSES
A. Declarant is the sole owner in fee simple of the certain Conservation
Property (Property) being approximately acres, more particularly described in
Exhibit A attached hereto and by this reference incorporated herein [reference to a
recorded map showing a survey of the preserved area may he required]; and
B. The purpose of this Conservation Declaration is to maintain wetland and/or
riparian resources and other natural values of the Property, and prevent the use or
development of the Property for any purpose or in any manner that would conflict with
the maintenance of the Property in its natural condition. The preservation of the Property
in its natural condition is a condition of Department of the Army permit Action ID
issued by the Wilmington District Corps of Engineers (Corps), required
to mitigate for unavoidable impacts to waters of the United States authorized by that
permit, and this Conservation Declaration may therefore be enforced by the United States
of America.
NOW, THEREFORE the Declarant hereby unconditionally and irrevocably declares that
the Property shall be held and subject to the following restrictions, covenants and
conditions as set out herein, to run with the subject real property and be binding on all
parties that have or shall have any right, title, or interest in said property.
ARTICLE I. PROHIBITED AND RESTRICTED ACTIVITIES
Any activity on, or use of, the Property inconsistent with the purposes of this
Conservation Declaration is prohibited. The Property shall be maintained in its natural,
scenic, and open condition and restricted from any development or use that would impair

or interfere with the conservation purposes of this Conservation Declaration set forth
above.
Without limiting the generality of the foregoing, the following activities and uses are
expressly prohibited or restricted.
A. Disturbance of Natural Features. Any change disturbance, alteration or
impairment of the natural features of the Property or any introduction of non-native
plants and/or animal species is prohibited.
B. Construction. There shall be no constructing or placing of any building,
mobile home, asphalt or concrete pavement, billboard or other advertising display,
antenna, utility pole, tower, conduit, line, pier, landing, dock or any other temporary or
permanent structure or facility on or above the Property.
C. Industrial, Commercial and Residential Use. Industrial, residential and/or
commercial activities, including any right of passage for such purposes are prohibited.
D. Agricultural, Grazing and Horticultural Use. Agricultural, grazing, animal
husbandry, and horticultural use of the Property are prohibited.
E. Vegetation. There shall be no removal, burning, destruction, harming, cutting
or mowing of trees, shrubs, or other vegetation on the Property.
F. Roads and Trails. There shall be no construction of roads, trails or walkways
on the property.
G. Signage. No signs shall be permitted on or over the Property, except the
posting of no trespassing signs, signs identifying the conservation values of the Property,
signs giving directions or proscribing rules and regulations for the use of the Property
and/or signs identifying the Grantor as owner of the property.
H. Dumping or Storage. Dumping or storage of soil, trash, ashes, garbage, waste,
abandoned vehicles, appliances, machinery or hazardous substances, or toxic or
hazardous waste, or any placement of underground or aboveground storage tanks or other
materials on the Property is prohibited.
1. Excavation, Dredging or Mineral Use. There shall be no grading, filling,
excavation, dredging, mining or drilling; no removal of topsoil, sand, gravel, rock, peat,
minerals or other materials, and no change in the topography of the land in any manner
on the Property, except to restore natural topography or drainage patterns.
J. Water Quality and Drainage Pattern. There shall be no diking, draining,
dredging, channeling, filling, leveling, pumping, impounding or related activities, or
altering or tampering with water control structures or devices, or disruption or alteration
of the restored, enhanced, or created drainage patterns. In addition, diverting or causing
2
or permitting the diversion of surface or underground water into, within or out of the
easement area by any means, removal of wetlands, polluting or discharging into waters,
springs, seeps, or wetlands, or use of pesticide or biocides is prohibited.
K. Development Rights. No development rights that have been encumbered or
extinguished by this Conservation Declaration shall be transferred pursuant to a
transferable development rights scheme or cluster development arrangement or
otherwise.
L. Vehicles. The operation of mechanized vehicles, including, but not limited to,
motorcycles, dirt bikes, all-terrain vehicles, cars and trucks is prohibited.
M. Other Prohibitions. Any other use of, or activity on, the Property which is or
may become inconsistent with the purposes of this grant, the preservation of the Property
substantially in its natural condition, or the protection of its environmental systems, is
prohibited.
ARTICLE II. ENFORCEMENT & REMEDIES
A. This Declaration is intended to ensure continued compliance with the
mitigation condition of authorizations issued by the United States of America, U.S. Army
Corps of Engineers, Wilmington District, and therefore may be enforced by the United
States of America. This covenant is to run with the land and shall be binding on all
parties and all persons claiming under the Declarant.
B. Corps, its employees and agents and its successors and assigns, have the
right, with reasonable notice, to enter the Property at reasonable times for the purpose of
inspecting the Property to determine whether the Declarant, Declarant's representatives,
or assigns are complying with the terms, conditions and restrictions of this Conservation
Declaration.
C. Nothing contained in this Conservation Declaration shall be construed to
entitle Corps to bring any action against Declarant for any injury or change in the
Conservation Property caused by third parties, resulting from causes beyond the
Declarant's control, including, without limitation, fire, flood, storm, and earth movement,
or from any prudent action taken in good faith by the Declarant under emergency
conditions to prevent, abate, or mitigate significant injury to life, damage to Property or
harm to the Property resulting from such causes.
ARTICLE III. PUBLIC ACCESS
A. This Conservation Declaration does not convey to the public the right to
enter the Property for any purpose whatsoever.
3
ARTICLE IV. DOCUMENTATION AND TITLE
A. Conservation Property Condition. The Declarant represents and
acknowledges that the Property is currently undeveloped land, with no improvements
other than any existing utility lines, Declarations and rights of way.
