20041531 Ver 1_COMPLETE FILE_20070831

r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 21, 2004
Ashley Turner Development, LLC
Attn: Ms. Deborah Johnson
Post Office Box 160
Clayton, NC 27520
Subject Property: Pleasant Farms Subdivision
DWQ Project # 04-1531
Johnston County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Ms. Johnson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.04 acres of wetlands, 82 feet of streams and 4,643 square feet (ft2) of protected riparian buffers
for the purpose of constructing a residential subdivision at the subject property, as described within your application
dated September 9, 2004 and received by the N.C. Division of Water,Quality (DWQ) on September 13, 2004. After
reviewing your application, we have decided that the impacts are cov('ed by General Water Quality Certification
Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 when issued by the US
Army Corps of Engineers (USAGE). This letter shall also act as your a?proved 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, and Non-discharge 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.
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 82 (feet)
404/CAMA Wetlands 0.004 (acres)
Buffers 4,643 (square ft.)
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

None Carolina
)Vatura!!rff
Ashley Turner Development, LLC '
Page 2 of 3
September 21, 2004
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 sedimenil and erosion control Best Management
Practices, shall be performed so that no violations of state wateiquality 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.
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
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities
through the protected stream buffers and will not re-concentrate before discharging into the stream as
identified within 15A NCAC 2B .0243(5).
7. Deed of Notification
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters aand
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/Wedands Unit web site at http://h2o.enr.state.nc.us/ncwedands.
Ashley Turner Development, LLC
Page 3 of 3
September 21, 2004
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 John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
AWK/bs
Enclosures: GC 3404
Certificate of Completion
Sincerely,
r?
7 Alan W. Klimek, P.E.
cc: Lee Hines, Southwind Surveying and Engineering, 201 Glen Road, Garner, NC 27529
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 04-1531 Pleasant Farms (Johnston) 401

WETLANDS 1401 (;aOUX)
Office Use Only: -'' d 6 ZU04 Form Version May 2002
USACE Action ID N WATER QUAL ITY SEC
Tion DWQ No. 0 4 1 5 3 1
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing (33 i wv
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? . Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
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: ?
IL Applicant Information
1. Owner/Applicant Information
Name: Ashley Turner Development LLC Attn: Ms Deborah Johnson
Mailing Address: Post Office Box 160 Clayton. NC 27520
Telephone Number: X919) 773-8566 Fax Number: [phone]
E-mail Address:
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: Lee R Hines Jr PE Mchie)
Company Affiliation: Southwind Surveying and Engineering, Inc
Mailing Address: 201 Glen Road Garner NC 27529
Telephone Number: [phone] Fax Number. [phone]
E-mail Address: [e-mail]
Page 5 of 12
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 MRCS 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: Pleasant Farms
2. T.I.P. Project Number or State Project Number (NCDOT Only): NIA
3. Property Identification Number (Tax PIN):_ 1604-24-5303
4. Location
County: Johnston Nearest Town: Angier (Harnett County)
Subdivision name (include phase/lot number): Pleasant Farms
Directions to site (include road numbers, landmarks, etc.): East on I740 to NC 210. West on
NC 210 past NC 50 fMcGees Crossroads Project is 1.0 mile west of SR 1539 on the north
side of NC 210.
5. Site coordinates, if available (UI'M or Lat/Long):_ Lat 35° 31' 12" Long 78° 39' 20"
(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): 103.6 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Little Black 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/mVs/,)
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 currently wooded with pasture and residential
development in the vicinity.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The project
consists of approximately 3 .,305 linear feet of roadway and waterline The equipment that
will be used includes- excavators motor graders pans and dump trucks
11. Explain the purpose of the proposed work:-The purpose of the proposed work is to construct
roadways and utilities for a residential subdivision
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.
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.
There are no anticipated future permit re nests.
VL 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
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
Page 7 of 12
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: A roadway crossing is proposed as
hart of the residential subdivision development
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
(yestno) Distance to
Nearest Stream
(linear feet) .
Type of Wetland***
# 1 Roadway 0.004 No 0 Freshwater
crossing with
culvert and
rip rap

k T:..d----L :....._.. _a_ --- _
- _VU UUYa%'L Z'Uvmatcly dUU lucauly 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 floodplam maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hitp://www.feina.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: 37.47 acres
Total area of wetland impact proposed: 0.004 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Irnpact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease Tecify)
# 1 Roadway 82 UT to Little Black Ok 3 feet perennial
crossing with
culvert and
Rip rap

L
Est 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 neatest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
,vvww.usas.aov. Several internet sites also allow direct download and painting of USGS maps (e.g., www=topozone.com,
w ww.mapquest:com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 82 if
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

( applicable) Type of Waterbody
(lake, pond, estuary, sound,

bay, ocean, etc.)

