20030349 Ver 1_COMPLETE FILE_20030321

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`OHO 9QG Michael F. Easley
Governor
CQ r William G. Ross, Jr., Secretary
j Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
June 11, 2003
Tucker Development, Inc.
Attn: James Tucker
1151 Executive Circle, Suite 201-A
Cary, NC 27519
Subject: Goldston Property
DWQ Project No. 030349
Wake County
Dear Mr. Tucker:
This Office is in receipt of the plans dated June 6, 2003 for the level spreaders and grassed swales at
the subject facility prepared on your behalf by Withers and Ravenel and submitted to the Division on June 9,
2003. Staff from the Wetlands Unit reviewed the plans and found them acceptable. Please note that this
approval is for water quality purposes only and shall not be construed as an approval of the design for
dam/outlet structure integrity, Dam Safety, public safety, or flood attenuation purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
Itn R. ey
lands Unit Supe isor
cc: Raleigh Regional Office
Walter Cole, S&EC, 11010 Raven Ridge Road, Raleigh, NC 030349
Todd St. John
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
VW - -
June 6, 2003
?YETIANDS/401 GROUP
NCDENR-DWQ JUN
Attn: Mr. John Dorney U ?Oi1
2321 Crabtree Blvd Li > 6 l 1 y?' ANtHQUALIIY
Parkview Building SECTION
Raleigh, NC 27604
RE: Respond to NC-DWQ Request for Stormwater Management Plan.
Tucker Development Inc. - Goldston Property
Holly Springs, Wake County, North Carolina
S&EC Project #: 02-7171.01
Dear and Mr. Dorney,
The purpose of this letter is to respond to NC-DWQ's request for submittal of additional
stormwater management plans for the proposed subdivision.
Therefore, on behalf of TDI Goldston LLC, we are submitting the attached stormwater
management plans with the changes agreed upon by the engineer - Withers & Ravenel and Todd
St. John of the NC-DWQ. It was agreed that stormwater treatment at the 36" pipe crossing would
be achieved through the use of grass swales for nitrogen reduction and/or level spreaders for the
areas where the road ditches spill out onto grade at the pipe crossing or at the existing channel.
These revisions along with the calculations appear on sheet C-3. The other attached sheets that
are included are not revised, and are provided for reference.

Walter Cole
Wetland Scientist
Attachments:
Overall Subdivision Plan
Grading & Stormwater Drainage Plan - Northern Section
Grading & Stormwater Drainage Plan - Southern Section
Lots 8,9 & 10 Riparian Buffer Impacts
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
jF Michael F. Easley, Governor
`0?0 9pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E., Director
Division of Water Quality
May 8, 2003
Wake County
DWQ Project # 03-0349
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules
Tucker Development, Inc.
Attn: James Tucker
1151 Executive Circle, Suite 201-A
Cary, NC 27519
Dear Mr. Tucker:
You have our approval, in accordance with the attached conditions, to impact 0.081 acres of
emergent wetlands, 148 feet of perennial stream and 0.274 acres of Neuse Buffers or waters for the
purpose of a road crossing as you described in your application dated March 28, 2003. After reviewing
your application we have decided, this fill is covered by General Water Quality Certification Number
3404. This Certification allows you to use Nationwide Permit Number 14 when the Corps of Engineers
issues it. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .0233). In
addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and
Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or
CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and send us a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General Certification. If total wetland fills for this project (now
or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H.0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification and those listed below.
1. 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.
2. Sheet (diffuse) flow must be achieved and maintained for this development. A stormwater
management plan must be submitted to DWQ for written approval for the road crossing before
stream or buffer impacts occur.
3. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands
and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
?F F
compliance for future wetland and/or water impact. These mechanisms shall be put in place
within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Bob Zarzecki at 919-733-9726 or Steve Mitchell
at our Raleigh Regional Office at 919-571-4700.
Sincerely,
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
. Kli , P.E., Dir ctor
Walter Cole, S&EC
O?O? W AT ?9pG
r
=1
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
2003
COMPLIANCE WITH WETLAND & BUFFER REGULATIONS
In accordance with Title 15 NCAC 2H .0500, the following DEED NOTIFICATION shall be recorded in the
County Registry prior to the conveyance of lots. Said Deed Notification shall apply to name of
subdivision, lot numbers in County, North Carolina as shown on plans titled
(insert subdivision name) prepared by (insert name of
designer) dated date:
"A portion of this lot has been determined to meet the requirements for designation as a wetland, stream or protected
stream buffer. Any subsequent fill or alteration of this area shall conform to the requirements of the state rules adopted by
the State of North Carolina in force at the time of the proposed alteration. The intent of this provision is to prevent additional
wetland, stream or buffer filling or draining, so the property owner should not assume that a future application for filling or
draining would be approved. The property owner shall report the name of the subdivision in any application pertaining to
said rules. This covenant is intended to ensure continued compliance with all rules adopted by the State of North Carolina
and therefore the State of North Carolina may enforce benefits. This covenant is to run with the land and shall be binding on
all Parties and all persons claiming under them".
Signature
Owner's name:
Address:
City, State, Zip Code:
Phone Number:
STATE OF NORTH CAROLINA
COUNTY
a Notary Public of the State of North Carolina,
hereby certify that owner personally appeared before me this day and executed by above certification.
Witness my hand and notorial seal, this day of , 2003
Notary Public
My commission expires:
County,

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
0 AT X94
DWQ Project No.:
Applicant:
County:
Project Name:
Date of Issuance of 401 Water Quality Certification: __-
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and . any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This. form may be returned to DWQ
by the. applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from
all of these.
Applicant's Cer#&atlon
I, ; hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction -such that the construction was observed to be built within substantial
compliance'and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Agent's Certification
Date:.
hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to. be built within substantial
complianee? and intent of the-401 Water Quality Certification and-Buffer Rules;,the-approved phtns•and -specifications,,: .
and other supporting materials. _
Signature: Date:
If this project was designed by a Certfted Professional
I, as a duly registered Professional . (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically;
weekly, full time) the construction of the project, for?the Pertdittee hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the construction such that the. construction was observed to be built
within substantial. compliance and intent of 'the 401 Water Quality Certification and Buffer Rules, the approved plans
and specifications, and other supporting materials.
Signature:
Registration No.
Date