B. Title. The Declarant covenants and represents that the Declarant is the
sole owner and is seized of the Property in fee simple and has good right to make the
herein Declaration; that there is legal access to the Property, that the Property is free and
clear of any and all encumbrances, except Declarations of record.
ARTICLE V. MISCELLANEOUS
A. Conservation Purpose.
(1) Declarant, for itself, its successors and assigns, agrees that this
Conservation Property shall be held exclusively for conservation purposes.
B. Entire Agreement. This instrument sets forth the entire agreement of the
parties with respect to the Conservation Declaration and supersedes all prior discussions,
negotiations, understandings or agreements relating to the Conservation Declaration. If
any provision is found to be invalid, the remainder of the provisions of this Conservation
Declaration, and the application of such provision to persons or circumstances other than
those as to which it is found to be invalid, shall not be affected thereby.
C. Recording. Declarant shall record this instrument and any amendment
hereto in timely fashion in the official records of County, North Carolina,
and may re-record it at any time as may be required to preserve its rights.
D. Environmental Condition of Conservation Propert y. The Declarant
warrants and represents that to the best of its knowledge after appropriate inquiry and
investigation: (a) the Property described herein is and at all times hereafter will continue
to be in full compliance with all federal, state and local environmental laws and
regulations, and (b) as of the date hereof there are no hazardous materials, substances,
wastes, or environmentally regulated substances (including, without limitation, any
materials containing asbestos) located on, in or under the Property or used in connection
therewith, and that there is no environmental condition existing on the Property that may
prohibit or impede use of the Property for the purposes set forth in the Recitals.
IN WITNESS WHEREOF, Declarant has hereunto set his hand and seal, the day and
year first above written.
[Signature of Declarant in proper form]
4
RICE&
ASSOCIATES
September 1, 2004
Ms. Cyndi Karoly
Division of Water Quality
Wetlands/401 Unit
2321 Crabtree Blvd.
Raleigh, North Carolina 27604-2260
Re: Old Mill Stream Phase 5
Richland Creek
Wake Forest, Wake County, North Carolina
DWQ Project #04-0917
Dear Ms. Karoly:
WETLANDS/ 401 GROUP
SEP 0 1 '004
WATER QUALITY SECTION
(original delivered)
Rice & Associates is providing this letter as a follow up to our meeting regarding the Division
of Water Quality's (DWQ) requirement for buffer mitigation for an impact that occurred
during Phase 1 of the Olde Mill Stream Subdivision. In particular, the impact from
constructing the Barnford Mill Road culvert mentioned in our Pre-Construction Notifications
dated June 7' and July 20, 2004. During our meeting, DWQ was informed that the road
crossing was constructed in the early 1990's. Rice & Associates provided a recorded plat
(BM 2001, PG 1468) showing the crossing location. The meeting ended in DWQ not
requiring mitigation because the crossing occurred prior to the adoption of Neuse River Basin
Buffer Rules.
Per your request, I've attached a copy of the plat from our meeting and also included a
revised copy of the PCN application with an updated Mitigation section for Phase 5. This
should be all that DWQ requires prior to approving our 401-water quality permit.
Very truly yours,
Rice & Associates

Cameron M. Rice, P.E.
cc: Jennifer Burdette, USACE (w/ attachments)
Steve Gould, Gould Construction (w/ attachments)
978 Trinity Road . Raleigh, North Carolina 27607 . Voice 919.854.0811 • Fax [phone] • Email: [e-mail]
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12, 13,39
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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mill Creek Partners
Mailing Address: 833 Wake Forest Business Park
Suite A
Wake Forest, North Carolina 27587
Telephone Number: 919.556.2519 Fax Number: 919.556.2001
E-mail Address: gcar20Dearthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Rice & Associates
Company Affiliation: Agent
Mailing Address: 978 Trinity Road
Raleiah, North Carolina 27607
Telephone Number: 919.854.0811 Fax Number: 919.854.0812
E-mail Address: [e-mail]
Page 1 of 10
III. Project Information
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: Olde Mill Stream Phase 5
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1842.04-61-9000&1842.04-61-5041
4. Location: End of Coram Fields Road in the Olde Mill Stream Subdivision
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Olde Mill Stream Phase 5 (lots 1-60)
Directions to site (include road numbers, landmarks, etc.): From Wake Forest take U.S.
North Main Street (Hwy. 1-A) towards Youngsville, take a left onto Harris Road
(North Side Loop. SR 19311, riaht onto Branford Mill Rd. and left onto Coram
5. Site coordinates, if available (UTM or Lat/Long): Not Available
(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): Total of two (2) tracts = 23.18 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Richland Creek
8. River Basin: Neuse
(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/nigps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Mountainous terrain with slopes ranging from 7% to
40%, containing existing wetlands, floodplain, Neuse River Basin Buffers with
vacant and residential uses surrounding.
Page 2 of 10
10.
Describe the overall project in detail, including the type of equipment to be used: A 60 Lot
Single family subdivision in the Town of Wake Forest with two story houses with
garages. The subdivision will include public water and sanitary sewer mains,
sidewalk, concrete curb and gutter, and a storm water collection system.
11. Explain the purpose of the proposed work: To provide sewer and water service to the site
and upstream properties. Also, provide roadway access for the proposed
subdivision and the adiacent tracts of land to US Hwv 1-A.
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 NWP#12 was obtained from USACE on June 8, 2000 (Action ID: 200020002) and
a 401 Water Quality Certification was obtained from DWQ on June 28, 2000 (Prof.
# 000626), a Neuse River Basin Riparian Buffer Ruling (NBRRO 00-145) was
obtained from NCDENR. The previous approved impacts were for the installation of
sewer lines and the placement of Fill and rip-rap for stabilization. In 1991 there was
270 If (0.02 acres) of perennial stream impact due to a road crossing (Barnford Mill
road) during the construction of Phase 1.