Y,.. , -- -I--- wr--a-y ,..... WUJI iy L-1-idly impacts. unpacts mctucte, 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.
The overall subdivision layout was designed to impact the buffer and wetlands only once at the
proposed crossing The roadway crossin was designed to allow a perpendicular impact
Sediment trans will be placed outside of the wetlands and the buffer and the wetlands and buffer
will be clearly flagged and marked to avoid unnecessary impact
VIM 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
Page 9 of 12
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.e-nr.state.nc.us/ncwetlands/stgqgide.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.
N/A
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 littp://h2o.enr.state.nc.us/mM/index.htm' If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 10 of 12
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 X
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 X 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 2,963 3
2 1,680 1.5
Total 4,643
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone L
Page I1 of 12
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.
XL 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.
Total Site Area: 103.6 ac; Ex Imp Area (ex home and driveway): 0.08 ac Proper Area (prop
streets, homes drives and outbuildings): 5 7 ac Pro Site imperviousness: 5.5%
_
"Soft" channel linings are proposed rather than hard channel linings to reduce runoff amounts
Also, flat-bottomed channels and outlet ditches are proposed to reduce runoff velocities and
deaths. Level spreaders are proposed at the end of outlet ditches to the pond and riparian
buffers.
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.
Individual septic tanks are proposed on each lot
X 1H- Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
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 12 of 12
W W WETLANDS (37.47 AC. TOTAL)
W W
AREA OF WETLANDS IMPACTED
BY ROADWAY CROSSING (0.004 AC.)
WETLANDS LOCATED ONE FOOT ON
EACH SIDE OF CENTER OF CHANNEL
ZONE IMPACT (SF)
1 2,963
2 1,680
TOTAL 4,643
CUMULATIVE IMPACT
TO STREAM 82 LF LOT 12
IMPACT
SITE #1
210
/ ,w
/ VICINITY MAP
NTS
??
-Zl
a? PAINT PATH
ZONE 1 ?/ (20' PVT., 50' R/W)
ZONE 2/
4
44-
BUFFER ORIGIN DETERMINED
BY DEBBIE EDWARDS OF
DWQ ON 07/20/04
f S0UTHWIND
011 SURVEYING AND
201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
\ZONE 2`LIMITS OF ROADWAY FILL
40 LF 30" RCP
W/ FES EACH END
® 4.0% SLOPE
DRAINAGE AREA 13.3 AC.
LOT 6
SCALE: 1" = 60'
PLEASANT FARMS
WETLANDS/ RIPARIAN BUFFER
PERMIT APPLICATION
ROADWAY CROSSING
OWNER ASHLEY TURNER DEVELOPMENT, LLC
rTEUG. 2004 P CQ4 0073 STATE NC CO JOHNSTON
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WRANP4/,409 GROl1P
O? WAMichael F. Easley, Governor
\O? ?G EP I'S 2004 William G. Ross Jr., Secretary
T'r,. North Carolina Department of Environment and Natural Resources
M QUOY Alan W. Klimek, P. E. Director
SE??p?y Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 20, 2004
DWQ EXP #04-1096
Johnston County
Ashley Turner Development, LLC Page 1 of 2
PO Box 160
Clayton, NC 27520
Subject Property: Pleasant Farms
UT to Little Black Creek
On-Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A
NCAC 2B.0233)-EXPRESS REVIEW PROGRAM
Dear Sirs or Madam:
On July 20, 2004, at your request I conducted an on-site determination to review one feature located
on the subject property for applicability to the Neuse Buffer Rules (15A NCAC 28 .0233). The feature
is labeled as "A" on the attached maps initialed by me on July 20, 2004.
The Division of Water Quality (DWQ) has determined that the feature labeled as "A" on the
attached maps is subject to the Neuse Buffer Rule. Feature A has been delineated in the field
and its origin has been flagged with a blue flag as "start buffer", this origin is below the dam
of the pond, so the pond is not subject to the Buffer Rule. All other features within the
property boundaries were not contested so therefore they remain subject to the Buffer Rule.
These streams and their associated buffers should be identified on any"future plans for this property.
The owner.(or future owners) should notify the DWQ (and other relevant agencies) of this decision in
any future correspondences concerning this property. 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 John Dorney, 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 adjudicatory 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.
North Carolina Division of Water Quality, 401 Wetla68s Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ashley Turner Development, LLC
Page 2 of 2
7/20/04
This letter only addresses the applicability to the buffer rules and does not approve any activity within
the buffers: Nor does this letter approve any activity within Waters of the United States or Waters of
the State. If you have any additional questions or require additional information please call Debbie
Edwards at [phone].
Sincerely,
I kva- aGi3cuck,
??? Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Johnston County Soil Survey map
USGS Angier Quad map
cc: Mike Horan, DWQ Raleigh Regional Office
File Copy _
Central Files
Richie H-ines -Southwind Surveying and Engineering.Inc., 201 Glen Road, Garner, NC 27529
Project Name: 041096PIeasantFarms(Johnston)EXP