Michael F. Easley, Governor
William Q. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1860 Mail Service Center, Raleigh, NO 27899-1660 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NO 27804-2260 (Location)
[phone] (phone), 919.733-8893 (fax), (httpJ/h2o.enr.state.nc.us/ncwetlands
WQC #3404
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 26 .0200 for
the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not
a part of the surface tributary system to interstate waters or navigable waters of the United States
(i.e., isolated wetlands) as described in 33 CFR 330 Appendix A (B) (14) of the Corps of
Engineers regulations (Nationwide Permit No. 14 and Regional General Permit 198200031) and
for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. The category of
activities shall include any fill activity for road crossings and is limited to fill less than one-third
acre in tidal waters and less than one-half acre in non-tidal waters. This Certification replaces
Water Quality Certification Number 2177 issued on November 5, 1987, Water Quality Certification
Number 2666 issued on January 21, 1992, Water Quality Certification Number 2732 issued on
May 1, 1992, Water Quality Certification Number 3103 issued on February 11, 1997, Water
Quality Certification Number 3289 issued on June 1, 2000 and Water Quality Certification
Number 3375 issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-
authorizes Nationwide Permit 14 or Regional General Permit 198200031 or when deemed
appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream impacts shall be enumerated on the entire project for all impacts
regardless of which 404 Nationwide Permits are used. Stream relocations and stream
bed and/or bank hardening are considered to be permanent stream impacts. Any
activity that results in a loss of use of stream functions including but not limited to
filling, relocating, flooding, dredging and complete shading shall be considered
stream impacts. Enumeration of impacts to streams shall include streams enclosed
by bottomless culverts, bottomless arches or other spanning structures when a 404
Permit is used anywhere in a project unless the entire structure (including
construction impacts) spans the entire bed and both banks of the stream, is only
used for a road, driveway or path crossing, and is not mitered to follow the stream
pattern. Impacts for dam footprints and flooding will count toward the threshold for
stream impacts, but flooding upstream of the dam will not (as long as no filling,
excavation, relocation or other modification of the existing stream dimension, pattern
or profile occurs) count towards mitigation requirements.
Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, draining, and flooding shall be considered wetland
impacts. Enumeration of impacts to wetlands shall include activities that change the
hydrology of a wetland when a 404 Permit is used anywhere in a project.
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
WQC #3404
Lakes and Ponds - Lake and Pond Impacts Enumeration- Impacts to waters other
than streams and wetlands as determined by the Division of Water Quality shall be
measured as area. Permanent and/or temporary water impacts shall be enumerated
on the entire project for all impacts proposed regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of aquatic functions
including but not limited to filling and dredging shall be considered waters impacts;
2. Proposed fill or substantial modification of wetlands or waters (including streams) under
this General Certification requires application to and prior written concurrence from the
Division of Water Quality;
3. Application to and payment of a fee to DWQ is not required for construction of a driveway
to a single family lot as long as the driveway impacts less than 25 feet of stream channel
including any in-stream stabilization needed for the crossing;
4. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or
any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence for this Certification from DWQ in
accordance with 15A NCAC 213.0200. Activities listed as "exempt" from these rules do not
need to apply for written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 2B .0200. All new development shall be
located, designed, constructed, and maintained to have minimal disturbance to protect
water quality to the maximum extent practicable through the use of best management
practices;
5. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
such impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 26 .0213 (WS-II),
2B .0214 (WS-III) and 2B .0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NC Environmental Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
density development or a 100 foot wide vegetative buffer for high density development
must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
6. Additional site-specific stormwater management requirements may be added to this
Certification at DWQ's discretion on a case by case basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater
management shall be designed to remove 85% TSS according to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters Jr), high quality waters (HOW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is
required.
WQC #3404
Alternative designs may be requested by the applicant and will be reviewed on a case-by-
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to
satisfy this Condition as long as the stormwater management plans meet or exceed the
design requirements specified in this condition. This condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands Unit) shall be constructed and operational,
and the stormwater management plan (as approved by the Wetlands Unit) shall be
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
7. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HQW, Tr, WS-1 and WS-II unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance;
8. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee.
If a project also requires a CAMA Permit, one payment to both agencies shall be
submitted through the Division of Coastal Management and will be the higher of the two
fees;
9. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for
impacts to 150 linear feet or more of streams and/or one acre or more of wetlands. For
linear public transportation projects, impacts equal to or exceeding 150 feet per stream
may require mitigation. In addition, buffer mitigation maybe required for any project with
Buffer Rules in effect at the time of application for buffer impacts resulting from activities
classified as "allowable with mitigation" within the "Table of Uses" section of the Buffer
Rules or require a variance under the Buffer Rules. A determination of buffer, wetland
and stream mitigation requirements shall be made for any Certification for this Nationwide
Permit. The most current design and monitoring protocols from DWQ shall be followed
and written plans submitted for DWQ approval as required in those protocols. When
compensatory mitigation is required for a project, the mitigation plans must be approved
by DWQ in writing before the impacts approved by the Certification occur, unless
otherwise specified in the approval letter. The mitigation plan must be implemented and/or
constructed before any permanent building or structure on site is occupied. In the case
of public road projects, the mitigation plan must be implemented before the road is
opened to the travelling public. Projects may also be implemented once payment is made
to a private mitigation bank or other in-lieu fee program, as specified in the written
concurrence of 401 Certification for a project. Please note that if a stream relocation is
conducted as a stream restoration as defined in The Internal Technical Guide for Stream
Work in North Carolina, April 2001, the restored length can be used as compensatory
mitigation for the impacts resulting from the relocation;
WQC #3404
10. For any project involving re-alignment of streams, a stream relocation plan must be
included with the 401 application for written DWQ approval. Relocated stream designs
should include the same dimensions, patterns and profiles as the existing channel, to the
maximum extent practical. The new channel should be constructed in the dry and water
shall not be turned into the new channel until the banks are stabilized. Vegetation used for
bank stabilization shall be limited to native woody species, and should include
establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on
both sides of the relocated channel to the maximum extent practical. A transitional phase
incorporating coir fiber and seedling establishment is allowable. Also, rip-rap may be
allowed if it is necessary to maintain the physical integrity of the stream, but the applicant
must provide written justification and any calculations used to determine the extent of rip-
rap coverage requested. If suitable stream mitigation is not practical on-site, then stream
impact will need to be mitigated elsewhere;
11. Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested to do so in writing by DWQ. Additionally, when roadways,
causeways or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges must be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands;
12. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
13. All sediment and erosion control measures placed in wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
14. That additional site-specific conditions may be added to projects proposed under this
Certification in order to ensure compliance with all applicable water quality and effluent
standards;
15. Measures shall be taken to prevent live or fresh concrete from coming into contact with
freshwaters of the state until the concrete has hardened;
16. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
17. If this Certification is used to access building sites, all lots owned by the applicant must be
buildable without additional fill beyond that explicitly allowed under other General
WQC #3404
Certifications. For road construction purposes, this Certification shall only be utilized from
natural high ground to natural high ground;
18. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
19. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 14 or Regional General Permit
198200031, whichever is sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: 2-8 March 2003
DIVISION OF WATER QUALITY
By
l ? 04`
Alan W. Klimek, P.E.
Director
WQC # 3404
401 a U 3 4
Soil =EnvirotaV4QaJ Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 2761 ho (9Q 846-5900 Fax: [phone]
www.SandE
Transmittal >
07
-x'740 5/
We Transmit to you Herewith:
? Drawings
? Specifications
? Brochures or photos
? Correspondence
? As per your request
,Project #: '71;71.01 Date:
Project Name: File:
? For your information and files
D-4zot` comment or approval
? Returned for correction, resubmit
? Approved as noted
Under Separate Cover:
? By mail
? By courier
? By express
No. Copies Document No. Date Description

f.>'

Remarks:
GROUP
APR
2003
If enclosures are not as listed as above, kindly notify us at once. •VnIcnWU&"8%TM
By. /0?wid/e
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
Environmental Consultants, PA
Road • Raleigh. North Carolina 27614 • Pharos: [phone] • Fax: [phone]
APR g March 28, 2003
2003
INATERQUAUTYSM
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
US Army Corps of Engineers
Attn: Ms. Andrea Wade
6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27615
RE: Respond to NC-DWQ Request for Additional Information and Nationwide Permit 12 Water
Quality Certification/Buffer Approval Request.
Tucker Development Inc. - Goldston Property
Holly Springs, Wake County, North Carolina
S&EC Project #: 02-7171.01
Dear Ms. Wade and Mr. Dorney,
The purpose of this letter is to respond to NC-DWQ's request for more information regarding
potential impacts resulting from septic system supply lines associated with the proposed
development at the Goldston Property.
On behalf of TDI Goldston LLC, we also hereby request authorization from the US Army Corps
of Engineers to use Nationwide Permit 12 to cover impacts to a stream channels and wetlands
(see attached overall map. A Pre-construction Notification Application (PCN) that describes the
supply line impacts is attached, as well as an agent authorization form.
On March 19, 2003, S&EC submitted a request to USACE and NC-DWQ for authorization to
impact 148 linear feet of stream channel,.081 acres of wetlands, and 16,303 square feet of Zone 1
and Zone 2 buffer under Nationwide Permit 14 for a road crossing. In a letter dated March 31,
2003, NC-DWQ requested additional information regarding possible utility line impacts resulting
from the development of lots 8,9, & 10.The purpose of this application is to address temporary
impacts resulting from septic system supply lines that serve lots 8,9, & 10 and to request a
Nationwide Permit 12 to authorize these temporary impacts. The impacts associated with the road
crossing that are described in our March 19, 2003 application remain the same, and the applicant
still requests a Nationwide Permit 14 from the USACE and the associated 401 Certification and
Neuse Buffer Approval from NC-DWQ. Please refer to our previous application for details
regarding the road crossing and project history.
The applicant plans to construct three sewer crossings over an unnamed tributary of Middle Creek
in order to access the useable soils located on the rear of proposed lots 8, 9, and 10. The
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
proposed sewer line crossings will impact approximately 90 linear feet of unimportant stream
channel (3 lines that impact 30 LF each). These impacts are elaborated upon within the attached
PCN form and are shown on the attached inset impact maps.
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require further compensatory
mitigation to offset unavoidable losses of waters of the US when impacts exceed the requirements
for notification (0.10 acre). The proposed sewer line crossings are needed to provide access to
the rear of proposed lots 8, 9, and 10. Because the applicant has no choice but to cross this
intermittent channel in order to access useable soil on the rear of these lots and because the
impacts are temporary, S&EC believes further compensatory mitigation should not be required by
the USACE.
NC-DWQ's current policy states that temporary impacts resulting from perpendicular sewer line
crossings are exempt from the buffer rules. Because the proposed impacts fall into this category,
S&EC believes buffer mitigation should not be required by DWQ. Please note that the proposed
supply lines were designed to meet the general and regional conditions of NWP 14, as well as the
conditions of Water Quality Certification #3374.
Please call if you require any additional information or have any questions.
Sincerely,
,?ee4l' X-jet-7
Walter Cole
Wetland Scientist
Attachments:
Pre-construction (PCN) notification form
USGS Site Vicinity Map
Wake County Soil Survey Map
Impact reference map and larger-scale inset map
Agent Authorization form
Buffer letter from Steve Mitchell
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: James Tucker
Mailing Address: Tucker Development Inc.
1151 Executive Circle Suite 201 A
Cary, NC 27519 _
Telephone Number: 919-319-5554 Fax Number: 919-319-5252
E-mail Address: itdiamindspring.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: Walter Cole
Company Affiliation: Soil & Environmental Consultants. Inc.
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: WCole(&sandec.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Tucker Development Inc Goldston Property
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): #0750690552 #0750588444
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
on the south side of Smith Road (SR 1303), approximately 2400 feet southwest of the
intersection of Smith Road and Ten-Ten Road (SR 1010).
5. Site coordinates, if available (UTM or Lat/Long): 35°41'51.96"N 78°48'41.27"W
(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): Approximately 52 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT of Middle Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Currently the site consists of agricultural land use and
undeveloped land The land use within the vicinity of the project consists primarily of
residential and agricultural land use.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is for a residential subdivision with permanent impacts resulting from the
installation of a road (NW Permit 14 under separate cover) and temporary impacts resulting
from the installation of 3 individual 3" SCH. 40 PVC sewage simply lines that are required
for accessing usable soil for on-site sewage treatment and disposal for proposed lot # 8,9, &
10 These three proposed crossings are 30' in width and will be perpendicular to the stream
channel Heavy equipment usually associated with supply line installation will be used (ie.
Backhoe .
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
access to the rear of lots 8 9 and 10 where useable soil for the treatment and disposal of
residential wastewater has been located.
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.
The applicant requested a detailed wetland delineation prior to site plan development. On
October 9 2002 Ms Amanda Jones of the USACE made a site visit to verify the wetland
determination On October 2 2002, Mr. Steve Mitchell of the NC-DWQ conducted a site visit to
determine the buffers on-site. A copy of Mr. Mitchell's letter is attached. A Nationwide Permit
14 for a road crossing was requested for this project on March 19, 2003.
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.
None known 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. 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 3 of 9
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: Proposed temporary impacts resulting
from the construction of the sewage supply line access consist of 0.081 acres of jurisdictional
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
N/A N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at ham://www.fema.gv.
*** 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: 0.46 acres
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leasespecify)