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.
No. this is the last chase of the subdivision
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 channels 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. All 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
Page 3 of 10
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: Provided below by NWP#
NW 12:
The sanitary sewer outfalls will be contained within a 20' wide easement. The temporary
impacts proposed to the streams and wetlands resulting from construction of the sanitary
sewer outfalls include 23 If of stream impact from a perpendicular crossing, and 1,838
square feet s(__)f of temporary wetlands impact. The permanent impacts proposed to the
Neuse River Basin Buffer (NRBB) from the sanitary sewer include 1,687 sf of Zone 1 NRBB
impact, and 1,965 sf of Zone 2 NRBB impact.
NW 13:
There are two un-named tributaries of Richland Creek that will have perpendicular road
crossings. Each tributary has been identified as a perennial stream. To avoid impacts to the
streams, wetlands and buffers, arched, bottomless culverts are proposed. USACE and
NCDWQ consider use of arched, bottomless culverts to have no impacts to streams, buffers
and wetlands. Each crossing is proposed to have an 8'-5" x 25' Contech Steel, low profile
arch structure designed to preserve the creek bed and minimize disturbance to the creek
banks. As requested by USACE, the toe of slope along each bank will be stabilized using
rip-rap from toe up to edge of structure. This is considered the acceptable method of bank
stabilization due to shading concerns by USACE and the effect shading might have on
stabilizing vegetation along the banks internal to the arch structures.
NW 39:
Wetlands will be impacted from filling at lots 7, 8, 9, and 10, and from construction of storm
drainage structures (pre-formed scour holes and level spreaders), and one temporary
sediment basin. There will also be minor NRBB impacts resulting from road grading. In
total, NW#39 is requesting ,673 sf of temporary impacts and 20,313 sf of permanent
wetland impacts and 927 sf of Zone 2 NRBB impacts.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Nearest Type of
(indicate on map) (acres) Floodplain** Stream (linear Weiland***
(yes/no) feet
WISN #100 (NWP 39) Erosion Control
0084
0
No
32
Forested
(Temporary) .
WISN #101 (NWP 39) Scour Hole 0.0098 No 60 Forested
WISN #102 (NWP 12) Sanitary sewer 0.0181 No 0 Forested
(Temporary)
WISN #103 (NWP 12) Sanitary sewer 0.0241 No 80 Forested
(Temporary)
Page 4 of 10
WISN #104 (NWP 39) Grading 0.2671 No 50 Forested
WISN #105 (NWP 39) Scour Hole 0.0065 No 50 Forested
WISN #106 (NWP 39) Erosion Control
(Temporary) 0.0300 Yes 70 Forested
WISN #107 (NWP 39) Grading 0.1830 No 0 Forested
* 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: 2.18 acres
Total area of wetland impact proposed: .46 acres (permanent)
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'?
(please secif

SISN #102 Sanitary Sewer
(Temporary)
23
UT to Richland Creek
9
Perennial

* 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.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni,
www.mapyuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 23 LF (temporary)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 5 of 10
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

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.): n/a
Size of watershed draining to pond: n/a Expected pond surface area: n/a
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.
To minimize impacts to existina streams and wetlands an environmentallv friendly
layout was proposed for the subdivision layout. Arched, bottomless culverts are
proposed for the road crossings to protect/preserve the stream and leave it flowing in
its natural condition. Slope adaptive vegetation was specified on steep slopes and
streets were design to the town's upper and lower limiting specifications. Sewer
crossing at the stream is perpendicular, and other utilities were placed outside Neuse
River Basin Buffers and wetlands. Site constraints include mountainous terrain,
extensive amounts of wetlands, floodplain, and large contributing drainage areas at
both roadway crossings.
Page 6 of 10
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/strmgide.html.
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
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Based on DWQ requirements mitigation is not required. The culvert that was
constructed under Barnford Mill Road during phase 1 was constructed in 1991
and occurred prior to the adoption of Neuse River Basin Buffer Rules. Based on
USACE requirements mitigation is required for permanent impacts to wetlands
from this phase and previous phases that were greater than 0.10 ac. Mitigation
will be handled through property preservation. Preservation area was calculated
by the following: impact area (0.46) x 2 x 8 = 7.4 acres. A plat was prepared
showing the area to be preserved and will be recorded. This area totals 7.82
acres. A conservation declaration to accompany the plat will also be recorded
and restrict the allowable uses of the preserved land.
Page 7 of 10
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): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Page 8 of 10
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 1,687 3 N/A
2 2,892 1.5 N/A
Total 4,579 N/A
* 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 213 .0242 or .0260.
Buffer Mitiaation is not reauired. Uses are allowable without mitiaation. Also,
impacts are less than applicable thresholds. There are no parallel impacts to Zone 1
of the NRBB.
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.
The total area of site is 23.18 acres with 0.00 acres of existing impervious area.
Total proposed impervious area is 6.0 ac or 26%. Stormwater on site will be
collected and discharged via level spreaders and preformed scour holes to achieve
diffuse flow through the Neuse River Buffers in compliance with the Riparian Area
Protection Rules. Level spreader and preformed scour hole design is based upon
DWQ's Draft Level Spreader Design Options v.1.0, dated October 10, 2001. While
under construction, a total of 8 temporary, custom sedimentation basins will be
installed to protect buffers against sedimentation along with other appropriate
sedimentation and erosion control measures in compliance with the Wake County
Sedimentation and Erosion Control requirements. Level Spreader and preformed
scour hole desian calculations are attached for reference.
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.
The wastewater aenerated from the proposed proiect will travel throuah a non-
discharge gravity sewer collection system to the Smith Creek WWTP owned by the
Town of Wake Forest under Permit #:WQ0023514, dated February 4, 2004.