- j-lm w ens l opographic Map

Page 1 of 1

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201 Glen Road
Gamer, NC 27529
Phone: [phone]
Fax [phone]
Transmittal Letter
Date: September 13, 2004
To: Division of Water Quality WETLANDS / 401 OR"
From: Richie Hines, PE SEP 1 3 2004
Subject: Pleasant Farms WATER QuA».lTY SECTION
Please find attached the following: 0 4 1 5 3 '1
No. of Copies Description
7 PCN Application and Attachments
7 Cover Sheet and P/P Sheet of
Impact Site
1 Check # 5296 for $200.00

Please find attached a submittal package for the subject project. The
application is for a residential subdivision roadway crossing with 82 If of
riparian buffered stream impact with 0.004 acres of wetlands impact.
Please do not hesitate to contact me by phone at [phone] or by email
at rhines southwnd.com if you have any questions or need additional
information. Thank you for your assistance.
P/1 rMEN7
RECEIVED
y y y y ~ y y y y \ N\F S WETLANDS R
N F ~J y ~Y f' y `Y `V \Y `Y ~ `1' 53 JOANN 0. CANADY
EDNA S. DUPREE - y y y y y y y y y DB 600, PG 253 y SITE
~Y y Z'- ~ y y y y TT y
LIFE ESTATE ~ / F ~
142 PG 510 y y y y y y y 6 y ~ y y y y y ~ y ~l. y WY 210
y y y y y y\ y l.~ s
"1 y y y J
y y y y y y y y y ~L 7 'I 9 y y y y J,
y y y y y y y y 0 y y y y' /
y \y y y y y y y y y y
\ y y y y y y \ `b y y y y y N F \ y y y y y/
~i. Ji y y y y y y y / y CARL L. STANCIL y y y y y y
2~~ \ y y y y \ y y - . ~ OVELYN P. STANCIL
/ y y y ~Y "(j. \ y \ y y y ~ ~ PG 296 ~ ~ y DB 809, ~
~L y y y y 'T/ y y ~ ~ y ~ ~ S0. y ~ y y y y y y. ~y
y y ~L y y / ~A ~
y ~Y y\/'9 y ~V / ~
\ y ~~.y ~OPENy SPACE y y y y~~M' y W 6//''--
` ~ / ~ ~ y y y y y . y 23103 AlvRESy ~F
/ O y y y y y y y y y y ~ y
~Rq~ Nq / ,V y y y y y~ y y y y y y `Y MAP / VICINITY
- FgSF y y yv y y y y y y y y y y y y
/ '~fNT ST 6 N.T.S. y y y y y y y y y y y y y y y y
y y y y y y y y y y y y y y y
\ y y y y y y y y y y y y y y
y y y y y y y y y y y y y y y y
F~ G y y y y y y y y y y y y y y y y y
J~ ~P - a 0 N
0~ GEI y y y y y y y y y y y y y y y y y GENERAL OTES v
F ~ ~ \ y y y y y y y y y y y y y y y y y y y '9n \ l" /
~ 110N S T BE A ORD NCE yWITH yNCDQ,T y y y y ~L y y y "I 1. ALL ,~OADyCON~TRU~, ~ Q, ~ G~ ® / TANDARDS AND SPECIFICATIONS y y y y y y y` /