Impact 1 Temporary/ 90' (3 X
'
UT to Middle Creek
3'
Intermittent
Sewer line 30
)
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 148 linear feet
90 linear feet (temporary); (148 linear feet of impact requested on March 19, 2003
application for NWP 14)
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 Area of
Name Wat Type of Waterbody
Site Number Type of Impact* Impact )
(if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
NA NA NA NA NA
Page 4 of 9
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): 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.
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require further compensatory
mitigation to offset unavoidable losses of waters of the US when impacts exceed the
requirements for notification (0.10 acre The proposed sewer lines are needed to provide access
to the rear of Lots 8 9 and 10 where useable soil is located. Because the applicant has no choice
but to construct the sewer line crossings to access rear portion of Lots 8, 9, and 10, and because
the impacts are temporary S&EC believes further compensatory mitigation should not be
required by the USACE.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
Page 5 of 9
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/`strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrpzindex.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
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. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Page 6 of 9
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Lot 8
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1,408 3 NA
2 833 1.5 NA
Total 2,241 NA
Gone 1 extends out 30 feet perpendicular from near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
Lot 9
Lot 10
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1,393 3 NA
2 839 1.5 NA
Total 2,232 NA
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Zone* Impact Multiplier Required
(square feet Mitigation
1 1,347 3 NA
2 833 1.5 NA
Page 7 of 9
Total 2,180 NA
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
NA because each septic system supply line will impact less than 90 linear feet of buffer and
will cross the buffer in a perpendicular angle the installation of the lines constitute an "exempt"
activity according to the Buffer Rules Therefore mitigation should not be required by NC-DW
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Because the percent impervious surface will be less than 15% following construction of the
proposed project we do not believe stormwater treatment should be required from DWQ. The
stormwater collection and discharge system for the subdivision is shown on the plans provided
with the NWP 14 application submitted on March 19, 2003.
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.
Non discharge Individual on site wastewater treatment and disposal systems permitted by NC-
DENR authorized agents employed by the local county health department.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 8of9
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 9 of 9
project f: Sale:
7171.01 Figure i - USGS Quad
Project Smith Road Soils ? Soil & Environmental Consultants, PA
Myr.: KM 10-09-02 11010 Raven Ridge Rd.- Raleigh, NC 27614
Tucker Development [phone] • [phone]
Wake County, NC Web page: www.SandEC.com
I?- a'. q
Apex Quadrangle
14 North Carolina
7.5 Minute Series (Topographic)
Wake County oil Survey
North Carolina
?s
C':rheet 75
ti
project 0. Scale: I (7n ru e/'
7171.01 1"=200'
Project Date: Figure 1-Soil Survey Soil & Environmen Consultants, PA
Mgr.: KM to ov 02 Map 11010 Raven Ridge Rd. - Raleigh, NC 27614
Smith Road Soils [phone] • [phone]
Tucker Development Web Page: www.SandEC.com
Wake County, NC
?. q
Oct 09 02 10:42a James H. Tucker
1 V, V 711Vot l u. l u D.1:10-40-J401
5ac?.
919-319-5252
p.2
rFU,t n
oil & Environmental Consultants, PA
)10 Raven Ridge koed • Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www,SaiidEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In p,y The Current Landowner
Phone: 911. 31 a• S S S 4
Project Name/Description
Date: td- p2
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 18W
Wilmington, NC 2MM
Attn: ^_ ANVIZeN I?AOE
Field office: - 9&LO WA-
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current propSrty owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon re est
supplemental information in support of applications, etc. from this day forward. The ?=t^ day of
0c 400-p 2 Z0D2
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authori7*tion, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You 3hotdd caR S&EC
to arrange a site meeting prior to vi9itiAg the site.,
Print Property Owner's N e
cc: Mr. John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Pro y Owner's Signature
cc: Mr. Kevin MartiA
Soil & Environmental Consultants, PA
blw* %ent Ruth fomh.dm
Charlotte Office: raecosboro Office- hWkorv Office:
236 W`hillip Court, Suite C 3817-B Lawndale 1Mve 710 Boston Road
Concord. NC 18025 Greensboro, NC 27455 7l ylorsvilk, NC 28681
Phonc: [phone] Phone: (W) 540-9234 Phonc [phone]
V.,- r7(4Ah 77(h 0,4n4 r..... 1774% PA11 01' 0 r_... 1-01 t+e lro 1^
Name: D eoet 0 P m E OT 10 C.
e 50 i ke gal /? C?1.) N C Z'ljI ?(
Address. ?? 1 6XEcJ-}i y C.P-d,
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Brad Suther
Soil & Environmental Consultants
11010 Raven Ridge Road
Raleigh, N.C. 27614
November 20, 2002
Subject: Neuse River Basin
Riparian Buffer Rules
Smith Road Site Property
S&EC # 01-7171
NBRRO 02-246
Wake County
Dear Mr. Suther:
AWAL
•0
A441VIt Ek
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANO NATURAL RE50URCE5
The information that was received by the Raleigh Regional Office on October 24 2002 has been
reviewed. The plat map and other information was provided to allow a determination to be made as
to whether or not the site would require compliance with the Neuse Buffer Rule. This specific project
is referenced by the Raleigh Regional Office as NBRRO 02-246.
The features represented on the Wake County Soils and the Apex USGS Quad maps were evaluated
to on October 31, 2002, determine their subjectivity to the Neus.e River Basin: Nutrient Sensitive
Waters Management Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative
Code T15A:02B.0233 (NCAC 0233). There is a large pond, labeled as Feature D, present on the
property that is not subject to the Buffer Rule along with Feature C, indicated on the soils map as
emanating from the pond. Features A & B are perennial streams and subject to the Neuse Rule.
This letter addresses only the applicability of the Neuse Buffer Rules. For information relative to the
buffer and wetlands impacts or 401/404 issues, please contact Mr. John Dorney at 919-733-1786.
Thank you for your attention to this matter and if this Office can be of any assistance or if you have
additional questions, please do not hesitate to contact us.