Page 9 of 10
XIII. Violations (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).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
Mill Creek Partners
Page 4 of 4
September 2, 2004:
AWK/cbk
Enclosures: GC 3402, 3374, 3399
Certificate of Completion
cc: Mr. Cameron Rice, 978 Trinity Road, Raleigh, NC, 27607
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 040917MillStream(Wake)40 1 +Buffer

Mill Creek Partners
Page 3 of 4
September 2, 2004:
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, 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.
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .02 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
7. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
Violations of any condition herein set forth may result in revocation of this Certification 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 expire 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 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, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
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 letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly at 919-733-9646 or Bob Zarzecki at 919-733-9726 or Mike
Horan in the DWQ Raleigh Regional Office at 919-571-4700.
Sincerely,
i?
//? Ian . Klimek, P.E.
Mill Creek Partners
Page 2 of 4
September 2, 2004:
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 Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Stream 23 (feet) PCN form
404/LAMA Wetlands 0.46 (acres) PCN form
Waters N/a (acres)
Buffers 4,579 (square ft.) PCN form
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
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.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and 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 Division of Land Resources has released the project.
fl
W ATFR
pG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 2, 2004
DWQ Project # 040917
Wake County
Mill Creek Partners
C/o Mr. Cameron Rice
833 Wake Forest Business Park, Suite A
Wake Forest, NC, 27587
Subject Property: Old Mill Stream Phase 5
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Rice:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.46 acres of wetlands, 23 feet of temporary stream impacts and 4,579 square
feet (ft2) of protected riparian buffers for the purpose of constructing Phase 5 of the Old Mill Stream
subdivision at the subject property, as described within your revised application dated and received by the
N.C. Division of Water Quality (DWQ) on September 1, 2004. After reviewing your application, we
have decided that the impacts are covered by General Water Quality Certification Number(s) 3374, 3399
and 3402 (GC3374, 3399, 3402). The Certification(s) allows you to use Nationwide Permit(s) 12, 13 and
39 when issued by the US Army Corps of Engineers (USAGE). This letter shall also act as your
approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233.
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, Non-
discharge, and other regulations. Also, this approval to proceed with your proposed impacts or to
conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or
CAMA Permit.
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 Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
No a hCaro ina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
¦ Complete Items 1, 2, and 3. Also complete
Item 4 If Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mallplece,
or on the front If space permits.
1. Article Addressed to:
Town of Cary, Engineering Department
318 North Academy Street
Cary, NC 27512
DWQ# 04-0917 - Wake
COMPLETE IH/S SECTION ON DELIVERY
A. Signature
X 0 Agent
O Addressee
B. Received by (Printed Name) C. Date of Delivery
. ..i/. . r.i/ 1nin/0
D. Is delivery address different from Rem 1? 0 Yes V
If YES, enter delivery address below: 0 No
3. Service Type
dkCertRied Mail 0 Express Mail
0 Registered Return Receipt for Merchandise
0 Insured Mail .O.D.
4. Restricted Delivery? (Extra Fee) 0 Yes
2. Article Number
(Tiansfer from service labeo ?001 2 510 0006 316? 5 7 5 6
-- .------^n,4 '--------.....,. --- ..--
UNITED STATES POSTAL SERVICE First-Class Mai
Postage & Fee
USPS
Permit No. G-1
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Mill Creek Partners
833 Wake Forest Business Park, Suite A
Wake Forest, NC 27607
DWQ# 04-0917 - Wake
A. Signature
X
o7 Kk?
v ? Agent
iL ? Addresse
B. Received by Printed Name) Date oIRellv
-,54 y,alA "7Zo1na-6
D. Is delivery address different from Item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
V Certified Mail ? Exp6ss Mail
O Registered Return Receipt for Merchandise
? Insured Mail C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(hansfer from service label? ?001 2 510 0006 316? 5 7 4 9

UNITED STATES POSTAL SERVICE First-Class Mail
Postage & Fees Pa
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
IIIsIIIIIIIIII!IIIIIII!II!9IIII, III! IIIIIIIII!IIII11!111111!
p
DWQ# n ?? 11 Date 411 lit' Who Reviewed: 4tru.s
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
CO of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
lan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
lease indicate which 404 Permit the l_lUSACE,gwould use to authorize this project.
Rc--,?,.t-uc?. tt?YY?:. ?c.JUr.,.t•. i,YOY?? ` G? ?,?rt??rnure'?f ?i
,.
RICE & ASSOCIATES

North Carolina Division of Water Quality
4040 Site Plan Fees
03-031 Oldc Mill Stream Phase 5 PCN Application
a rr
M -?
