20080067 Ver 2_More Info Received_20080528

WITHERS RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO:
_3I\C'yUb:-et- 1vcA .
WE ARE SENDING YOU NCAttached via
? Shop Drawings Prints
? Copy of Letter ? Change order
COPIES DATE NO. DESCRIPTION
1 Lt0L1 L4(3

MAY 2 8 2008
QUALITY
WETLANDS AND 51 UKMVVt%l rR
THESE ARE TRANSMITTED as checked below:
For approval ? Approved as submitted
or your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
COPY TO:
? Resubmit
? Submit
? Return
copies for approval
copies for distribution
corrected prints
SIGNED: ,/ a
If enclosures are not as noted, kindly notify us at once.
LETTER 0IF UaRASOMO Tai
DATE Zg 108 NO. ZU?j I o,
ATTENTION C r ?\
PHONE #
RE:?

p - ooto? v2

C OL` r1 f the following items:
? Plans ? Samples ? Specifications
? Diskette ?
May 28, 2oo8
WITHERS 0,\ RAVEN EL
ENGINEERS I PLANNERS
I SURVEYORS
US Army Corps of Engineers NC-Division of Water Quality
Attn: Mr. Jamie Shern Attn: Ms. Cyndi Karoly
3331 Heritage Trade Drive, Ste 105 2321 Crabtree Blvd.
Wake Forest, NC 27587 Raleigh, NC 27604
Re: Alston Pond- Request for additional information p (g WV91
404/401 Certification and Buffer Compliance l?
W&R Project Number - 02o61457 MAY 2 8 2008
DWQ #: o8-oo67
USACE AID #: SAW-2oo8-oo68o ?NR.WptERQURU?
WETLWOS AND S70RMWAfER BRAN
Dear Mr. Shern and Ms. Karoly:
We have completed a wetland survey for the original Hilltop-Needmore extension and the
alternate (labeled as proposed on the attached maps) corridor, in order to quantify the
wetland impacts, determine which alignment minimized the impacts and how to move
forward with permitting for the Subdivision and for the roadway. The two alignments are
depicted on the attached maps for your review. Overall, the proposed corridor does a good
job at minimizing the impacts, and would require less stream and wetland impact than the
original alignment. Although, it appears that the proposed corridor could be shifted slightly
in the easternmost segment to further reduce impacts.
As per our recent meeting and correspondence (see attached e-mail), it was concluded that
Alston Pond LLC would apply for the roadway impacts needed to construct a 2-lane road
within the subdivision utilizing NWP29, and that this would be considered a single and
complete project. The Town of Fuquay would be responsible for permitting the additional 2-
lanes and the remainder of the roadway to the east, utilizing the IP process on their own
schedule. We have revised our site plans for a 2-lane road within the subdivision and a
temporary cul-de-sac at the creek crossing on the eastern property line. As stated in the
previous application (dated February 27, 2oo8), proposed impervious for this project is
expected to exceed 24%; however, the stormwater plans have not been finalized at this
time. Multiple areas have been set aside, and sized accordingly, forthe installation of
BMP's and constructed wetlands. We request that the NC-DWQ approve this permit
application, with a condition stating that impacts will not occur until the stormwater plan
has been submitted and approved by your office. The requested BMP Design Supplement
sheets will be provided in the Stormwater Plan submittal.
Please feel free to call if you have questions or require additional information.
Sincerely,
WITHERS & RAVENEL, INC.
Todd Preuninger
Attachments -
i) Revised PCN Form
2) Site plans/Hilltop Needmore Alignment
iii MacKenan Drive i Cary, NC 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenet.com
7040 Wrightsville Avenue i Suite 1o1 i Wilmington, NC 28403 1 tel: [phone] fax: [phone]
Brunswick Surveying 1 1027 Sabbath Home Rd, SW i Supply, NC 28462 1 tel: [phone] fax: g1o.842.8o1g
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. T)% - O O to 'V Z
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP's 3 & 29
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: ?
DD
II. Applicant Information
MAY 2 8 2008
1. Owner/Applicant Information
Name: North Broad Street, LLC Attn: Jeffrey Smerko -wATE KI ATERBRMCH
Mailing Address: 14600 Weston Parkway
Carv. NC
Telephone Number: 919-678-8800/919-818-2512 Fax Number: 919-678-8885
E-mail Address: jrsmerko(,ec.rr.com
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: Withers & Ravenel Attn: Todd Preuninger
Company Affiliation: Engineer/Environmental Consultant
Mailing Address: 111 MacKenan Drive
Carv. NC 27511
Telephone Number: 919-469-3340 Fax Number: 919-535-4545
E-mail Address: tpreunin-er(kwithersravenel.com
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
Page 1 of 9
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: Alston Pond Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): Pin #: 0658-53-7087
4. Location
County: Wake Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): Alston Pond
Directions to site (include road numbers/names, landmarks, etc.): The site is located on the
east and west side of Hwy 55, approximately 2500 ft northwest of the intersection of Wade
Nash Road (SR 1113) and Hwy 55 in Fuquay-Varina, North Carolina.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.6262765 ON 78.8132158 °W
6. Property size (acres): -148 Acres
7. Name of nearest receiving body of water: Basal Creek
8. River Basin: Neuse River Basin
(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/mgRs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is approximately 75% forested and 25% agricultural
fields. A small residential community is located to the north, NC HWY 55 is located to the
west, and Basal Creek borders the property to the east.
10. Describe the overall project in detail, including the type of equipment to be used: The
overall site includes the construction of a residential community. In addition a dam will be
rehabilitated to ensure that it meets the dam safety act. Large grading equipment will be used
Page 2 of 9
to install the infrastructure (i.e. roads, sewer, BMP's) and prepare the site for the construction
of residential homes and apartments.
11. Explain the purpose of the proposed work: The purpose of this work is to meet the demand
for single family homes in the surrounding area.
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. Wetlands were delineated by Withers & Ravenel during March 2007.
Site meetings were conducted with the NC-DWQ on March 9, 2007 (NBRRO 07-028) and the
USACE on October 30, 2007 to verify stream origin points and our wetland delineation. On
October 17, 2007 sign-off maps were submitted to the USACE for approval. In addition, a copy
of the dam rehabilitation plan was submitted to NC-DWQ for their comments. The NC-DWO
determined that impacts to the stream during dam reconstruction will be considered temporarx
The original permit application was submitted on January 8, 2008. On January 15, 2008 and
February 7, 2008 DWQ requested additional information regarding the Summary sheets for the
BMP's, road stubs, and the overall alignment for Hilltop Needmore Road. On February 27, 2008
a revised application including all previous correspondence regarding the road alignment as well
was submitted for your review. On March 13, 2008 a meeting was conducted with the USACE
DWQ, and representatives from Withers & Ravenel and the Town of Fuquay-Varina. At this
meeting it was determined that the permitting course of action would include North Broad Street
LLC applying for the two lane crossing associated with Alston Pond Subdivision and the Town
of Fuquay-Varina would apply for all future impacts associated with the extension of Hilltop
Needmore Road. This determination was based on the alternative analysis of the two
alignments. A map quantifying the impacts for alternative alignments is included in the
attachments.
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.
This is a single and complete project with no additional phases proposed at this time.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
Page 3 of 9
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed permanent impacts