JL J \ . o P~ 0 2. y y' y . TAE C~NTRA~TOR IS R~SPOt~SIBLE~ FOR HAVING Aft IND~PEN~NT 2
~ ~ ~ LOT 12 y ~ P LOT 9 LOT 10 ~Q E yENGINEERING TlzSTINO' FIRNY VERtfY TWAT T'~IE S~iB-B~4SE, BASE; y y y y y y y y y
0 LOT 8 ~ ~ LOT 11 ARID ASPHAI~' MEAT NCDOT STANDARDS y y y y y y y y y y y y
Q 3~, E CON ACT R IS TO i SUR TH RA II A CO STR~,CTEDyIN y y y y y y ~ y 3W TH T,R 9 y d Q d
~ 220 0 ACCORDANCE WITH THE PLANS AND ICAL S CTION. y y y y
\ 4j I E C(~NTRA`~TORySHALL WORK IN'"ACC~SRDA~CE KITH T~iE AlhPRO y y y T~ EROSION rkND gT0 N11T, AND y y y y y y TABLE OF IMPACTS
T AGREEfdENT.y y y ~Y y y y' y
5.' TYPE SI E D PTH MA RIAL siTE ~ WETLANDS (AC) STREAM (LF) BUFFER(AC) 5. E CON ACT RS HALL VERIFY TH~ y , ~ y y y y y y
S PRIO TO EGII~NING o.tt Ac AND LOCATION OF A L EX~STIN~ UTILITIE t 0.004 AC e2
CO TRUCTION. y y y y y y y y y y y y y y y y y
/ IMPAC \ 6, ' SITE 1 6. THE ONTOURSYSHOWN ARf TAKEN RROM~IOHN~6TONy000µTY GlS y y y y y y y
I 7. DATAB E AIVD ASE FQR GR~4PHICAL R~PRE~NTATION 9NLYw y y y y y y y y 7. ALL D CHES SHALL HAVE A STRAW WITH TACK TEMPORARY LINING y y y y y
ST 8 60 DISTURBED AREA (TYP) ~RAS~ LINING UI~LESSy OTHERWISE INDI~ATE~S. y y y AND P~RMAI~ENT
~ ~ LOT 13 8. 8. ALL E'01MEN~ BA31NS BHALLy BE REMOWED AIVD TWE RP'SULTfNG B~kRE y y y y y y
10 50 t0 00 8100 Bt00 i 7~+00 + ~ ~ 5,,,+OD OD i Ji 00 2~+00 ~ 1+0( t _ t LLI t ARE S DEDyWHEAI VEG€TATtDN IS~ESTA~BLISIdED AND/OR ATyTHE y y y y y y y y
~n _ ~ Q - - - - - - ~ ~ ~ 9. DIRECTION F TH EN EEC,, y y y y y y y y y y y y y
1 ~ T s PAINT PATH UC ON SHALL BE IN ACCORDANCE WITH THE 9. ALL UTILITY C S fYARDS~ AND~'SPEL~IFICA~IONS~' y y y y y y y y y y y
- w ~ 10. JOHNSTON COU TY'~TAN 10. LEVEL SPREAD SH/kLL BE CONSTR y y y y y y / y
~ ~ ST 10 0' RIApI BUFFER. y y y y y y y y y
3p\ O = 11. 11. THE CON~CTOQ SHq~.I. CpORDIyATE,,STRE~T CQNSTR~JCTIOpI WITtI y y y y y y y
PROGRESS EN RGY. THE CONTRACTOR SH LL INSTA CONDUI ACROSS y y y y y y y
y ST 5 Z AT1t~NS D~TERI~INED BY F~20GR SS ~WERG PR~bR ~ STREETS T L(~C
NF ~ D PACING. 'COND>yIT T® BE'PROVfDED BY y y y y ~ y PL~ICING' THE ySTONE AN
i ~ ~ ROBERT MILTON ~ ~ oRlar~ of RW euFFER ~ ~ 12. PROGRE56 ENERGY.W y W y y ~ y y y y ~ W y y y y y\ y
STIVENDER DETFRM Y oEe~E EDwARDS 12. LL D~IVEYI~4Y PIPES ~FIALl,~,15" ,~CP ~JuIIN.)yUNLF~,SS 0,1HER~ISE a,OTEQ, ,y y y y y y y TON COUNTY ~ 0 THE DRIVEWAY SCHEDULE ON FILE WITH THE JOHNS