?° ern
lD ? Q
cn
o G7
'CD
Cash - Crescent State Bank Olde Mill Stream Phase 5 PCN Application
r
6/7/2004
16068
200.00
200.00

i ~ \ ~ ~ ~ ' I REVISIONS i
~ ~ ~ ~ / ~ ~ \ \ I ~ ~ e~vi~w R~vis~oNs
~ ~
~ ~ ~ ~ /
~ ~ D l ~ - ~ l t
- ~ i i ~ I~
~ ~ ~ / CONARUQION REVISIONS
~ /
i
- - ~
- i ILL T A
1 ~ ~ SP ~ E ~3N
i / ~ ~ ~ ~
i
T 1 / ~ ~ ~
\ y~~ ~ ~ ~ i i ~
i~ ~
~
~ / I LL THE y~ ~ ~ ~ N i~
~ P'ASE 5 ~ _ ~-1 ~ I I ~1 - - _ -T-~ ~y ¦
-I~ _ \ ( LDE MIL STREA _ '
0 DE MI L STREAK- ~ I ~j~j--
VI ION ~ ~ / PH S 4 ~ ~ ~aAS ~o~
T~ ~ ~ RICE &
/ \ ~ STREAM CHANNEL I STREAM CHANNEL ~ ~ T
3374 LF f827 LF ~ ~ ~ ~ ~ y~ ASSOCIATES
7.71 ACRES I
/ '\~v~~ (DB 9825. Pg. 436) ` I 1 \ / 30' EASEMENT / \ ~ ~ ~ x \ _ ~ civic
T ~ ~ _ ~ ~ - PLANNINGING,
~ ~7
/ ~ / 30' EASEMENT / \ ~ / ~ T _ ~ ~ ~ ~ ~ & SURVEYING
" / / ~ ...3.41 ACR
/ 03. Pg. 7157) ~ \ OiDE MILLSTREAM ~ ~ I ~ ~ G 978TrinilyRood
~ S1~JBDI~ ISION ~ ~ `y ~ / ~ \ Raleigh, NorthCarolirm21601
PHF{SE ~ i \ ~ ~ I \
` I / I ~d 1.28 A ~ ~ Vaice: 919.854.0811
~ ~ ~ ~ Fax: [phone] ~ ~ ~
/ M 2001. Pg. 1 / r \ \ ~ \ ~ ~ ~ ~ ~ [e-mail]
`
/ \ ~ \ / i ` 3.05 A
/ ) / \ \ \ / ~ (BM 1994. .501) /
cR~e / ~ /
/ / ~ \ ~ ~ ~ / ~ ~ / E MIL S EAM ~ I ~ ~ ~
/ ~ A ESION - ~ .I ~ i ~ ~ DEVELOPER:
/ / \ \ \ \ I STREAM CHANNEL }4,535 LF
~ ~ i J ~ ~ MILL CREEK
/ ~ ~ \
~ ~ ~ / - ~ ~ \ / PARTNERS 0.71 ACRES l 833-A WAKE FOREST
~sM 1996, Pg. 1742) ' I / BUSINESS PARK
30' EASEMENT ~~N~ND I I ~ I I / WAKE FOREST, NC 21581
\ \ 1 \
1.78 ACRES /
~ ~ ~ ~ ~ 1 (BM 1994, Pg. 500) ~ I
- y ~ SITE:
0.81 ACRES CREEK ~ (BM 1994, Pg. 500) 1 20~ EASEMENT ~ OLDE MILL
_ _ _ _ I 1 ~ ~ STREAM
~ 1
T- - I ~ \ WAKE COUNTY
~ WAKE FOREST, NC
~ ~ / ~
_ _ / ~ I ~ ~ ~ ~~~T PROJEQ:
~ ~ ~ ~ GREENWAY &
_
OPEN SPACE
NOTES
F e NET AREA OF GREENWAY AND OPEN SPACE
DEDICATED IN PERPETUITY TO THE TOWN OF
u z WAKE FOREST NOT ENCUMBERED BY FUTURE
a OR EXISTING STREET RIGHT OF WAY OR UTILITY
i EASEMENTS. RSA PROD. #03.031
z
G GREENWAY & OPEN SPACE DEDICATION
z
3 GROSS AREA 18.13 ACRES N~
0
s' AREA OF EASEMENTS 2.6 ACRES GRAPHIC SCALE wu~cis
° ` ° JUNE 04, 2004 AREA OF 60' ROW 0.5 ACRES o0
E ( IN FEET 1 incM1 =20011.
E a so ACRES oEw~~
N
'0
0
7 0 GREENWAY & OPEN SPACE EXHIBIT
0
.Q
CL

/i"~...e.. ~I X11
BKBM2001PG01468 WETLANDS 1401 ~iROUI`
EP 2004
N/Ir
per" CHAitLES 4 BAKER ~A D.B. 2749, P0. 640 BAKER WATER QUALITY SECTION HEIN ;C1 8"
CURRENT OYMER; tIILL CREEK ASSOCIATES, INC 6 t11FR8EE CREEK PARTNERSHIP SOa sYY 491 633A WANE FOREST BUSINESS PARK, SUITE A F-___~T 10' ~ ~ B.M. 194$ P0. 21 P0. 21 7/23/01 - Town Comments
' WAKE FOREST, NC 27587-7184 ~ CURVE TABLE I I o. ~a BIIFppI 919-556-2519 CURVE LENGTH RADIUS CHORD SCARING I I ~ ~ I~ j 1 ~ ~ InRAWAGC l __l e.0o u1
GEED REFERENCE: DB 7969, PO 523 C1 58.18 300.00 56,09 ' 4' '5 "W L I n,/r9 s4rt I. I ® I D Its11r t~ I I I, F___"T n ,J\ A7A ova I 11,9/7 141E I I ~ I I I ~
C2 146.97 2593.13 146,95 4 '1744"W c>r I I W W I, I I I ~ WAKE COUNTY (P,LN.} 1842.04 60 3311, ZONED: C.U. R-10 C3 112.48 275.00 111.69 $55'46'18"W " ~ r' ~ a.a/ am I r g Iqs pM. I" I ® i$ I 9 ~ ~ +r, I~ I ~ e~ I If I I O 8 \ a
C4 138.92 27500 IJ7,45 1'5 ' "W ^ I , I , ~ „ I 9.s, Dols I. l u,roa w n. Ip I I- I \ C5 39.27 25.00 35.36 N38'34'14`W y L_____3~ I pyey tt 8 ~ I~ I air era r I naoa,4. n.ilC I 6 \ J~, a /
TOTAL N0. OF UNITS: 35 to L.._„ ~ I I I a.:r war I 'T^ TOTAL N0. DF LDTS: JS C6 21;03 25.00 20 ' 1' 8° It , sq tt I"~ I I" I ~ I W,374 4 A. Y
EA IN NEIOHBDRHDOD OPEN SPACE: 1.28 ACRES 4 ~ »W Aso 11 i '~f L:___J _ I= I ih I v TOTAL ~ 1 . 9 ACRES C7 51.97 50.00 9.67 $24'5025 TOTAL AREA IN LOTS: 2 3 ~ \ 1 r6 L L--_ ly'r I a.24 oua~ s % \ u~\ ACRES CB 39.38 50,00 38.37 2730'14"E "las7s' Ist,l.. ~ \ ~ v i `