consist of 147 linear feet of perennial/important stream channel and 0.326 acres of riparian
buffer for the road crossing (Figure 2)• and 0.095 acres of riparian buffer for the installation
of a road near (Fi re 4) the northern property boundary Approximately 0.05 acres of
wetlands and 49 linear feet of perennial channel will be temporarily impacted for dam re-
habilitation (Figure 3) to meet dam safety specifications
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
senarately list imnaets clue to hoth ctninfire. anrd flnndino
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
3 - NWP3 Permanent/Fill Forested No -150 0.05
3 - NWP3 Permanent/Fill Forested No Abutting 0.01
Total Wetland Impact (acres) 0.06
3. List the total acreage (estimated) of all existing wetlands on the property: 9.62 Acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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- To calculate acreage m„ltinly lanoth X iuMth fbP" ,1;-;A- 1- Al cAn
Stream Impact
Perennial Average Impact Area of
Number Stream Name Type of Impact Intermittent? t? Stream Width Length Impact
indicate on ma
( )
Before Impact
(linear feet)
(acres)
2 - NWP29 UT to Basal Crk Permanent/Culvert Perennial 3 147 0.01
3 - NWP3 UT to Basal Crk Temporary Perennial 2 49 0.002
Total Stream Impact (by length and acreage) 196 0.012
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Im act Type of Waterbody Area of
Page 4 of 9
Site Number
(indicate on ma) if applicable) (lake, pond, estuary, sound, bay,
ocean, etc.) Impact
(acres)
NA NA NA NA NA
Total Open Water Impact (acres) NA
6. List the cumulative impact to all Waters of the U.S_ resulting from the nmiect-
Stream Impact (acres): 0.012
Wetland Impact (acres): 0.06
Open Water Impact (acres): NA
Total Impact to Waters of the U.S. (acres) 0.078
Total Stream Impact (linear feet): 196
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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. Prior to site plan development,
the applicant requested that a detailed wetland delineation be conducted so that impacts to
wetlands and `waters' could be minimized. A stream channel bi-sects the property, and in order
to access high ground, impacts were unavoidable. Impacts were minimized by crossing the
channel at a nearly perpendicular angle and through the use of headwalls In addition the road
was tapered from 4 lanes to 2 lanes at the crossing to further reduce the impacts
VIII. Mitigation
Page 5 of 9
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 January 15, 2002, 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 NCEEP 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.
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.
Because impacts to perennial channels are less than 150 linear feet, wetland impacts are less
than 0.1 acre, and the buffer impacts are less than 1 /3 of an acre at each crossing the
applicant is not proposing mitigation. The applicant proposes to preserve the remaining 9
acres of wetlands to offset the wetland impacts needed to re-habilitate the dam.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wyM/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Page 6 of 9
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. 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 ?
3. 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 ?
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
2. If "yes", 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 multit)liers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 10,501 3 (2 for Catawba) NA
2 7,823 1.5 NA
Total 18,324 NA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Page 7 of 9
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
Because buffer impacts do not exceed 1/3 of an acre at each crossing, the applicant is not
proposing mitigation.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
The proposed impervious for this project is expected to exceed 24%; however, the stormwater
plans have not been finalized at this time. Multiple areas have been set aside for the installation
of BMP's and constructed wetlands. We request that the NC-DWQ approve this permit
application with the condition that impacts will not occur until the stormwater plan has been
submitted and approved by your office.
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.
Sanitary Sewer
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes El No N
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We do
no not believe that this project will result in additional development that will affect downstream
water quality. The proposed project will provide constructed wetlands to treat stormwater before
it leaves the site and maintain 50-foot riparian buffers along the stream channels If development
occurs on the adjacent parcels these projects will also be required to comply with the Neuse
Buffer Rules and the Town of Fuquay stormwater requirements in order to protect water quality.
XV. Other Circumstances (Optional):
Page 8 of 9
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).
S
Applicant/Agent's Signature / Dite
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
Pagel of 2
Todd Preuninger
From: Manuele, Jean B SAW [[e-mail]]
Sent: Friday, May 09, 2008 1:18 PM
To: Todd Preuninger
Cc: Shern, James F SAW
Subject: RE: Alston Pond
Yes, Todd, I meant the southernmost alignment. I was trying to provide a response without getting the file back
on my desk.
Also, note, you just sent an email that would have pertinent information that Jamie needs in order to process and
you didn't copy him on it, which goes back to my point of earlier this morning. You need to coordinate the projects
with the Project Managers.
Jean
From: Todd Preuninger [mailto:[e-mail]]
Sent: Friday, May 09, 2008 1:13 PM
To: Manuele, Jean B SAW
Subject: RE: Alston Pond
Jean,
Did you mean the southernmost alignment? The roads run east-west?
Thanks
From: Manuele, Jean B SAW [mailto:[e-mail]]
Sent: Friday, May 09, 2008 11:49 AM
To: Todd Preuninger
Cc: Shern, James F SAW
Subject: RE: Alston Pond
Todd,
I just got out of the meeting with Jamie to discuss the project and we also called Ian to make sure that DWQ had
received and reviewed the information and had no major objections. Therefore, we decided that Alston Pond can
proceed under a NWP as we had stated and the Town of Fuquay Varina will be responsible for acquisition of the
IP required for the thoroughfares construction. Accordingly, it appears that you will need to resubmit the PCN
application with the alternative that has the least impacts for the road crossing for Alston Subdivision (I believe
that is the easternmost alignment) with the revised impacts for a two lane road. Make sure that you coordinate
with Jamie and realize that it is highly likely that if impacts are close to the 150' threshold, we will add permit
conditions that require fencing of the work corridor and a pre-construction meeting with the applicant, contractor
and any subs working in jurisdictional areas with the COE rep, who will need a minimum of 30 days to
accommodate the on-site inspection. Please realize that should we get to the site and the project impacts as
identified in the field exceed 150', then we would proceed with an enforcement action of permit non-compliance.
You and your client can prevent this from happening by making sure that the impacts on the ground are as they
were depicted in the permit application prior to the pre-application meeting and reschedule it to prevent the permit
non-compliance issue should the impacts amounts exceed the allowable amount.
Also, in the future, while I recognize that I will sit in on meetings for the folks in this shop, you need to provide all
original correspondence to the appropriate project manager-this is to keep the file organized and the project
5/27/2008
WITHERS RAVENEL
ENGINEERS ' PLANNERS ! SURVEYORS
Site Access/Agent Authorization Form
Project Name: toe- ?
Pwpe /Contract Purchaser: da,4-.7 5 c, ti 1, (.
Address: U .°