cc: RRO/John Dorney
Land Quality
nbr[et.for\nbr02\.smithrd.246
Sincerely,
Steve Mitchell
Environmental Scientist
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
? WAr?
RQG
0 Michael F. Easley, Governor
r William G. Ross Jr., Secretary
> North Carolina Department of Environment and Natural Resources

p ^? Alan W. Klimek, P.E. Director
Division of Water Quality
March 31, 2003
DWQ Project No. 03-0349
Wake County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED =u ,
Tucker Development, Inc.
Attn: Mr. James Tucker
1151 Executive Circle, Suite 201 A
Cary, NC 27519
Subject Property: TDI Goldston, LLC Property, Smith Road (SR1303), Holly Springs, NC
S&EC, Inc. Project No. 02-7171.01
UT to Middle Creek [03-04-03, 27-43-15-(1), C NSW (nutrient sensitive))
REQUEST FOR MORE INFORMATION
Mr. Tucker:
On March 21, 2003, the Division of Water Quality (DWQ) received your Pre-Construction Notification (PCN) application to
impact wetlands, streams and protected riparian buffers to construct the proposed access road and residential subdivision
at the subject property. The DWQ will require additional information in order to process your application to impact
wetlands, streams and protected buffers on the subject property. Therefore, unless we receive the additional information
requested below, we will have to move toward denial of your application as required by 15A NCAC 2H .0506 and 2B
.0233(8) and will place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
• Future Impacts
The "Overall Subdivision Plan" (Sheet No. C-1) provided with your application depicts the location of "areas with soils
unsuitable for conventional septic fields". You stated in Section XII of your application that "individual septic systems"
will be used for sewage disposal. It appears that additional impacts to the streams and buffers will possible occur
during the development of Lot Numbers 8, 9 and 10 either directly (e.g., utility lines, pumps, etc.) or indirectly (e.g.,
home placement) due to the location of the "unsuitable soils". Please provide additional information that clearly
depicts how these individual lots will be developed. Individual lot layouts showing locations of the proposed house
and septic systems may be helpful. In addition, if additional wetland, stream or buffer impacts will be required for the
development of these lots, then please clearly state which Water Quality Certification(s) (WQC) you intend to use to
impact these resources and how you intend to comply with the conditions of the WQC(s). Also, please depict the
location and amount of disturbance to these areas if proposed.
Please respond within three weeks of the date of this letter by sending this information to me in writing and to Mr. Steve
Mitchell of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume that you no
longer want to pursue this project and we will consider the project as withdrawn.
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ.
Please call Bob Zarzecki at [phone] if you have any questions regarding this matter.
Sincerely,
cc: Walter Cole, S&EC, Inc., 11010 Raven
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Wrn
etlands/401 Unit, DWQ
Road, Raleigh, NC 27 14
DWQ030349
March 31, 2003
bz
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
W March 19, 2003
copy
ATER ?q ? Z??3 QU AL11ys EcTioN
US Army Corps of Engineers
401, r Attn: Ms. Andrea Wade
r , 6508 Falls of the Neuse Rd., Ste. 120
U
Raleigh, NC 27615
RE:Nationwide Permit 14/401 Water Quality Certification/Buffer Compliance Request
Tucker Development Inc - Goldston Property
Holly Springs, Wake County, North Carolina
S&EC Project #: 02-7171.01
Dear Ms. Wade and Mr. Dorney,
On behalf of TDI Goldston LLC, we hereby request authorization from the US Army Corps of
Engineers to use Nationwide Permit 14 to cover impacts to stream channels and wetlands (see
attached overall map). We also request written concurrence from the North Carolina Division of
Water Quality that the project complies with the 401 Water Quality Certifications associated with
Nationwide Permit 14and the Neuse River Basin Buffer Rules. A Pre-construction Notification
Application (PCN) is attached as well as an agent authorization form.
The proposed project consists of impacts from the construction of an access road to serve a
proposed residential development. The project is located on the south side of Smith Road (SR
1303), approximately 2800 feet southwest of the intersection of Smith Road and Ten-Ten Road
(SR 1010). The site is approximately 52 acres in size and consists primarily of pasture, and
mixed pine/hardwood forests. Please refer to the attached USGS map (Figure 1), which displays
the location of the proposed project.
S&EC performed a detailed wetland delineation and buffer evaluation on the property on October
1, 2002. Ms. Amanda Jones of the USACE made a site visit to verify our delineation on October
9, 2002, and Mr. Steve Mitchell of the NC-DWQ made a buffer determination on October 24,
2002. A copy of Mr. Mitchell's buffer letter is attached. Please note that Pond D (See Figure 1 &
2) was determined to be not jurisdictional by Ms. Jones and not subject by Mr. Mitchell. We are
submitting a survey of our delineation for USACE approval under separate cover.
The applicant requested a detailed wetland delineation and buffer evaluation on the property prior
to site plan development in order to avoid jurisdictional wetlands and waters and riparian buffers
to the maximum extent practicable. The applicant plans to construct a road crossing over an
unnamed tributary of Middle Creek (feature A) in order to access the entire site from the north
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
and south, and the project engineer has located the crossing west of a large wetland area in order
to minimize impacts. The proposed roadway will impact approximately 0.081 acres of
jurisdictional wetland, 148 linear feet of perennial channel, and 9,790 square feet of Zone 1 and
6,513 square feet of zone 2 of the Neuse Buffer. These impacts are elaborated upon within the
attached PCN form and are shown on the attached inset impact maps.
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require further compensatory
mitigation to offset unavoidable losses of waters of the US when impacts exceed the requirements
for notification (0.10 acre). The proposed road is needed to access the southern portion of the
property, which is landlocked by streams to the north and west. Because the applicant has
minimized impacts by aligning the crossing to avoid larger wetlands to the east and because the
applicant must cross feature A in order to access high ground on the southern portion of the
property, S&EC believes further compensatory mitigation should not be required by the USACE.
NC-DWQ's current policy does not require wetland or stream mitigation for perennial stream
channel impacts below 1 acre and 150 linear feet per project. Because the total permanent
impacts to perennial channels are less than 150 feet and only 0.081 acres of wetlands impacts are
proposed, we believe neither wetland nor stream mitigation should be required by NC-DWQ.
Please note that following construction the site will contain less than 15% impervious surface.
According to Withers and Ravenel (project engineer), following construction impervious surface
will be less than 15%, therefore, we do not believe that this project requires stormwater treatment.
NC-DWQ's current policy does not require riparian buffer mitigation for road crossings that
impact less than 1/3 acre and 150 linear feet of buffer per crossing. Because the proposed impacts
are below this threshold, S&EC believes buffer mitigation should not be required by DWQ.
Please call if you require any additional information or have any questions.
Sincerely,

Walter Cole
Wetland Scientist
Attachments:
Pre-construction (PCN) notification form
USGS Site Vicinity Map
Wake County Soil Survey Map
Impact reference map and larger-scale inset map
Agent Authorization form
Buffer letter from Steve Mitchell
$200 check for WQC Fee
Grading & Stormwater Plan
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not appncante to tnts project, please enter Ivot Nppl]eaD1G ul IN/11 .)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: James Tucker
Mailing Address: Tucker Development Inc
1151 Executive Circle Suite 201 A
Cats NC 27519
Telephone Number: 919-319-5554 Fax Number: 919-319-5252
E-mail Address: jtdi(a?mindspring corn
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: Walter Cole
Company Affiliation: Soil & Environmental Consultants, Inc.
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-6-9467
E-mail Address: WColeAsandec corn
Page 1 of 8
111. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Tucker Development Inc. Goldston Property
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): #0750690552 #0750588444
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
on the south side of Smith Road (SR 1303) approximately 2400 feet southwest of the
intersection of Smith Road and Ten-Ten Road (SR 1010).
5. Site coordinates, if available (UTM or Lat/Long): 35°41'51.96"N 78°48'41.27"W
(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): Approximately 52 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT of Middle Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Currently the site consists of agricultural land use and
undeveloped land The land use within the vicinity of the project consists primarily of
residential and agricultural land use
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
overall project consists of the construction of an access road that will serve the proposed
residential subdivision on-site. Typical heavy equipment associated with road construction
will be used for this project. Impacts resulting in the construction of the project consist of
148 linear feet of stream channel and 0.081 acres of wetlands.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
road access to the proposed 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.
The applicant requested a detailed wetland delineation prior to site plan development. On
October 9 2002, Ms Amanda Jones of the USACE made a site visit to verify the wetland
determination On October 2 2002, Mr. Steve Mitchell of the NC-DWQ conducted a site visit to
determine the buffers on-site A copy of Mr. Mitchell's letter is attached. No permits have been
requested for this project prior to this application
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.
None known 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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8

Provide a written description of the proposed impacts: Proposed impacts resulting in the
construction of the access road on-site consist of 148 linear feet of perennial stream channel
and 0.081 acres of jurisdictional wetlands.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
Impact I Roadway fill 0.081 No 0 Emergent wetland
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, nu,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: 0.081
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Impact 1 Permanent/ 148' UT to Middle Creek 3' Perennial
culvert
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maRquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 148 linear feet
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 Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
.46 acres
Page 4 of 8
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): 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.
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require further compensatory
mitigation to offset unavoidable losses of waters of the US when impacts exceed the
requirements for notification (0 10 acre). The proposed road is needed to provide access to the
property from Smith Road to the south and east. Because the applicant has minimized impacts
by aligning the crossing to avoid larger wetlands to the east, and because tha applicant has no
choice but to construct the crossing to access the southern portion of the property, S&EC
believes further compensatory mitigation should not be required by the USAGE.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 5 of 8
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strtngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
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. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Page 6 of 8
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 9790 3 NA
2 6513 1.5 NA
Total 11,944 NA
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
NA - because the proposed riparian buffer impacts for the proposed crossing are less than 1/3
acre and 150 linear feet S&EC believes riparian buffer mitigation should not be required.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stonmwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Because the percent impervious surface will be less than 1_5% following construction of the
proposed project we do not believe stormwater treatment should be required from DWQ.
Page 7 of 8
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.
Non-discharge - Individual septic systems
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA

3 ;z/-o3
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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[phone] • [phone]
Web Page: www.SandEC.com

State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Brad Suther
Soil & Environmental Consultants
11010 Raven Ridge Road
Raleigh, N.C. 27614
November 20, 2002
Subject: Neuse River Basin
Riparian Buffer Rules
Smith Road Site Property
S&EC # 01-7171
NBRRO 02-246
Wake County
Dear Mr. Suther:
NCDENFa
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
The information that was received by the Raleigh Regional Office on October 24 2002 has been
reviewed. The plat map and other information was provided to allow a determination to be made as
to whether or not the site would require compliance with the Neuse Buffer Rule. This specific project
is referenced by the Raleigh Regional Office as NBRRO 02-246.
The features represented on the Wake County Soils and the Apex USGS Quad maps were evaluated
to on October 31, 2002, determine their subjectivity to the Neus.e River Basin: Nutrient Sensitive
Waters Management Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative
Code T15A:02B.0233 (NCAC 0233). There is a large pond, labeled as Feature D, present on the
property that is not subject to the Buffer Rule along with Feature C, indicated on the soils map as
emanating from the pond. Features A & B are perennial streams and subject to the Neuse Rule.
This letter addresses only the applicability of the Neuse Buffer Rules. For information relative to the
buffer and wetlands impacts or 401/404 issues, please contact Mr. John Dorney at 919-733-1786.
Thank you for your attention to this matter and if this Office can be of any assistance or if you have
additional questions, please do not hesitate to contact us.
A
r'
cc: RRO/John Dorney
Land Quality
nbrlet.for\nbr02\.smithrd.246
Sincerely,
Steve Mitchell
Environmental Scientist
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

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IMPACTS SUMMARY
RIPARIAN BUFFER:
ZONE 1 IMPACT 9790 SF (0.225 AC.)
ZONE 2 IMPACT 6513 SF (0.150 AC.)
TOTAL NRB IMPACT 11,944 SF (0.274 AC.)
WETLANDS:
POCKET WETLANDS
STREAM CHANNEL
WETLANDS IMPACT
1 317 SF -
WETLANDS IMPACT ?
746 SF ----?'
Revision Date By Designer Scale
w&R =7D TDI GOLDSTON, LLC PROPERTY
Drawn By Date
BDH 2/7/
03
cked By Job N0 o. WAKE COUNTY, NC
Che
BDH 1 202154