OF ~ ON JULY 20, 2004. LOT 14 ALLISON BASS y y y y y y y y y y y y y y y W W - W W ST MWI~TER ~DMIf~iSTRA`fOR. v y y' y ~l' y\ y y
`'o o ~ DB 1233 PG 490 ~Y y' y' W •V •Y W •l' y y `Y `Y ~Y y
LOT 6 LOT 7 LOT 5 \ y W J' •4 W `Y W W W y' W W ~Y W y ~Y y ~L y ~Y ~Y
\ SI _ ~ _ SITE D Ft4 W y W W ~ y W W ~ y W W y y y y y y y y N F \
-240--~ - y W y y y y y y y BETTY J. VANDERWALL
T( ~ ~ TOTAL ARE] _ ~103.f; ACF~S ES y W W y y y y y y y y y y y y y y DANNY PLEASANT
~o y y y y y y y y y y y y y y y y y y y y y DB 1261, 393
_ _ - 250 ~ y y y y y y y y y y y y y y y y y y y y y y y
o ~ DEVELORE~ y y y y y y y y y y y y y y y y y y y y y
A' ASHLEY TU N~ DE~ELOP~IEN~ LLCy y y y y y y y y y y y y y y y y y
P ` P.O. BOX 1 y y y y y y y y y y y y y y y y y y y y
CI CLAYTON, NC 27'520
DI DB 2229, G X355 y y y y y y y y y y y y y y y y y y y y y
- - ~ ~ ~ LO 15 y y y y y y y y y y y y y y y y y y y y y y y y
'~o .~y y y y y y y y y y y y y y y y y y y y y y y y y y
o ~ Sl / y y y y y y y y y y y y y y y y y y y y y y y S}1EE1~'INDE`X
y 1. y y y y y y y y y y y y y y y y y y y y y y y 1....... C~SVER SHEEN'
EXISTING ~ 2~:.....yCUTTiNG y y y y y y y y y y y y y y y
POND y y .~Y... 61TTING~ HORSE LANE KLAN & PROFILE y y y y y y y y y y y y y y y y y
OT 3 - 4~ .....yPAll~ PAjj•I PL®N &,1,PRO~JLE y, y y y y y y y y ~L y y y y y `Y - y'
5. LOT 4 ~ 5...... ROAD WIDENING PLAN y y y y y y y y y y y y y y y y y y y y y
so ; 6. o ~ / y 6...... Cf~OSS '~ECTIbN S~IEET
~:.....yDETA4LS y y y y y y y y y y y y y y y y y y y y y y
2~p i y s. y 8. WATERLINE P,~AN y y y y y y y y y y y y y y y y y y y 9. WATEyRLINEy DETAILS
20' DRAINAGE ~Y y•• y ~Y y y y y y y y y y y y y y y y y y y
E EMENT . / y y y y y y y y y y y y y y y y y y 'y y y y y y y
~ ` ? y y y y y y y y y y y y y y y y y y y y y y y y y y
f / LO 2 ST 4 g 3. y y y y y y y ~Y y y y y y y y y y y y y y
---i . y y y y y y y J• y y ~ __y ~
_ i , ~ ' ~ E~ LOT 1 HORS y y y y y y y y y y
TTING ~ CU y y y y _ ~
2 y _ j -
ST 1 ~ - ~ ~
. : ~ / /
~ : / ~ ; r LOT 17 ~
LOT 18 ~ ~ ~ '
~ / ~ ~ /
LOT 1
/ _ / ~ GRAPHIC SCALE
280 ~
~ ~r 20X50 GRAVEL ~ \ ~ ~
CONSTRUCTION ~ _
ENTRANCE 0 ~ - Y 21 (>x)
u ~ - 1 inch = 100 ft"
S ~