Phone: -117
- -7 Z'`".1 -Z„
Fax:
Email: 1 rr 5 Wt' ?-r a f - G. re'. I hereby grant Withers and Ravenel, INC permission to conduct environmental
studies on the property described above. In addition, I authorize Withers and
Ravenel to act on my behalf as my agent when conducting site meetings and/or
correspondence CLe. permit applications etc.) with the USACE and the NC - Division
of Water Quality, if necessary.
G "4"-v+ 'RV a wr
F'4194+ ?I,
No , hn ow. a S,w
it t 'I t i

H -
all' Springs •
.,1i
7 t l I t 1411sr'f I
q
i' ater .h
_
- ? - _

L
e
?

. a
1
?
??' ;. - .sue F' ' •?
.
._ . ?.- -
_ :1P
? 4r
?
.
? ...
` t1

? l
. r

Fad-„
- -QgYF `, ? %` i ' ? •"-, ( i ? ??.?' .
.
_
-
1 Bags ?
_ L ¢ IV

•

• •?. - I
• .: _

I
? ' "- I
_ Subject Property
• ¢ , • ?
.t
` _
. ?

116 7 ,• `, .. r" -

J r
Feature E .
•
1
r
t ?_ { ,
-
t? t f
i -
1 X
'00, ?
#

-? r` 1 w Feature B st )? j ?fl

?
??r• - -?'f
..
` F...J„r-1fJ
. 1l Feature A fi
•J _ 1-
?
..
CFTl .
.. 1
A
4`?

- .6-

.
Tovef

4, -14V

l I 4 " _ Country 104

WITHERS L\ RAVENEL
•"•
FN f.IHF'RS PI 4NNFRS i Si.RVFY t,RS
111 MacKenan Dnve Cary, North Carolina