NOTES:
1. THIS PROPOSED DEVELOPMENT CONSISTS OF A 49.95 ACRE
SINGLE-FAMILY SUBDIVISION WITH 35 LOTS, YIELDING A DENSITY
OF 0.7 UNITS/ACRE.
2. TOTAL IMPERVIOUS SURFACE FOR THIS PROJECT, INCLUDING
LOT DEVELOPMENT WILL
BE BELOW 15%. IN ACCORDANCE WITH
THE. APPROVED SUBDIVISION PLAN.
3. ALL STREETS WITHIN
THIS DEVELOPMENT WILL BE DITCH-SECTION
ROADS WITH NO CURB do GUTTER.
WETLANDS & RIPARIAN BUFFER
IMPACT MAP
3530 SF (0.081 AC.)
148 LINEAR FEET
0 15' 30' 60'
?=?mmml
SCALE: 1' = 30'
WITHERS & RAVENEL Sh-t N..
ENGINEERS I PLANNERS i SURVEYORS 1-2
111 MacKenan Drive Cary, North Carolina 27511
tel. [phone] www_withersravenel.com fax: [phone]
Oct 09 02 10:42a James H. Tucker
lU/U7, LUUL LU. lU DI :M4074b(
=164-k-
919-319-5252
p.2
YaUt UL
oil & Environmental Consultants, PA
10 Pawn Ridge Road • Raleigh. North Caroline 27614 • Phone: (919) 646+5900 1 Fax: [phone]
www,SaRdEC.com
AGENT AUTHORIZATION FORM
All Blank_5 To Be Filled k_ftThe Current Landowner
Project Name/ Description: C'504 cl '-Ao iy Q2o P e z 4 1 'JM t ?il
Date: to-g. 02
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: ?ND(Lt%/? VAOe:
Field Office: _ ??A(t1??
Re: Wetlands Related Consulting and Pewdtting
To Whom It May Concern:
I, the current 2rOPOEU owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to ;furnish upon re est
supplemental information in support of applications, etc, from this day forward. The day of
0L4obe2 2002 .
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site attesting prior to visiting the site.;
ToC.?.ep' bevE.1 MEN i ?c
Print Property Owner's N e r
cc: Mr. John Domey
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
_ Q?Mt
4-
L&A= -
ty Owner's Signature
cc: Mr. Kevin Martin
Soil & Environmental Consultants, PA
blank 06=1 Ruth fora,. doc
Charlwe Office: t3reouboro Office,
lijFkonr O rce:
236 LePhillip Couct, Suitc C 3817-B Lawndale Drive 710 Boston Road
Concord. NC 28025 Greemboro. NC 27455 TaylorsQk, NC 28681
Phonc; [phone] phone: [phone] Phone [phone]
v nIlAX 7'M 0,4AA r,.... /3114\ CAA 090< n_... 1010, ell r"n
Name: U?-KE /L?V_ E? (Y? E tJT 1 N C .
Address: < s ? E)\F-co i 4 Ca-c'c Jy i kG 2c9l /A CA? NC Vl': ! ?(
-'hone: ? ? 9 - 31 °a • 5 S S y .__W..
SITE DATA
TRACT SIZE 49.95 AC,
D.
P.I,N,~S 0750.02-58-8444 & 0750,02-69-0552 (PORTION)
ZONING R-30
CURRENT USE FARM/RESIDENCE
- SMI - Ti4
- RO Ap , SR PROPOSED USE SINGLE-FAMILY SUBDIVISION
130 3 P D LOTS 35 TOTAL # PRO 05E
a i
PROPOSED DENSITY 0,70 DU/AC.
30 000 SF MIN, LOT SIZE
~ ~
, FRONT 30~ ' SETBACKS , 30 REAR
10• SIDE
10' CORNER SIDE
N/F N/F N/F N/F 7 AC, 15~ OF SITE
GENE A, EVANS LANA NORTON COFFER O.C. GOWNING MAX, TOTAL IMPERVIOUS SURFACE .49 ~ ) ,LlAMIS SR. ~ ZELIA G, NORTON _ (PROPOSED ROADS = 68.000 5F (1.56 AC.)]
N 0750,02-58-27 pIN 0750.02-58-3990 PIN 0750,02-59-4097 N/F N/F ZONED R-30 ZONED R-3D ZONED R-30 N/F PIN 0750,02-59 6857 ZONED R-30 F PER LOT
JOSEPH W, & CHRISTINE W. DEAN WILLIAM J, HAIR, JR, MB 1988 PG 211 MB 1987 PG 1171 CONSTATIN 6c ELENA POPA MAX. ALLOWED IMPERVIOUS SUR ACE TOTAL ALLOWED 326,D00 SF
PIN 0750,02-57-6147 PIN 0750.02-58-2632 PIN 0750,02-59-6206 ZONED R-30 ZONED R-30 ZONED R-30 ROADS -68,000 SF _ NF /
MB 1978 PG 159 MB 1988 PG 211 , . ' • • ' ' . MB 1987 PG 1171 LOOMIS SR, PIN 07 258,000 SF TOTAL FOR ALL 35 LOTS LOOMIS SR, do ZELUI G. NORTON
" ZI 258,000 SF/35 LOTS m 7371 SF IMPERVIOUS SURFACE ALLOWED PER LOT, PIN 0750.02-59-8857 \ i ZONED R-30 \ THIS PORTION OF TRACT 1 NORTH OF
, ' SMITH ROAD IS TO BE SUBDIVIDED FROM RVI COMMUNITY WELL/WATER DISTRIBUTION
• . ~ TH REAMINDER OF TRACT 1, RESULTING WATER SE CE E ' IN A STAND-ALONE PARCEL OF 1.15 AC. M
' SEWER SERVICE INDIVIDUAL SEPTIC SYSTE S
N28'44'14"E 748,23' , ' N27"08'33'E 62.00' 6:48'd9"E '2'19.70 ' • • ' . N2T51'1 "E 84,95' yr, ~ e 4 v . 138• 141' t7o' 7,8 zz ~ ls3' 1 r~ ~ INE RfPRESENT$ N 7'43'25"E 470,22' F7' '25" N27'43'2b'E ~~a~ aoo' B, ~ 28 288.92'
' / " ' . ,h ~ LI TS WAKE OOUNTY VE REPRESENTS ~ , / N ' . T KER DEVELOPMENT, INC, WAKE COUNTY ~ / ss DEVELOPER/OWNER UC
°"'~r ~ r ~ - _ ~ ~ ~ ~ FOOD AZARD SfSILS (•fYF / . ~ , R ILS YYP / bs' ~ 1151 EXECUTIVE CIR,, STE. 201A ZA D S+~ , 19. 7511
? ~ \ i 1 t F CARY, NC 2 / ` ~ 9• PH, 919-319-5554
598' ' I , , 1 F s _ ~ FAX [phone]
1 , ~ 1 1 1 I ' \ W s` ~ I 1 ~ ~ 1,727 sF ATTN. JAMES TUCKER
30 NRB ~ , / ~ ~ , i I r I' ~ ~ 6 1 1 i ~ \ ~ 0
ZONE 1 ~ ti ~ , , ~ N U N r ~ 1 I I~ 1 ~ ti ?g, I r I A ~ ~„0 4 0 N/F
w 483' / , m ' • I 1 I i i ~ +I \ ~ ~ INEZ LOCKLFf GAFFlN
~ SOILS ~ 1 ' ~ 1' ~ ~ fj" 5Q 1 y A s ~ w PIN 0751.04-60-2262 SOILS UNSU1 A$~,E FOR ~ , _
/ 4 ~ 3 ~ ~ t ~f ' 1 PTa~C IELD PVC J ZONED R 30 ~E ~ ~ ~ ~
' ~ ' 6 * 33,292 SF 35,312 SF 2 ~ ~ y ~ 7 ~
• / / 31,244 SF ~ 7 , rs ' R00 , ' F ~ ' ` 32,328 SF D P(J$( I 100, 39 S, ' / 35 ~ 1 yw
' , ' ~ ' NEU RIVER BASIN 20~ Ep ~ F 1a9' ~ ' ~ \'p . ~ . ' 20 .NRB FFER TYP, 1 7 e.~-- ,ar CE pGf) / /X , ~ ~ ~ 39,398 SF ~Q" ,tea,.
~ ~ , . • ZbNE 2 41.739 SF 5' y o 8_,- r 36 ~ f'' x'~ ~ N11.3 v G . .
, . - . , F J 146 ~,y,r, P,,,,, - ~ 3ti9
, 9 h l Oy, 93 ..r' 111 yg~ , - _ - iw , _ ° rG.W , ,~.o~ - , ~ ~w. ~ 3028 sir.
1072 SF ~ / a 78' t ~ 1 . ~ _ 19T 1. ~ ~o .
' ' , ,~s ~ 6 SD 2 9. ' ao, 1 Eo
9 ~ tib w^ , PVC WL , \ ERE '(0 B ti~
• 80,759 SF l~ 22 • 1, ti 1J ~ ti / 23 ER' 34 '~`~~v
/ ~ ao,a9s sF 24 34,699 SF 8 \ P~~ _ ' ~ 33 ~ 49,985 SF '~Q+AT 1~
• 21 ~ 31,794 SF W ^ 144,39 $F tib N , m ~ 3' 34,851 $F ~ ~
' , ' .Q ~ 78,284 SF ~ U ~ i \ I N F V 1 /
' p~ I ) IDA MAE LEfT MORRISON ~ PIN 0750,02-69-4842
! ~ w . \ ~ , w ~ z~s I 1 ~ ~ ZONED R-30
V 4 r, / ~ ..r ~1 ~ ~ ~ WELL I~~OT ~ ~ m ti 6 SDR21 MB 1988 PG 326 1 \ `i ~ ! 6~~ SDR21 Q
? ~ , ~ 0, 60,155 SF ~ ~ ) ~ ~ m W o ~ ~ a 25 a PVC L / ~ ~ y PVC WL 1 ~ ~ ~
' ~ ~ 36,257 Sf Q f2~ , ~ i 3. / ` ~3 ~ 32 s~. P
EXIST, ~ 35.18 / \ ~ 35.181 $F \ f ? ~
' 64,434 SF ~ ~ / ~ u ~ WETLANDS Y ti i
YR, FLOOD BOUNDARY ~ 6" SDR21 ~ ~ ~ 100 ~ TYP, 19 ~ ) ~ ~ / l N/F
ALONG PRIMARY STREAM 12 PVC WL ~ i ~ 6 ~ 37x' ~ DONNA M. PATTERSON
PER FLOOD STUDY BY ~ sa,s21 sr (TYP,) 1 RAVENEL INC. 129 °t ~ ~ ' WITHERS & w 'NRB ~ \ ~ s^ PIN 0750,02-69-7964 ~ ~ : ZONED R-30
.9 \ ; ' , ZONE 2 l 9g / ~ ~ ~ ~ ~ w. ~ ' s, ~ ~ 'S,
31 4A r 5 ~ 1.
/ ~ ' l 30' NRB ~ / ,1.,. ,I 53,609 SF \
~ ' ZONE 1 ~k 26 o, s o. ~ ~ rn, \ ,I
'1 gym. A 1, ' .p 20 ~ • , / ~ ~ 93,721 SF ~ \ ~ . ~ N/F N/F i
1 i ,i 1 ~ ~ ~ ~ ,e 165 ~ 50 488 SF ~ ~ . 1 \ j JAME C, & PATRICIA M, BEGKWI REGINALU JUDD PIN 0750.02-69-8713 PIN 0751.04-60-9173
4 SDR21 ~ \ / ~ ~ A ~ ZONED R-30 ~ 30 ) ~ ZONED R-30 1
~ > ~ ~ ~ A. ; y6s MB 1995 PG 450 M8 1983 PG 459 ~ A. 7os73 SF \ ~ ~ N F
13 `'o, u~ ~ ~ V .r RUDOLPH A, & WENDY DUNCAN
N F ~ ~ / 5 ~ 27 / 0 F \ f ~ / I ~ y2 ~l JOSEPH W. & CHRISTINE W, DEAN Jo, 39 s ~ / ~ ~ / ae,328 sF N A~ ~ ~ ' PIN 0750.02-69-9963
PIN 0750,02-57-6147 ~ C'F / 20 NRB ~ \ j ZONED R-30 ~ ;
ZONED R-30 ~s~, / / ZONE 2 MB 1978 PG 159 N. / 19 ~ ~ ~ 1` ~
29 L, ~ A 1
\ ~ / / sa,a41 sF SOI NSUITABLE' FOR Y k / ~C 28 / / / SEPI`IC FIELD g Vr , , Y 101,767 Sf ~ ( 1_\
A ~ s~. / r ) ' , ` 40,858 SF VI ili 5 \ ~I_. l _.1 /
\ ' ` 14 ~ ~ \ 1 e 653' m i°
/ ~ 65. 30,OOJ SF / \ ' , r
/ s ~ y ~ 4fi , P S22'59 42 W 1165,85'
N REPRESENTS • , ` ' . ~ DOTTED LIE ~ , ,
' ~ sa,z21 sF F WAKE COUNTY ' ' • ~ , LIMITS 0
titi FLOOD HAZARD SOILS (TYP,) \ • , ' ~ . , oy ~ SJ, ` ' ,
I N/F
15 ?s9 ^ ~ ' , CRAVEN A. & LIZZ 1 ~ ' • PIN 0750, AVEN A. & LIZZIE MAE W, tANGSTON PIN 0750,02-79-4611
30,260 SF ~ ZONE ZONED R-30
30,443 SF • ~ .
q~
ti 16 _ ~ ~r y`' `ti°. fig. ~ • ,
38,183 SF ~ ,~+.~I ~ ~ a 2~ 3,5~y a pZt~Q° 2 '
5~ ep Fpy~~' , y oay NOTES;
r . 1, BOUNDARY 5HOWN IS FROM MB 1988, PG 326.
~o~ ~ ' ~ Too ~ ~ ~ , o 2. EXISTING TOPOGRAPHY SHOWN IS FROM WAKE COUNTY AERIAL. ~+•t'ra~•+N• R
3• o~ 2 c~, ~ , HOWN ARE FROM FIELD I~ ~A O •i 3, UNSUITABLE SOILS LIMITS AND WETLANDS S
220 ~ n eJ y~ ~ ~ , ' DELINEATION BY SOIL do ENVIRONMENTAL CONSULTANTS, PA, AND •~0•,• 5SI "•••yy s
y' ~o0ac^ ti BY WITHERS dt RAVENEL, INC. ' QF~ ON SURVEYED J~, y
4, THIS PROJECT WILL BE SERVED BY A COMMUNITI( WATER ~ Q f I TRIBUTION SYSTEM TO BE OWNED AND MAINTAINED SEAL DS
~ ay, w~ v r y~ g,~oo ~ ,~o oa a y ~,y BY HEATER UTILITIES, INC. ~4
ga ~y y < . BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN ~k , 5 PERMIT ~ ti•~ + TO OBTAIN A FLOOD HAZARD AREA USE ty • ~
o yt^ oC ~ `o ~~Y , q ~ < cv ti THE BUILDER MAY NEED I RCS FR M WAKE COUNTY ENVIRONMENTAL SERVICES, THE BU LOE ••i• qQ~•••H'• ~P''+~•
Zo ~o~• y oa ~ rv oti ' ENGINEER, ARCHITECT, AND/OR SURVEYOR (AS APPROPRIATE) MUST ~ ~
~ ~ v ,Cj~N tn'`>, V,s y ' oy~,yy o~,• y CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MEET. ~aa~~
6, THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE AREAS OF WAKE COUNTY fL00D HAZARD
~ oar, SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100
~ s~ w~ ao YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE ~ t~3 COUNTY AND/OR FEMA, ~Op~ 400'
oaf o o LEGEND ~ ~ A 0 50' ] 00' 7, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH Ll
? `'s ~ APPLICABLE WAKE COUNTY SEDIMENTATION AND EROSION
N N ~ GLE N ARM F R H ~ ~'i =AREAS WITH SOILS UNSUITABLE 0 CONTROL ORDINANCES, AND FLOOD HAZARD REGULATIONS, 4BLE FOR THE WELL SITE ACCESSS ROAD AN ALL APURTENANCES SCALE i' = 100'
~~o ~A ~ ~ a CONVENTIONAL SEPTIC FIELDS ~ L .DS 8, WITH THE WELL L07 SHALL BE OWNED AND ASSOCIATED
BD, ti ~ MAINTAINED BY HEATER UTILITIES, wC, ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CURRENT WAKE COUNTY SUBDIVISION-
ORDINANCE AND NCDOT STANDARDS & SPECIFICIAI IUM). J
0
1
Sheet No.
WITHERS RAVENEL
Date g Designer Scale
LPER Revision w&H 00' TDI GOLDSTON LLC PROPERTY . REVIEW 2/2D/O3 BDH OVERAI Drawn By Date ENGINEERS I PLANNERS I SURVEYORS TRALL SUBDIVISION PLAN C-1
?I5I03 - 111 MacKenan Drive Cary, North Carolina 27511 tel. [phone] fax: [phone] www.withersravenel.com
WAKE COUNTY NC Checked By Job No.
t3DH 202154