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N
``~~~uuuui,,,~~~ SCALE SHEET N0.
,.a H CkR~~, o~cNm RDW ~ .«...,r Div, DATE: JUNE 2004 HORIZONTAL:
~0 CSS/ a~~r 7 ~ ` Q~ 4 SW PROJ. C04-0073 1'~=100
A DRAWN DBR - -
SF.A~ Ar VERTICAL:
- y^i.,3 - EGG a,ECKm LRH SURVEYING AND 201 GLEN ROAD DWG FILE # C04-0073
= S GARNER, N.C. 27529 j ENGINEERING, INC. OF: 9
~'c i MOVED ENTRANCE PER DOT 9-2-04 LRH 919-773-0183 i' 09-09-04 DATE PROD. ENG FAX •,F g, ~
DESCRIPTIONS DATE ~fr,R fi l4 919-773-01REV.NO.
REVISIONS rniu

CONSTRUCTION c~nuFnlcf' FAR WETI AND CROSSING
SEDIMENT TRAP DIMENSIONS
1. CLEAR AND GRUB ROADWAY AND INSTALL SEDIMENT S AND RIPARIAN BUFFER. T TRAPS OUTSIDE OF WETLAND T ST WIDTH LENGTH DEPTH WEIR
' AN ELEVATION AND GRADE THAT 2. INSTALL PIPES AT 5 48' 96' 2' 10'
RE UIRE TAIL DITCHING. DO NOT Q ~ ~ 7 g' 16' 2' 4'
c~ i z 3. INSTALL DISSIPATOR PAD. i ~ ~ 6, 8 9 18 2
' F ILL OVER PIPES AND INSTALL SILT FENCE 4. CONSTRUCT F 9 37' 74' 2' 4'
z RT RUNOFF INTO SEDIMENT TRAPS. TO DIVE 10 55' 110' 2' 12'
AREAS ARE BROUGHT TO GRADE. 3 5. STABILIZE SITE AS 1 ~
3 ~ < \ TABLE OF IMPACTS
° ~ SITE 1 WETLANDS (AC) STREAM (LF) BUFFER(AC)
o T
ST 5 1 0.004 82 0.11
T6 LO
LOT 7
OT 5 L
PAINT PATH STA 0+00
CUTTING HORSE LANE STA 18+52.71 IMPACT SITE ~1 LE L SPREADER ST 10
E T WIDTH 10 FT. ND WIDTH 3 FT. LEVEL SPREADEI LEVEL SPREADER
ST 9 ENGTH 10 FT. + ENT WIDTH 24 f ENT WIDTH 24 FT.
g DEPTH 0.5 FT. END 1M0 3 F LENGTH FT. END WIO 3 FT. LENGTH FT. ,
DEPTH .7 FT. DEPTH .7 FT. ~ 5R NAG C-350 STRAW W NETTING
STRAW W NETTING STRAW W NETTING r t ; .
~ ~ _ _ c ~a . _ r ~ Z , ' ,
~ ~ 0+0 1+00 2+00 3+00 4+ 0 5+00 +00 7+00 8+00 9+OD 10+00 10+50
I Z , ~ -I ter- -I~ a a ~ ST 8 ST 8
3 ~ ~ ~o-- 3 - .Q~ ~ ~ ST 7 ® nom,` n •o- ® ~ ~
a ry ~
~ LEVEL SPREADER
S6 LF 24" RCP ENT WIDTH 10 FT. j ~ ~ 0 4.OX SLOPE m LEVEL SPREA > ROCK CHECK DAM LEVEL SPREADER (TYP) 4' SDR-21 PVC WATERLINE
+ DRAINAGE FLOW END WIDTH 3 FT. ° ~ DRAINAGE AREA 4.2 AC. ENT WIDTH 11 ° ARROW (TYP) LENGTH 10 FT. ENT WIDTH 10 F
DEPTH 0.5 FT. SILT ~ END WIDTH 3 10X70 SIGHT 6" SDR-21 PVC FENCE Q~ LENGTH 10 F END WIDTH 3 FT. LENGTH 10 FT.
~ TRIANGLE (TYP) ~ DEPTH 0.5 F WATERLINE DEPTH 0.5 FT.
~ o
_ IP-RAP OUTLET ROTECTION h ~ RIP-RAP OUTLET PROTECTION WIDTH 0 END OF. PIPE 1.5'
IPE 6' WIDTH 0 END APRON 25' WIDTH 0 END OF P 52 LF 30 RCP 30" RCP
OF APRON 12' LENGTH OF AP 16' WIDTH 0 END W/ FES AT EACH ENI .S AT EACH END LOT 9