telephone: [phone] vww.withersravenel.com '' rr.
t '?
• 1'tI _,l •

•• ?t - 1
a .fir 1
r?•:- i-

'
000 1
000 0 2
000 3
,
,
, s
Feet
1
1 inch equals 2,000 feet .
i
,
\06\061457-FSD Adams Fuquav i'ract\-GIS\USGS.mxd '
{
.74
\ keBp yyo . p GgG2., CgB2 G$Q1 CeF wn LdC2 Ce
Nob o CeC2 Ge CeC2-. Gu CeF
Ho ring Me ?r ?ti / = ?. I CgC2. ` LdB2 CgB2
1 ti op G? LdB2
v APC ?6 G ?:' %CeD Cm / a *' ° CgC2
Ra ApC
o -
?'?
\ APB2 LdC?. "CIE3 W? :CeF
9 G2 CeC2: CeDP??
I Ge CeC I \ f S° Bass Lake s 1, 9 3 C
00 Ap6 `± N N CgB2
ro AgB;?- Ce -\ CeC
.: AgC2 Ao62 O CeF C4E3r Q
0P CeB2 mQ 4 -.
A9B2. ' CgC2 V ?.
-, /? APC2 Me ! ° LdC2 4g6
AgC2
CeF
AgC2 \ L ;' CgB2 Cg62 Cie3 LdB2 CeD Ag
\? C\ ?( CgG2 qp AgC2 ?
e0 B G 1 `°° CgB2
\ ApOAgC2 ?. r Ce0 \ NOB
P
APB2 -AB82
?L. JCIC3'. Ag6 \
YAgC2 Gel ?I1!0 CeD \ CgC2 AgC2 `
CgB .
A8C2 CeC f AgC2 Wn CgC2 = CgB2 ) 0T CgC ' C \ ti
CgG2 CeD ?... - / m
rB2 : o Q Ag6 CeF P CeF o 'C \ O G G=g2 a W. e
NoB
f '??' CgG2
AC APB Cep / C9C2 AgB CeD CgC2 ApCP
_? -
\
Wn \J
\ -7- Ie? ?- Wo 'j Ag6 CeF CgC2
Gu •` ? QQ
Ag6 AgC Ag82 eD
I OrB APB2 CgC c A982
OrB2 \ No6 Or NoB CeF CeD Ag62
62"_\
•- OrB
AgC2 OrB2 M~= Ag6 0 ?'? NoB \\
Me \ OIC2 ` Ce0 A9C2 \'\
OrC2 n !' APD ` ` \\
' No6 i C FaB2 Or82 0 NoB CgC2 CeNoC \\
Or62 _? ? \\? Pq' '
1 G ?I
AgC2 NoB2 AgB2 CgC2 Cg6 AgC2 WaA
n
gC2 APC2 Ag6 / Vo6 NoB
Go \? - AgB2
/ OrC2
CeD Me. WaB
?. WaB ?' ?Q \? .° ApD Rgg2 \
KWo t? CgC j eF aG
\ B I a? / egC2°° \ AgC2
\ \ /APC CgB \ e / NoC WO`
/ CeD Wo 1 'T \
CgC2 \ -t CeD ?Me B /?-_. _ No6 AgC y OrC2 0 WaC
Q
CgB2 r
\ - l ?e aC
WmE ! CgC2 APD
CeB e CeD WaC 1 Wa6 \N o8
NOS APC2 APC ?. `\ 9p0 `WaC WgA ` No
1062 _\ \ \\\
U 'ice--- Or62 WmE Ag6 APC \ Wa6 2 Wa6`
No6
0
O .e
3 ° ApB2 PQO ? ApC2 UY \
ti d
h62 G?V WO. ° No6 Go O Wa6 \\• o c 1t NoB
AgC2' ?NoB WaB .0 Wa
01 AoC \ APB CgB2 GSG o NoC
W. APC2 WgA Wa? C
?? CgC2 / WaB Ra WgA WaC 3 \ NoB
WaB WaB
NOB G o1? Me I- ,
CeD / NoB / NoB 3?a
APC2 wo
APC / No C
,
mp /
?. WaC APD WaB .` WgA
APC Ra NoB WaB `
SF x `
N C !y? / . \ :, Air 'n WgA
Wa6 WgA o8 AP2 Wgq
WITHERS RAVENEL Drawn By: Scale: Figure No.:
ENGINEERS i PLANNERS I SURVEYORS FIGURE 2: NRCS LT 1 1,320' 2
SOIL SURVEY
111 MacKenan Drive Cary, North Carolina 27511
Alston Pond Proj Manager Date: Job Number:
tel: [phone] fax: [phone] Wake County, North Carolina 1-04-08
TP 02061457
www. withersra venel. com
OF WArFR Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
MAlan W. Klimek, P.E. Director
'l Division of Water Quality
4?
r?rr`CI\/Cfl
March 20, 2007
Mr. Todd Preuninger
Withers & Ravenel
111 MacKenan Drive
Cary, NC 27511
MAR 2 3 2007
Withers & Ravene)
NBRRO 07-028
Wake County
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 2B .0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Adams Fuguay Tract
Location/Directions: located north of the intersection of SR 1398 and NC 55, south of the Town of Holly Springs
Subject Stream: Basal Creek and UT's to Basal Creek
Date of Determination: 3/9/07
Feature(s) Not Subject Subject Start @ Stop@ Stream
Form Pts. Soil
Survey USGS
Topo
A X (not contested) Throughout
property X X
B X (not contested) Throughout
property X X
C X not on maps)
D X not on maps)
E X Flag El (origin)
and Flag E
outfall of and X X
F X X
G X X
H X X
I
X X
J X Fla J X
Note: A portion of feature A is a beaver impoundment. A 50-ft buffer should extend from the mean high
water in this impounded area.
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be NOOe Carolina
toldly
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet h2o.enr.state.naus 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Adams Fuquay Tract
Wake County
3/20/2007
Page 2 of 2
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly , DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. 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
determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Lauren Cobb
Environmental Specialist III
CC: Wetlands/Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
Central Files
t471 Carolina
a!!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmative Adion Employer- 50% Recycled/10% Post Consumer Paper
i•
k Sf? ? ±

1

5S 1 •r t?; ??? ?A,• n
OV. _ v/.•
R ,Q•:. • t i:4f
ZGJ 0-11
{. ?j .
?: .:?•• .k-+ Rim 3<??'.: •' i 1 ?.2 ? .+f`?'?i.