TOTAL AREA IN R/W pEdCAiION: 2.59 44,34 50.00 42.90 75'28'3 "E 8 ~ \ sa,oo' 101; f",,,~I r,~ r C9 $ xoe .1009 • r 1 `{tea qtr tttonM~
16,26 ACRES C10 37,95 50.00 37.05 T ~ '~'le'r rw ? Q ~ TDTAL AREA OF TRACT. C11 57,85 50.00 54.51 '35'3 " L4 11aw lea' PuAUC~ ~18ACK r ' u,a» s4 fl
aRAAIAR A,cxr.a.w,t ('hP) q, asr aaa \ C12 9.88 50.00 9.88 6'0 ' 1101 tt \ ~ T q ~ `b ~ 21
TITS SITE IS LOCATED IN FENA DESICNAIED FLd'>uPLAIN CIJ 21.03 25.00 20.41 7' 9'55" q s es.oa' ~ PER PANELS 86 669 OF 610. EfFECTIVE DATE OJ-OJ-92 ~ \ "I'• x8300066 E, ZONE AE C14 39.27 25.00 35.36 551'25'46"W h~ $ I 4 l \ r- i 17 1017 FlRII N0. 31 ,27 25.DO 35.76 '1 "W I ~ I 7 r Q 1009
FlRY N0. 3178300090 E, ZONE AE ANp A, C15 39 I I Itt ,r7 2s.oo 2e,e7 N 1' i' " I I~a''~~' I , I I C16 30 ~ aso Iwo , ^ $ I 2 ~ 31 j • I 1\ ! 10
C17 3b 37 50.00 34.64 -r-r--. I O -I iJ ~ 0 OPEN 5PACE IS TO BE DEDICATED TO THE TONN OF WAKE FOREST• 0 57,45 1'47"W ~ ,I $ Ilza9 a,n, I I O I xl , r ret n. "
C18 81.20 5D 0 50 2 , I ,U ( ~ s4 O19 46.53 50.00 44.E7 1'41" ~ R i n.n vxw I ~ ta~s~. I I 4 `16 _100 ~ na vxa I I I I © \ 131 Ilk ass ear. /
ldt~!l61~1 C20 45.46 50.00 43,93 N86'S9' 7" (1~1 8 I ®5 ~ $ i I I I I la,roe son, ~ Ir ' t6 \ ) ~ 'FRONT YARD SETBACK C21 30.05 50.00 29.60 N23' $ i If.eoo p I $ ~ g t~ I I I I Q2iaaa LZ I O v 1
30 20' REAR YARD SETBACK .r I a d : '-a v-,_ I I 16171 N A \ ~ / C22 39.27 25.00 35,36 $51 "W ~ n29ara ~ , ~ L__-_.j~ n2/ar« T!e r 10' SIDE YARD SETBACK _
t ~ ~ C23 39.27 25.00 35.36 53a'34'14"E , ~ ~•D2. ^ _ 1 r es're~/a• w ~ a 9 C24 39.27 2500 35.36 N 1'25'46" ra'E i ~ r--__ rs~oo""" s~~, ~ 1 a I 1 3 W`Tw < n.
r---. ~ a 1.9 C25 136.59 392,50 13590 S8T14'3C"W I •~"~.U1~L,1 j I i ~ 13a~' coum r,o.r 1s v; iRNER 15 112.43, 1 It
C26 16.49 325.00 16.49 575'10'56"W I ~ I p 8 O I I I I rl--_-___coAa ' 1 C27 46.89 325.00 46.85 569'35'42"W 8 I 6 I tl ~ i D I• I 9 rR , i " 7 71 nti l SANITARY 1 t l /
I lzsea q fl I O + 1. 8 v, r n„ 12,92714fl.1' I I. ~I O I ~oP r ~ I hereb certif that I am the C2B 49.67 _325.00 49,62 S61'05'0 "W I az9 ova I ~ ~ 1a997 w•~ O ` Certificate of Ownership and Dedication. Y Ich is located In aw I I I, -ha,]a0 suit I r i (CE T ! 1 i /
eon wh 5. 9 25,00 32.77 ' 4'05" 1 I - t ~ n1s axe I n.as sax. r ~ t~, owner of the ropert shown and described her C29 3 6 g I I I I oz/ ova ~ r ` P Y "1 e subdivision ' risdklion of Woke Forest, and that I hereby adopt this C30 21.03 25.00 20.41 51724'41"E r _ I c ! tt iN i I I I i a26 aaa ~ ~ 7 fi 1 th ;u xa62a 7E t--'~ ~ < y»•-Ie7 1 1 I 1.. ~ O y / / 1L
ivislon with m free consent, establish minimum building a 3e. I v, \ a__~- I L-_- ! i / plan of subd Y C31 60.26 50.00 566 ~ r___-,-' \ ~ a_-, I yi i a:arolgn / etbock lines, and dedicate all streets, allays, walks, parks, and other I -ti 41 fi s 4C.91 ' 1' 7"W \ 6 a-- Q r as: ib .1ro sgn 0 ~ 1/ a.53 aarw r wrre; ,N t/
nts to ublic or rivote use as noted. Furthermore, I C32 42.15 50.00 N8 rn . I , y ~ r \ ~ 412 \ 1, u ~ sites and eoseme D P to the 3 38.15 50.OD 37.23 S47' B'3 " w $ ~ L"'_°J ~ f
dedicate all sonitar sewer, storm sewer and water lines C3. I 'f'J I s se'as' rs.oq~ \ hrrehy Y . ~ t. a C34 41.15 50.00 40.04 S02'09'94"W ~ I n,m a A I ~ 8 " 'zs'+a•r 19/,10 10• ~ ioyWa ' Town of W~k~e Fo/~rear~`~.. 1 f J ~~J~l~,/ 1 V", RICE
' ~IebW4 /}i1wVeA~ Tj?i. i Qlirt /?1+// 7Ta~TK I s.n aaa I ,~I ps U' N I , M,Y r C35 59.48 50.00 56.03 555'3 05"E (68~ ~ , I ^ X f~QUAY ~ atN~ i ' 5.00 7.26 N81'2103 W + ~ ~ eta mcxT a-w~, Ewr. - . I C s C36 7.28 2 aa7aia•___,, a 1 f'
' - C37 13.74 25.00 13.57 N5T15'2 "W ur f r i 9a 5y' + a ' ^ i ~ Dote ner(s 1'----,,.__ ~ ~ 9r 6$I 1 a ASSOCIATES Ile J ~6 I g Off OLDIE HILL STREAM
C3a 37.10 25.00 33.79 NDi'00'23"E I ~ iti.to'NO'tt N7 413 ~ i 1 443,73 127.27 4 1' I I r"-----_ ~ I C39 127.28 2 , I I l r--___ \ Itealian.