I ~ I I
HATCHED AREAS REPRESENT SOILS WH CH ARE ~UITA ~ I
f' BLE , ~ FOR SEPTIC FIELD` AS IN AT ~ ' DEL E ED BY OIL & EN~'RONMENTAL r
CONSULTANTS, tdC. AND SURVEYED B WITHERS & AVENEL, I ~ / _
~ ~ / I
, ~ /
~
_ - ~ / OFFSITE DRAINAGE AREA=30.3 AC,
~ ~ r' _ /
~ ~ i
i ~ ~ r
~ - ~ • ~ ~ ~
' ~ ~i LOT $
_ _ > - 49 736 ~ _ . i ~ ~
~ ~ ~ SOIL' SUITA;E3L FOR ~ r ~ ~ j~- •i
~ i C IELD ~ • ~ ~ ~ NEUSE RIVER BASIN RIPARIAN BUFFER IMPACTS ~ ~
~ , _ ~ ; ~ ~ ~ ' ~ F R PTI F PP ~ ~ 0 SE G IELD SU LY LINES
• i ~
~ ~ ~ . / ~ ,
i • % / r ~ ! ~ ; LOT ZONE 1 ZONE 2 ~ ~ ~ ~
~ = , _ _ ~ i i ~ ~ y- ~ LOT 8 1408 SF 833 SF 30~
i , ~ i ~ ~ ~
~ , ~ ~ ~
LOT 9 • ~ ~ ~ ~ ~ LOT 9 1393 SF 839 SF 3cl,F ~
- - - 33,029 SF , ~ ~ ~ T_ . "DIP N M PP ' ~ / ~ ~ 6 ,E CASE ENT I E ~ ~ ~ LOT 10 1347 SF 833 SF 301.1=
SUITA S~'01L ; ALE FOR ~ - . FOR 3 Sl7PPLY LINE TO ~
_ / TIC FIELD ~ EXTEND TO PAST BANK ~ ~ i r ~ r TOTAL 4148 SF 2505 SF AOGfi
_ / . ~ : , _ . ON EACH SIDE OF STREAM ~ CROSSING (TYP, ~ ~
. _ _ - ~ / / _ _ r. _ . _ - ~ ~ ~ ~ r r/ r / ~ ~ ` , TOTAL ZONE 1 & ZONE 2 IMPACTS FOR
- / . ; - -~r- ~ / r r r SEPTIC SUPPLY LINES = 6653 SF
" / i ~ ~
/ / _ ~ / ~ ~ - ~ ~ I~. ~ ~
_ ~ r ~ ~ / . r . ~ ~ ' ~ r r
_ . _ , , ~ - - , _ _ . - -C0~ 1 0 ~ , i .s ~ / , I ~ ; ~
32;21 ~ ~ ~~ti ~ ~ ;
~ S. I 0 LSUYTA~LE FOR ~ ~ ~ ' w ~ ~ .o ~ ~
SEPTIC FIELp o z I ~q1 I ~ ~ ~ ~ ~ i
~ ti / , o ~ ~ ti . _ ~ . I' _ - m ~ , a' ~ ~ i i
~ ~ i ~ , _ ~ ~ ~ ~ i~.. i ~ I ~
~ ' f ~ N 1 ~ ~ ~ _ _ ; o 0
~ , ~ ~ I, I .C, I
~ o ~ S~, ~ ~ o i F
~m ti ti ti ~ ~ ~ u
~ m o ~ / ~ t ~ ~ ,0 I A
_ - - ~ ~ o ~ ~ ; ~ o , G I ~ \ ~ ~ c a
, . 20 N I I ~ ~ ~ s~ ~ ~
I
• NRB IMPACTS FOR SEPTIC ~ ~ ~ ~ ~ :tip ~ .PTIC ~ ~ ~ ~
. , ' ~ I - ~ FIELD SUPPLY LINE CROSSING ,r . . )SSING l iN 1
1 (SEE CHART THI SHEET FOR QTY,) f ~0 QTY,) 1 ~
EXISTING WETLANDS ~ , , _ • ~ . ~ ~ 1~ ~ ` ~
/ ~ 3 \ ~ ~ ~ ,a ~ ~
~ ~ , SC ~ ~ ti . ~ 5t p A x ~ ~ ~
~ ~
/ ~
\ ~p ~ MCP
' ,k ~ ~ \ ~ UHF ~ ~ ~
~ ~ , V''••. ~ , ` i~ `C
~ ~ , \ ~ ~ ~ ~ \ ~ ~
~ ~ ~ , ~ ' ~ ice, V ~ ~ ~
~ \ V r r f ~ \
\ ~ ~ / 4 ~ ~
' \ ° ' V `
\ ~ _ - ~ ~ ~ ~ ~ i
\ ~ i ~ ~ ~ ~ ~ I ~ ~ ` ~
y 1 t ~ ~ ~ 1
~ ~ ~ ~ ~ ~ ,.r- ~ \
~ ~ ~ ~
~ ~ / I ~ ~ ~ ~ ~ ~ A ~ ~ ~i` ~ ~ ~ ~ ~ ` ~ ~ ~ X ~ ~ ~
~ ~ ~ , • ~ \ ~ ~ A I ~
- ~ r ~ r-- . f "'i \ ~ ~ i I ~ ~ ~4 Y
~ ~
~ ~ ~ , ~ r ~ i . ~ ~ i ~ i I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ' ~ ~ ~ ~
_ - 100 YEA~t BLOOD BOUNDARY ~ , / _ A i I ~ ~ ~ ~ ~ ~ ~ ~
PER FLOOD ST6lUY BY WITHERS ' . ~ N i ~ ~ ~
RA N INC. & VE EL, ~ - ~ ! ~ ~ ` x ~ ~ ~ x ~ ~ ~ ~ ~.T
~ ~i ~ 1 ~ ~ ~ ' Xo, ~
- ~ ~ i ~ r ~ ~ / / , ~
A / , ~ V~ ~ ~ ` ~ ~ ~ ~ ~ FS
~ ~ ' \ / ~ ~ / s ~ ,
V ~ ~ ~ ~ ~A ti ~ 0,~ ~
` ~ ~ ~ ~ ~ ~ P , ~ ~ ~ `
i k ~ ~ ~ ~ ~ ~
~ ~L ~ ~ ~ ~ ~I ~ ~
~ ~ ~ I ~ i ~ i
~ ~ ~ ~ \ / ` _ ,y ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ a • II ~ ~
~ l~ ~ s i o ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~o qH CARP
f ~ I ' r ' ~ ~ ~ ~ ~ ti
~ ~ ~ ; - ~ ~ ~ ~ 0~
~ ~ ~ r ~ / V ~ ~ ~ ~ ~ l i Y~ ~ t..,' , ~ ~ ~ ~ SEAL
~ ~ - ~ ' ~ ~ 23484
~ I I ~ ~ ~ ~ l~.% ~ A \ ~ ~ I ` s ~ ~ _ ~ •~GI
~ ~ i ~ i i ~ ~ ~ ~ >r ~ ~ ~ A ~ i ~ i ~i ~ ~ ~ 0 . , ~
NNE ~
1 ; ~ ~ = .f. ~ l 1 ~ ~ ~ ~ ~ ~ Ik ~ ~ ~ ~ Q • ~ ~ ~ ~ ~
~ ~ I ~ II ~l I ~i A! 1\ ~ ~ -1 I I / ~ '1 ~ ~ F ;r ~
t ~ ~ i ~ / ~ ~ ~ gyp, , ~
~ e ~ ~ ~ ~ ~ , e
F ~c . k ~ ~ 1 k ~ k ~ ~ ~ ~ k ~ ~Qk ~ i p
NOTES: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ 30r ' , ~ ° ` ~ - _ ~ ~ ~ ~ , , , ,p ~ , ~ ~ , , , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ k
~ I ~ ~ ~ Y~WITHERS &RAVENEL, INC. ~ ~ ' ~ ' ~ ~ ~ ~ ' ' ~ 1, BOUNDARY SHOWN IS FROM SURVEY B ~ , , ~ ~ ~ ~ ' ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ' ~ 1 ~ ~ ~ ~ , ~ --.i i
I f~~ 1 ~ ~ l ~ ~ k ~ ~ i ~ ~
' ~ T RVA IS~I"ROM I a ; ~ , ~ 2, EXISTING TOPOGRAPHY SHOWN AT 2 CONTOUR IN E LS ~ ~ ~ ~ i I I i ~ ~I ~ ij Y i ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ 1 ~ ~ ~
TH RS &RAVENEL INC. 5~ INTERVAL CON'f URS , ~ ~ ~ ~ ~ ~ ~ FIELD SURVEY BY WI E Q ~ . , ~ ~ ~ x ~ ' ~ ~ ~
WAK COUNTY GIS INFORMATION, ~ I ' ~ ~f~ ~ ~ ~ 3 ~ ~ ~ ~ ' SHOWN ARE FROM E ~ ~ , QN' ~ , ~ l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
AR SHOWN AS DELINEATED` ~Y SOIL ~ ) ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ V x i A ~
3, LIMITS OF SUITABLE SOILS E ~ , ~ ~~~.~s~ ,~N , T AND SURVEYED BY WITHERS & ~ ~ ~ ; ~ ~ ~ ~ I , ~ ' & ENVIRONMENTAL CONSULTAN S ~ l
~ q. ~ ~ ~ RAVEN~Lr 1NC, ` ~ ' i A2 / x ~ ~ ~ ~ ~ ~
~ ~ c ` ' _ ~ 1 0 30' 60' 12 ' 0 X40
VNAte, SCALE: V = 60'
No. Revision Date B Designer Scale
- - Drawn By Date - TDI GOLDSON, LIC PROPERTY LOTS 8/ 9 & Sheet No. 19 & 10 RIPARIAN BUFFER IMPACTS WITHERS RAVENEL )R SEPTIC FIELD SUPPLY LINES ENGINEERS I PLANNERS I SURVEYORS C-1 11
BDH 4/15/U3
- Checked By Job No.
- - BDH 202154 J 1 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com