.:; . Holly Springs t 4
If
Lukr
Cd1_ "v
I
• N f
Lake
Subject Property
' • Feature E - - o `,r 1 . • _ 3
•.` _ _ -_ ,? _ i Cry _ _ •? _ _ _ ? ("?.,,`??
:enr ,• y •?^r ?- ?? QI r_` _'' ?. Feature A
'it 10
•'? .r , ;;•t ?••F? -- - Y. • ? t+ ? ??„? ? ti - - ; ; _ l ' • r y r ,j 4• L'>t
?r`.• '?` 11 - +-r. ty3' - _ i 4 . -? r. .; >•??? ` fl1 , •r 1 .
. -?. `try - •?•_ .Rirt i t. .',c } ?1•_ _
vJ.? Tow-" f w r = ?. ±
> ti SIvwR?+ t _ rr.
11 A
WITHERS RAVENEL - ,- '? -
FN:IVFFei 1 i?wNNf R? S,.RVFY lRS tf rr' ,) ?1 ^ t?
ttt FMOKcnan Omc Cary, North Carx;4ina :? •. ti - t' I ')
telephone [phone] •aNw..vih*rsravenel.com ... r 1 .- •. .+?
2,000 1,000 0 2,000 !S ? • 9' • ?' r ? ~•+ _
Feet ; 4 nwtts.?a_ "? t
1 inch equals 2,000 feet
06\061457-FSO - Maros ninuav 7•arF•(;IS,LS(;S m.d - t - .. •r ;u' F Y _'"•!i 1 1
? + I
\ ` _ I~ I O I / ? / _ Ij i Feature H ``` ,? r ! ?/ / ? r ; 1? / f i J`;
^ J ?
Feature D / t I 1
Feature E
t`---
1 It
ftr.??w , '1 . r !/? .__• ?" J rr r / t`
I 1 i vr<. v
•r tt l ? t t i :? ?J t ? r ? '-?t 1? ?t r .?
AO _ -
sj t a`I Feature I `----
t Feature F Feature E l _
J FeatureC _
o ti? Feature G 1 -
FFeature B -T-- - / y I!\
\i j,\ Feature A
Feature J _ t
I. + l •`??- / I ??11` /" ^??_ _ f yj i l r / %` _- t?.1 t h ! Jr It J
?? :.,.w. - ?"• / r ?! i C, \ \ It rr / ?; / i ? ?? `, t \\\ ? ,? ; ?\ -- -
f•
Legend
c
1
•. .. 1 - ,. ? t\ ' ? _ _. _ ..x?,,. _ _ r t f • I ?.- ? <. . /- -, talon Of Tho U9 rbrNrUY SuUJoW To Nouw W pure N,Mor Rules (1.0. poAnW slroanl -rM Paodal Must Bu GwAimgO BY INYQ a USACEI
/ r / r^
_ .\ _ '_ _ __-_. r ?.• 11` 1 it l 1 l _ `? Aue"EwIwWE
Feature A rolard Wadande Of The SW* (NenJUdsdktlo"; Must Bo Carlirnmd By USACE)l
- ? ---- , t r., -'
Su*Cl Propsdy
I I
,, 1 ! 1, ?'?., v---•1?" --_. ?. A i 1r i NWandq W.1Bu C.M-OdSy U&ACEJ
WITHERS .?i RAVENEL --, IPA i I ~~ J lu fed afoot Poles petadruy subpa TO NOUeo wpeme/leis [Mug mcaMmod By OWOausACEI ( r4-p.upenyilne
IeInY Chr,na PaOaM,stW swpCI To N-, Ri
........? _ -•- ', I ( tt 1 t`t _ perrneutton (Must m cone,mm By pWO a rFSACEI c
1 00 goo 0 400 - -
Fccl un,npon II I?m?ifb?M Swam IMU?a fW CoMimnd By DWrtS USAGE
1 inch equal 400 "I". ? / ? 1 1 1 1 `'? ? -- -- - ---- - -
„a. ,, v,. ?..,.. - r / / r I ? \- IWetiand locations are approximate and subject to change based on additional fl.1,1-nrk nr tdo .oom,. - o,irh ucerc .,. P--
08- 0 0 Io"1 VX.
FIGURE 4
--- - ----- ----
% Z
_ (1
CLIFTON G. 6 AWEII 1, 1-1.
C9 5922. PG 851 I ?- ° / }Vt•• -,? I
PINI 0658.03-33-5805
ZONING A- 2 -_ 1 L
,E ( 1
M/F
CARD 2290. ADAMS JR_ / / I II , I
--i P6 73
PINf. 0658.01 53 7087
1 \ ZONING: R-40 IFVI `,•': C / 1 1 NlF
TRACT 1 AREA: JAAES CARTER HICKS III 6
6005315 SF v / r1CNAEt ROME NICKS
137.86 AC. PINUP 170658 0467356390
\ ? l0 ZONING 9 Ifvl
1 / \ 9
FIGURE 3/' r
I
%
DAVID P. b JAN J
1"a \ Y
REBECCA SOUS 1I(
W 8865. PG .,j /-lY `'? !`• ??`\ \/ ``'\ / /c?Y
IxSm 01. PG] 4 166 ?? 1 \ y ?. •?.. 7`• -
aAVID. ADAMS ( < l
OB 792. PG 357
PIN4' 0658 03-21-7810 Y \?a ?' -\ qN?\f \' j / Y Zr
ZONING: R-401FV1 J`
71
\ NA
4 r
, U
,.
%
2
Vy * .
JANE CARTER HICKS III 6
N A11 JER Pr NICKS
- ? I 08 11917 W 2577
SITE DATA
WAKE COUNTY PIN y: 0658.04-53-7087
PARCEL SIZE: 137.86 AC.
WETLAND AREA
000
0 0 ZONE 1 NREI IMPACTS - PERMANENT
ZONE 2 NR8 IMPACTS - PERMANENT
STREAM IMPACTS - PERMANENT
1 2• _ ?.tl INf: 0658 04-77.6390
\V v j1•:', ?? y ?,. Y I ? 1 .'. f? I ZONING A-40 6V1
a, 9 3.
tM Y L a '? t i-..-? 1
1 `1f. X
I F? Y ?? I ., x u \-
N!f -
DAVID N. WRNS \ . •''? V I / ! - N/F - : I
792. PG 357 II n!F \ ;g 31:i j I VERNON EVANS
PB \
VINE 0659 07-21-)840 1 CaRl11E 0. WINS. \'S y-1,. .f / 08 1388, PG 305 /x
OB 2290 PG 73 \ \^? g ±I,} ! PINI 0658,03-41-7514
\ - / 1 Y A0.1 L b PAMELA C 7ATU \\\
1O41NG. R-40 IFVI PIMA 0658 0/-53-1087 `* ZONING R-40 IFVI N/F L7pg
1, 11 1 1 I 13 \-^ ANTHONY RAY b GEORGia GILES C( -PL '- PAMELA C 8 JGw7- 8.71999. PG 129
ZONING R-40 tfVl 1
v \.. - 18 8247. W 589 NAYrE TATa94
TRACT 2 AREAL \ \ - - _ - - ` . - \ . ^ )999 W 129 / pB 8247. PG 59291 !j ! • ,PIN
4 40 ff-O631
322569 SF P11n. Q858 a51-5359 PG
8. 1999 1
20NINP-60 FV4' AIW-06584d?51-9333
12 2(WI.G. R-40 S.h
GRAPHIC SCALE
300 0 150 300 600
?t 1 inch = 300 ft.
No. Date 8 Oh"N.' spa
RAVENEL
ALSTON POND WITHERS
Ch- By "'"""°
bn ",
"" a-a BUFFER IMPACTS ENGINEERS I ?LANNERS I SURVEYORS
I i ??l *
.p4 1051457 M.K---C"r.NOnn CarM?n=a>sn ?II Ill
aaV-v
yy RIPRAP dt SCOUR HOLE
000 ZONE I NRB IMPACTS - PERMANENT
0
0
ZONE 2 NR8 IMPACTS - PERMANENT
STREAM IMPACTS - PERMANENT
PROPOSED BUFFER IMPACTS
BUFFER - PERMANENT STREAM
FIGURE# ZONE1 ZONE2
(SF) C) (S M
2 8,999 .
0.2066 5,210
K0.1196 GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 k.
WITHERS &- RAVENEL
ENGINEERS I PLANNERS I SURVEYORS