C40 6.19 350.00 6,19 S40'Ol' I Q n R I I I ' as7 I u.sas n ~ ~ I I ~ ~0 ~ ~ f ,`'as 4 " e 19" PG 302 CIVIL
I asl ~ I i 2 I f, r \ q sa11r North Cordina,,_-_~ County (6~ - I 1~ I ` so' sAfar j toil
~ ~ ~ ~ 1 i ^ i 47,/08 w.n, I~ I ~ 11 1 \ (n'a"u7 I I S~~ ~ .,~~w NotaryP,ubNc oaf the/,,County ~ I 1 asl una I i 3o f . ~ 1 t ~6 .r ~ i ENGINEERING,
and State aforesaid, cartlfy that ,~~`fF.6tst-~e,..7lctu~'~ 4tIp111i11p/ LINE TABLE y I Isu I i ~t lasn q.n \ ~ I t4 hl NE LENGTH BEARING CCooKxiRa ~ 1 (x i 1as91oas ~ Q 1 ~11 as aa1 1 r PIANNING&
knawled ed the ?a1 ~ t u ~ .,,cdaneA ~ 1 TeX , • ` 4t/e9 w•n. 11 ~ d`'`I~ ~ ! 1 jl personally appeared before me this day and ac 9 ~ Q J~? L1 45.13 148 28 `'1 1" I ~ ' a/9 Krw 5+, ~j ,.19,. IN' ~ SURVEYING
ozecution of the (ornOnelr! Instrument. a`~ ~~w L't 41,17 7 ' v. , I ~ n, ~ " ~Y' r ~ l t~q smw , l' •z5'D~ • H~T~ 7: L3 75.85 N06 41 ~ a46 ~ ` ANAL G9NT I , 1 9~, ~ 1 ~,r • ~.~5'03 , nz2/
Witness my hand and official stamp or seal this /!tf' y ~ w L4 37,00 '4 " of 2001, ~ ~ ~ ~ c4NnAED aw tMrO I ` f / k~ , W ; T"-'=°°P
_ f " WLF/ . ~ (bi 9J,9aT N,It g ~ " 7t. f ~ ypy, Pi tw+. Pc -a ?a 503 sot 978 Trinity Rood _
-..i.e afar c `i ~ h t b ~ Uiitr ~ .rr ee, u4 / ~ I ! Raleigh, NC 21601
• ~oJ' ~wlw ~bUN 1~?~, ~ t- . ~ ;rata pt~NAec Es11r '~T w 4~ ! !