LENGTH OF APRON 6' D50 SIZE 0.5' .5' T 11 LOT 10 ~ 0 4.ox sLOPE D50 SIZE 0 LO DRAINAGE AREA 13.3 ~x sLOPE LOT 8 IAGE AREA 13.3 AC.
F~ J~
0 N
+ ~ ~P o Q~ / o M QP
U Q'/
~ ,~0 Q
Z
)f f ~ M
+ to O N
~ N
Q
~ W (n J W
U a
PVI STA = 8+50 I _ _ __w - _ _ _ _
230 - - _ _ - _ ~ ' PVI ELEV = 224.32 °
I i i 1 LVC -'200.00 J - ~
~ I i I U K =52.69
; ~ i !EXISTING GRADE ~
0.50%
225 ~ - - - j I
I = PVI STA = 5+ 5 PVI STA 3+75 7 75 :
P = 218'00 PVI? ELEV = 21.50 VI , ELEV , '.50
" WATERLINE ~ ~ 4 SDR-21 PVC
VC = 140.0 ' IVC = 250.0 L Q Q ' PROPOSED GRADE _ ~ 47' ~ _ - _ _ 3'-~{1NIMUM_.CQY
' K - 30.33 I ~ K = 35. _ _ - 0
220 _ _
~i I
~ ~ ' ~ ~ I
~ ' _
~ i - ~ - N ; _ - - - _ _ - j - ~
o ~.a
~ ~ ~ R i COVE I
3 MIN• N !W
LINE WATER Pv C
2~ , R- - - - .__L -
_ i3M JO _ ~ - '-1"---. 210!,___..._. "'..,,RCP
; i~ I ~ 52 LF 30
M ~ ~ - 56 LF 24 RCP I W FES AT EACH END ®4.0~ SLOPE ; ~ ~
® 4.OOX SLOPE ~ ~ I
_
205 ~ - - _ _ - - - _ r- - - ; _ _ - - ;INSTALL ONE JOINT D.L F E JOINT D.LP ~ I
I UNDER STOf~M DRAIN PII INSTALL ONE JOINT D.LP. f~M DRAIN PIpE "
' I 18" UNDER STQRM DRAIN PIPE ~ AND PROVIaE MIN. ~E MIN. 18 SEPARATION. 'I
" ~ i ~ I VERTICAL SEPARATION. AND PROVIpE MIN. 18
VERTICAL EPARATION.
200 ' _ - _ _ _ ~
~ '
' » ' f
1 ~J' it f _ _ _ I
r7~o ~~,pp r~l,d~ N:~ d~10 X100 N o N'~ ~',r ~nio ~'r~ rn'r N o i oO~M r~~N ~'r ~'IN d-' tj00 r7;~ ~!,r ~'p ~p'pMj ~ M o~;M r~'00 cD,O N M D0 t!01 N!O 00
~ ,n ~ W O'00 ~!r c0!c0 0~ c0 u7 N N O1 Cn ~ c0!~? ~-IC~ ~j01 c ~ 0) c0' A u7',~t r~'~ Ott ~f oi: r~;0 v7,~ ~+d ~I~ NIA ~ )I~t ~'f~ NON (VIN N;N N':N N:N N N N'N N'
r~ ~ ~t!.- ~'N AIM co;d' SIN c~,cD Nr 00''(~ _ _ ~ ~ ~ f ~ r-I~ ~ NiN NIN N(N N;N c ~~N N N NON NN N,N N~N N~N NN N
N'. NON N N N!N N'N N'N N N N N N,N N ' i I ~ 1 L L . . . _
~i - 1. - . 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 X00 6+50
+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 0+00 0+50 1+00 1+50 2
N SCALE SHEET N0.
~ oES~a+m RDW I DATE: MAY 2004 HORIZONTAL:
_ cw ppn.i u rna-n~~3 1 "=50' /I
DRAWN V V I\ 8 J U U I WWII r L F 1 r. v° • s v IT . TV I •..r
c FA I PLAN AND PROFILE DWG FILE # C04-0073 VERTICAL: >
Z G LRH ° SURVEYING AND 201 GLEN ROAD b '~J ° CHECKED ENGINEERING, INC. GARNER, N.C. 27529 1 =5
< *,F.w: ,.s¢°' • ~ OF: 9
F Q' 09 7 0 ENG. 919-773-01 1' ) 1 REVISE RIPARIAN BUFFER ORIGIN PER DWQ 9-2-24 LRH 919-773-0183 ~Ypyy! DATE
DATE 48 FAX REV.ND. DESCRIP110NS HI'N~'~,`\\\ .S• REVISIONS