IMPACT SUMMARY TABLE
IMPACT TYPE SF LINEAR FT.
# (CH and WL) (CH only)
1 JW 2,240 N/A
2 JW & CH 639 48.6
1"=50'
150
No Revision Date Byl Designer Scale
Hgure Na
W&R 1"-50' WITHERS RAVENEL
Drawn By Date
DOII 12/13,07 AKINS LAKE DAM #2 REHABILITATION WETLANDS IMPACT MAP ENGINEERS I PLANNERS I SURVEYORS
I Checked By Job No 111 MacKenan Chive Cary, North Carolina 27511
". 1EP 061457.00 WAKE COUNiy NORTH CAROLINA tel 919"469.3340 wwwwithenravenel.com fax [phone]
- --------- = ------ r- - U u 0
WA L#3-
173
iLn
174 C Co
Ln
I ?
'r
17 5 ?, ,?
lil I ?
i
No, Revision Date 8 os??w.? s,i.
W&R i' 30-
.,R
0 = /011/16 ALSTON POND
Ch-- BY bb Nn
MpX 106N]7
%u Iti
W

71 RIPRAP do SCOUR HOLE
000
00 ZONE 1 NR8 IMPACTS - PERMANENT
? ZONE 2 NR8 IMPACTS - PERMANENT
STREAM IMPACTS - PERMANENT
PROPOSED BUFFER IMPACTS
BUFFER-PERMANENT STR
FIGURE
#
ZONE1
ZONE2 EAM
(SF) (AC) (S F) (AC) (LF)
4 1,502 0.0345 2,613 0.0600 0

\ \ GRAPHIC SCALE
\ 30 0 15 30 60
1 inch = 30 ft.
Ill v ?/
WITHERS &- RAVENEL
BUFFER IMPACTS ENGINEERS I PLANNERS I SURVEYORS 4
an Dive fvy,NwiA Cvaiinnl]S?l M1]6WA w

o8- ooto1 vz

?i

N

d
is
50 Elf- NEUSE BUFFER
i
1 7-" SHEET ? ?4
WETLANDS
0
74
SHEET 3
NEUSE BUFFER
1
I
1
I
f1 '
ALSTON POND
North Carolina
SHEET
i

SITE DATA
WAKE COUNTY PIN y: 0658-52-3920
PARCEL SIZE. 137.44 AC.
WETLAND AREA

WETLAND IMPACTS - PERMANENT

STREAM IMPACTS -PERMANENT
,. ZONE) NRB IMPACTS -PERMANENT
ZONE 2 NRB IMPACTS - PERMANENT

HILLTOP NEEDMORE EXTENSION IMPACTS
WITHERS (- RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
I 'r rw 1-, n' 1h C-11.m 115n rd II1-19HU 11 :115-I qR rn
1
PROPOSED STREAM, WETLAND, AND BUFFER IMPACTS
STREAM WETLAND BUFFER
IMPACT PBRMaNENT
SHEET NUMBER PERMANENT PERMANENT ZONEI ZONE2
ISFI IAC7 ILFI (SF) IAC) ISF) JAC) (SF) IAC)
2 01 551 0.013 116 ' 190 0179 5,161 0.119
- i,3-`^.' 0. iG9 9959 w167
3 2451.1 00.`6 115 ?.2 5:2- 6P52 0160 4111 0,1 0.
4 I bG'A - 0O24 1:6: 7 0169 d,"!69 x109

6 03 11.062 0.25
- Od 9395 6216 100 10254 0.24 6047 0.199 8410 0193
B C` `?
nmd ?u na1
•a n £JO NA:6? 0.194 E44L STF
TmaLS 9 14609 0.350 914 111,000 1.00 60,130 1.180 x,104 1012
TOTAL OPIG ALIGN 6 11,215 0.167 199 68669 1.58 V.-
- 0.696 21,497 0.662
AI.PIroP_aUGY a 4,13 _010{ 47d 6],416 1.23 29,688 .6 T I96D1 cI Ew,
,
50 FT. NEUSE BUFFER /
SHEET
6
"r> WETLAND'.
?$9 SHEET 5 ,
50 FT. NEUSE BUFFER- ' {•
'00.'GN
SHEET
2 50 FT. FUSE BUFFER
WETLANDS
nru6^r• WkA '
On,•.0y D.rv
WkA 1
Cha4,nl By