~ t /IllrnntnNd , a^~ \ _ tFUeucl • N! ~ ~ ~ t Td commission es ~ ~ q„p' >rc f rrxm all Pr6 Y KP , ~ W ~ ! h T 1 7, ~ r ~ I w~NT r l ~ 1 Voice: 919.854.0811 t ,
0 IRON PIPE/PIN FOUND Fax: [phone] ~%I frt~~ O NEW IRON PIPE/PIN
b \ a20 ova , •'f' ~ '4 ¦ CONCRETE MONUMENT FOUND enmoil nceaSSoci teS.not -ESOET 20' SAWART AND p CONCRETF MONUMENT SET 9
(6~ 4i r.~ $uAf,,. i / :'v° :ass qn.'"~ ,~o ?~,b....o~r 4o sAxnalrr AID ~ ! S '1~ . ~ O,a9 Dora ~ JrRN OR~IgN ~ kSYT i a ~ p, ,f ~ .{./19111iD9 fiBil 1094 D.Pc~501 EE'IT a NO POINTUSET MENT FOUND FINAL PLAT
"(U r 31 `~»1 1/~` a'` 1~. qaq `G \ iX`~~ ~ ~ 1 1 ` NCGS MONUMENT SIDE STORM DRAINAGE EASEMENT In
NOTES: IAantenance of puWk drainage easements lerminotes at the end of pipe/structure. r n 4~ f ~ (64~ w a it l/,eel pfl. I i7 3y J SSE SANITARY SEWER EASEMENT of ST SIGHT TRIANGLE
Remainder of easement is pnvate, ~ r o, r o,u r I , 9 ~ I:° mo be necessar to ~ ~ ~ ! (6'L ! O`~~ ~o r ~ 9rdtuNdunlWOE R/W RIGHT-OF-WAY
Stream buffers shall remain natural and undisturbed except as y Y Cwr ( ) r ins a facilities 1 +""""s 1 1 / ~ i ` 1! ->;'s+~J c " r p./Ot Iafl.~\ ~iP v mmodoie utilities and d a 9 "wk t 'W a.33 amr acco N/F NOW OR FORMERLY OLDE MILL STREAM P08 POINT OF BEGINNING
Nauss River Riparian Buffer Rules apply to stream buffer. ~ ~.,.•~a+"''~~„+~`w , ,at y~~,~~3 c / ~ ~ a Mo' \ ` DB DEED BOOK PHASE 4A BM BOOK OF MAPS
Recreation ro ulrement met by land dedication. ` ~ ~ ® ~ saes .an5\ i ~ q '~^v~~~~`_^ 64,,3'f' •+1,6°`. ~ a.2e era \ \ / 1 ' SF SQUARE FEET 16.26 ACRES PG PAGE
All casements are centered on utility unless otherwise noted. 4•pflD9 ose au ~ ~ ©3 ` (9.f.E • ~'I \ ° ,h°'~ \ v 51 ,M A 1 ; . ~ h (ef.T. -Z~~ & fl. 40' $T~11 ~ \ AC ACRES
b' t to a 5' utillt easement envelope, 1 , ~ la, 97~w ~ oAAw~ ; 4~ ? All 1049 9U lea y ` 1 \ \ tyr / (ef E _ • ~ Ewr %ru6N~yh k . , /
Reetrktive covenants are recorded to DB~...,, Pg 52 1 \'4r`~Pr a~. - , ~ / ' Fly, NORTH W06 Courtly
' Ct r0 ? 1 ~ \ ~TM1>r ]~10' aNaTARY ~ IYl/fl l No NCGS monument or other local control located within 2000' of wbp p peaty. 1 ZT' f ( Estlr (RlBllc) g. / Wake forest, NC 27587
DEVELOPMENT N/F 11 ~ 1\ ~1„v t ab br l ~p~~/ I
DOftALO R. souE ~ w~ , , ~Y r ~ BM 1994, i 6 PArn SotA-E F 1` ~ ~ ~ y0 'yh wwi ~ l~ae 1.a ! _ EM 1994, M sot DEVELOPER:
~ w M. 1888 PC. 1~0 ~j ? ` 'r \ 1
€ ~ P ~ _ ~ ~ 1 GRAPHIC GRAPHIC SCALF GOULD CONSTRUCTION CO.
_ 1 y ~ ~ ~ OPQ18~>~ I , . D 100 200 400 8334 Woke Forest Business Pork
~ ~`O la, ~ AC i .rvA f 100 0 80 100 1 TO BE DEDICATED hQ ~ A~.~,.I r, 1 Wake Forest, North Carolina 27587
g ~y ~IG81A, OI eY~la~ssti ti~ WAKE FORES~ i \ / ~ l_ 919. SS6.2S19
IN FE STATE of NORTH CAROLINA wo, f , ti ( IN FEET )
f WAKE \ ,r ~ : ' 1 inch COUNTY o d~ ? i~ ~ ti 1 inch 100 ft. „tgwwuunru c A Igoe"~%/,
Review Oftlcer of th6 Town of Woke ~ • I, Forest, Waka County, C, certify that the mop or plat to which this fir r~`y 1 ~40SS1
carti ation la affixed eta 011 statutory requirements for recording. q 2 ~ 8~v~Yor a Certiel S
a ~ f31''1 Cif R view fflcars I nature Dote ` I Jerem Ta w, aertp e 0 9 ~ ? ? Y >r I, Jeremy Taylor, certify that this plot was drawn under my supervision = [/J
FlLED fOR REGISTRATION frdn an actual wrveY Q ? recorded In Books rah from an actual survey made under my supervision (deed and description v p ; recorded In Books referenced); that the boundaries not surveyed are 9
~ ('AIMI ~ \ daorty indkated of dr 4' LaKwe N Riddi~k,lit ~ That tfie ratio of Drec ; sy~~vy O clean indicated as drawn from Information found in Books referenced that the ratio of precision as calculated is 1:186,300; that this plot i~i4 *
Approved f ording by the Town of Wake Forest Rp4ter Ot Deed6 LAURA M. RIDdCK was prepared in acco was prepared in accordance with G.S. 47-30 as amended. ///'~r~r~/rl,~llltltttt~
Pr'elented / RaAlp•ded fl11i6/IfM! 11:111111 REWAKERCOUNTYDS This it to certify that 8 This is to certify that this survey creates a subdivision of land within the area of a county or municipality that has on ordinance that UNLESS THIS DRAWING IS SIGNED
Dote Hoak ~ the area of a county WAKE FOREST *'._J- r ~1Z011 Pip6 : 11411 BY: regulates Darcels of N regulates parcels of land. AND DATED, IT SHALL BE CONSIDERED PREUMINARY, NOT FOR RECORDATION.
.c• aNNt?A F+NCt!'al ASST /DEPUTY q Witness my origfnd a ~ FpRT}4 of Auqust. A.D., 2001 Witness my original signature, registration number and sad this let day CONVEYANCE OR SALES, of August. A.D.. 2001.
r a is ~rro~ K F MAPS bQ PAGE DUNE 27,2001
• ~ ~r" VK;IN~Y..f~ RECORDED IN 600 0
1
S: IAAOWG1Dldmill\Phase 4651p1at~lh4arev,tlwg Wetl Aug O1 14: P3; 09 200! jwt@riceasSDCiate5,net