N/
NORTH BROAD STREET LLC } \\ '
DB 12671, PG 0810 \\ '
PIN#: 0658-52-3920
ZONING: R-8 (FV)
TRACT 1 AREA: -APPROXIMATE LOCATION OF '
5986886 SF \\`\STREAM & BUFFER IMP
137.44 AC. 0-1
lie CD
WETLANDS
??G ?R' \?F? ?? tiR FqM 1
?MPA=
SN@eT NUMBER
BiRBAM I wE1LAN0
El WETLAND AREA
WETLAND IMPACTS - PERMANENT
ZONE 1 NRB IMPACTS - PERMANENT
`\\ ZONE 2 NRB IMPACTS - PERMANENT
¦ STREAM IMPACTS - PERMANENT
APPROXIMATE LOCATION OF
p 0 ` ` STREAM & BUFFER IMPACT
P-1
/ \ \ \ GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
No.
Revision Ell °e,?w?e. 4me
yll t .77 III no.
ALSTON POND HILLTOP NEEDMORE EXTENSION IMPACTS WITHERS RAVENEL
cn„?„lay ?µ, ENEINEERS I PLANNERS 1 SURVEYORS
MIS??7 Nakenvn Drive Cny, NnelA Cvolinv tlSli Iv1:9i9a69JJb is -46761- w.xnMracntlwm 1 11
N / F
NORTH BROAD STREET LLC y, N, N, y y
DB 12671, PG 0810
PIN#: 0658-52-3920 N/F 41 ZONING: R-8 (FV) JOSEPH CARTER HICKS III 5
TRACT 1 AREA: MICHAEL JEROME HICKS
5986866 SF N' N' N' Y DB 11913, PG 2577
137.44 AC. PIN#: 0685-72-8778
?L L L y \1/ 14/ \1/ \1? y y ZONING: R-40 (FV)
9
y y y y y y ?

y WETLANDS

y y \1/ y \Le NV ? Nil

\V ? ?
? y N

IMPACT
SHEET NUMOM
PROPOSED R.O.W. ?, /w /w •? w - - - - - -
\\`? /*/ APPROXIMATE LOCATION OF
PROPOSED _.,/ STREAM, WETLAND, & BUFFER
?\\\\ ?,/ / / \\`\ y y IMPACT P-2
ED STREAM, WETLAND, AND
STREAM WmAND
WETLAND AREA
WETLAND IMPACTS - PERMANENT
1 ZONE 1 NRB IMPACTS - PERMANENT
`\\ ZONE 2 NRB IMPACTS - PERMANENT
¦ STREAM IMPACTS - PERMANENT
_ APPROXIMATE LOCATION OF %`\?`\ r \?`\
STREAM, WETLAND, & BUFF-E -7
` - -
ALIGNMENT IMPACT P-2 \\ / , ?,? ,• ?? •v
NV -I-
A"
?_ L?
I Iti I ? ? ? ?
J ? W
N/F
PAMELA C.TA tJFOHN WAYNE N/F
ANTHONY RAY CURL N PAMELA C. TATUM
DB 8247, PG 591 BM 1999, DB 11506, PG 1052
PG 129 / BM 1999, PG 129 GRAPHIC SCALE
PIN#: 0658.04-60-3631 50 0 25 50 100
PIN#: 06: R 40 (F (Fv) 33 / ZONING: R-40 (FV)
ZONING: R-40 V) 10
11
1 inch = 50 ft.
ENGINEERS I i
No.
Re?ision Date B --ssa
ALSTON POND HILLTOP NEEDMORE EXTENSION IMPACTS WITHERS RAVENEL 3
eyNO PLANNERS
ff I SURVEYORS

N/F
JOSEPH CARTER HICKS III 6
MICHAEL JEROME HICKS
OB 11913, PG 2577
PIN#: 0685-72-8778
ZONING: R-40 (FV)
9
IMPACT
9XEET INUMBER

\ 0
\ z0 \ NRe sr
?F 2 \ tic
1
1 1

i
a
G
`O
p
V
P '
i

E
10OPOS
i
APP IMATE LOCATION OF PROPOS
EAM & BUFFER IMPACT '
N, PP
sTIw-AM I wuuvm
WETLAND AREA
WETLAND IMPACTS - PERMANENT
/ ZONE 1 NRB IMPACTS - PERMANENT
`\\ ZONE 2 NRB IMPACTS - PERMANENT
STREAM IMPACTS - PERMANENT

GRAPHIC SCALE
50 0 25 50 100
i inch = 50 ft.
wire 8v III
oo??a Fa?a .
l . w• r„„xo.
ALSTON POND HILLTOP NEEDMORE EXTENSION IMPACTS WITHERa RAvENEL
cnma er H,n xo. ENGINEERS 1 PLANNERS I SURVIVORS T
All 70/1U7 MxKman Drive C., N-hC., -llS1, ,C:.919.169.1110 -vin 6-8 .. venl.mm
a
A
8
E
Y
__\
\I- Al \11
PROPOSED STREAM, WETLAND, AND BUFFER IMPACTS
STREAM WETLAND BUFFER

SHEET IMPACT PERMANENT
NUMBER PERMANENT PERMANENT ZONE? ZONE2
SF) (AC) (L
F) (SF) (AC) (SF) (AC (SF) IA
5 0.2 643 0.015 27
1 31,327 0.72 7,890 0.181 5,869 0.135
00
y
WETLAND AREA
WETLAND IMPACTS - PERMANENT
ZONE I NRB IMPACTS - PERMANENT
`\\ ZONE 2 NRB IMPACTS - PERMANENT
® STREAM IMPACTS - PERMANENT
?\ \\ APPROXIMATE LOCATION OF
STREAM, WETLAND & BUFFER
\\\` , i \\\???\` IMPACT 0-2
3

2
B
R
8
8
1t
WETLANDS
ORIG?NA ' N / F
L V JOSEPH CARTER HICKS III 6
MICHAEL JEROME HICKS
t ?? 1 P L v P 8 11913, PG 2577
0685-72-8778
f 1/ N/ N 1 H 1 ZONING: R-40 (FV)
i ? r 9
N/F ?J/ \1/ y y
NORTH BROAD STREET LLC I I w
OB 12671, PG 0810 I 1 1 L y
PIN#: 0658-52-3920 m N I
ZONING: R-8 (FV) IQ: Z I l 1 v
TRACT 1 AREA: Z Z ZI
5986886 SF 1 GRAPHIC SCALE
N P
137.44 AC. I? 50 0 25 50 100
0 0 \,/ z oI
?N IN I W I.I NI V` U L L L V 1 inch = 50 ft.
No. Revision Date 6 °awr sm. WITHERS
1N1 I b' flwreNn
Diiwoe ..1 ° 1,n01 ALSTON POND HILLTOP NEEDMORE EXTENSION IMPACTS RAVENEL
cn<na ey im w,. ENGINEERS I PLANNERS I SURVEYORS 5
NOIf 7011157 Mx[eoaOdro cxv. raom amN.nsil id:91469.llW I• rvsululoe wwxwlmorr..md.mm
WETLANDS
PROPOSED STREAM, WETLAND, AND BUFFER IMPACTS

STREAM
WETLAND BUFFER
SHEET IMPACT PERMANENT
NUMBER PERMANENT PERMANENT ZONE1 WNE2
(SF) (AC (LF) (SF) (AC (SF) (AC) ISF) IAC
8 0.3 11,062 0.25
APPROXIMATE LOCATION OF
WETLAND IMPACT 0-3 pRIG?NA? R'O• •
p?
ALIGN'vl
ORIGINA%

WETLAND AREA
WETLAND IMPACTS - PERMANENT
ZONE 1 NRB IMPACTS - PERMANENT
,%% ZONE 2 NRB IMPACTS - PERMANENT
® STREAM IMPACTS - PERMANENT
N/F
JOSEPH CARTER HICKS III 6
MICHAEL JEROME HICKS
D8 11913, PG 2577
PIN#: 0685-72-8778
ZONING. R-40 (FV)
9
GRAPHIC SCALE
50 0 25 50 100
IL 1 inch = 50 ft.
No. Revision Date B DrAPa tq,o-
Maa f . b' v?6??. rva
WaR 04/11 /00 ALSTON POND HILLTOP NEEDMORE EXTENSION IMPACTS WITHER8 RAVENEL
cnKyNn rolrrva ENGINEERS I ?LANNtRS 1 SURVEYORS
-0- $061151 III MaA(onao Drive Cvy, NnnM1 CvrMna USII re: 719 g6411r c 9t 9g4)bINIB www. wilM1crnvonelmm
N/F
PIN#: 0668-03-0072
PROPOSED STREAM, WE LAND AND
SHEET IMPACT STREAM" WETLAND
faime i PERMANENT PERMANEN'
(SF) (AC) 1 ILFI SF A
7 0-4 9,395 0.218 100 10,254 0.;
'STREAM IMPACT 0-4 IS AN OPEN WATER IMPACT
WETLANDS
'? REAM • ?"'_ /
\ \ \ WETLAND AREA
WETLAND IMPACTS - PERMANENT
ZONE 1 NR8 IMPACTS - PERMANENT
Y {L `L L L ?L EXIg?IN L L Y L j y I /\\\\ \\\ ZONE 2 NR8 IMPACTS - PERMANENT
y y ?y y y ji y y y ?? ?y \ / / / / \\\\ ¦ STREAM IMPACTS - PERMANENT
i
a
I
R p OPEN WATER IMPACT
ORIGINAL
AL APPROXIMATE LOCATION OF
ORIGIN STREAM, WETLAND, & BUFFER
IMPACT 0-4
N
T 0 N
NMEN ___----- N N zI of
SIG z o ?? z
?I
A Im ?
I ZI N
IGINAL_R.O - - 03 I o
I
I I
I I
EXISTING POND J I I
I ?
I
N/F
JOSEPH CARTER HICKS III
MICHAEL JEROME HICKS
08 11913, PG 2577
PIN#: 0685-72-8778
ZONING: R-40 (FV)
9
GRAPHIC SCALE
50 0 25 50 100
INNER INNER- INEMIL--- I
i inch = 50 ft.
No.
Revision Date By 11--,
N11 1' . !0' v?e?,. rvn
°r ALSTON POND HILLTOP NEEDMORE EXTENSION IMPACTS W?THER8 &- RAVENEL
cn,:d?i er pn w. ENGINEERS 1 PLANNERS I SMEVlC04f
.1--
011 7041451
PROPOSED STREAM, WE LAND AND
L L L \ SHEET IMPACT STREAM WETLAND
\ NUMBER PERMANENT PERMANEN

y y
\ SF LF A
8 05 628 0.016 158 18,021 0.
"
` P1 481. 0.011 128
30,674 0.
WETLANDS

0

_ y
'A ?.?
? 10
?
S APPROXIMATE LOCATION OF
WETLAND
EAM
& BUFFER
RP OPOSED R,O.W ,
,
IMPACT P-4
PROPOSE \ 1 a WETLAND AREA
D WETLAND IMPACTS - PERMANENT

' TrNM
A
ZONE 1 NR8 IMPACTS - PERMANENT
E \\
; L ; /
\ \\\ ZONE 2 NRB IMPACTS - PERMANENT
PSD R? W
MR2 y y \
\
\?`\
' / \
/ - ' / / ; \`\\
/ - ¦ STREAM IMPACTS - PERMANENT
\ / F
?
?
ORIGINAL R.O.W.
ORIGINAL `
`?\
ALIGNMENT APPROXIMATE LOCATION OF
STREAM, WETLAND, & BUFFER
IMPACT 0-5
- - - - ORIGINAL R.O.W. APPROXIMATE LOCATION OF
WETLAND IMPACT
0-5
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
Ngmsion Dale By I °e,- /UF,k I . ow<ro.
°' ALSTON POND HILLTOP NEEDMORE EXTENSION IMPACTS WITHER8 RAVENEL R
c--ey wnn.. ENGINEERS 1 PLANNERS I SURVEYORS 8
WDH 20i.e1 °nvoC niF Laidina tlii iW'.9 65ll.a wiiM1erv?GOl.mm