/ ~ ~ ~ ~ ~ T PR T TI ~N
j ~ ~ . _ ~ U,-~-;~-5 ~s ~ 6 WX8 LX22 D
~ CLASS B RIPRAP I W/ FABRIC LINER
~ V10=3.2 FPS
~
. -r.. ,
/ ~ rn
~ ~ ~ i 1
~ ~ ji , i 'i s, v 1
i I ~ ~ 1`
e , ~
~
/ ~ ~ I FES-2 ' ~ - ~R ` F'ES-1 ~ i ~
~ ~ ~ i r i ~i ~ ~ i
i i ' ~ ~ ~ ~
I I ,n ~ / ~ / ~ ~
~ ~ ' ~ ~ , ~ Q
T MP IT H E D C ~ ~ , ~ ~ ~ ~
~ ININ TYP~ ~ G ~ ~ ~ ,~x~~ ~ r
~ PERM. DITCH LINING (TYP.) l', ~ o~ N T PROTE fiION r~ ~ ~ WX6 LX22 ~ ~
~ n ~ q- % PR T 7.1 N ~ CLASS B RIPRAP \ ,
~ ~ i ~ wX~s LX22 0 ~ ~ , ~ ~ ~ ClA5S B RIPRAP ' ~ ' ~ W/ FABRIC LINER ~ ~
W FABRIC LINER ~ ' ~ ~ r A ~n P ~ ~ i
~ ~ ~ / V10=8J F S u ~ ~ i
/ ~ ~ Pig ~I C r~ z..
~ ~D . i ~ i ~ ~ ~ i ~ ~ ~ i ~ t
i ~ _ ~D _ C~' , ~ _ ~ ~ I
- q~(.) ~ i ~ ; i i \
~ ~ `
' ~ ' ` - ` u c rn 1 ~ , FES-4 ~ ~
w J ~ \
~ r~ FES--~3 / ^~~ao t~ m ~ ~ ~ n ~

~ ~ ~ ~ ~ i _ ~ ~ ~x ` ~ a`0 UTILITY _ y~~.,,~~;;~ ~ `ti~~ BASEMENT - OFFSITE DRAINAGE
y ~b4 LU \ l AREA-1,2 AC. ~
. ~ ~ C~i I P T I ~ l P T N
I r E , l ~ ~ 18 WX 10 LX2, CL4SS B RIP 18 WX 10 LX22 D ~ ~ CLASS BRIPRAP - ~ ~
~ _l 1 W W/ FABRIC l W FABRIC LINER:-_ _ /
~ ~ ~ I ~ ~ i _Z 100 YR, WATER ~
W ~ ~ ELEV,=45 .94, ! ~ iQ0 YRy HEADWATER ~
X17. ~i 9} G"~ ~ ELEV.+Y =454.94
~ i~ '1Q DRAINAGE
r--_. ~ ~ ~ I EASEMENT ' I
~ I ~A ~ ~ t _,,3Q DRAINAGE &
v~ ~ OT PRT TIN _e_,~... ' UTIl.I1Y EASEMENT
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pipe Actuol Pipe Pipe pipe Drainage Discharge Flowing Diameter LengtG Slaps DITCH SECTION LININGS PERMANENT DITGM LINING If~.~~~lf~~I y~',q~..*~..?+ P
Area Q25 Full D L Upper Inv, Lower Inv, .,,1E 111`
From To Rim (ac) (cts) Capacity (in) (tt) Elevation Elevation ALL TEMPpRARY DITCH LININGS SHALL •L MP RARY DITCH LINING i~~fl'~1~: 111 1"1111 TE 0 ~ ~u u. iu TIC NET.
A s7 I 5.z 7,9 16" kcP ~~o 46s.DD ~ ass.6D ~ o.~>> BE CURLED WOOD MAT WITH SYNTHETIC NET. ~ FFS 1 FES-2 N/ 0_ ~ ~ ~ I I /~i F Y
1 ~ ! ALL PERMANENT DITCH LININGS SHALL BE .L BE ._.-~1.__. L. EL SPREADE.'R ~ ~ l ~ ~ ' ~
j ins-s FES-a N/A 13.6 I a1.6 ~ ~z.1 ~ 36 r~cN ~ 6z i 4a0.(D ~ ENKAMAT 7020 OR APPROVEp EQUAL. ~ i U 30' 60` 120 X40
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- Sheet No.
No. Revision Date By_. _ Designer Scale W&R I -6D'
GRADI _ LLC PROPERTY Drawn By Date TDI G 0' LDSTON,
Checked By Job No, WAKE COUNTY, NC NORTHERN SECTION ENGINEERS I PLANNERS I SURVEYORS C-3 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
HDH 202154 - mmmmmmmmmmmmmm~

OFFSITE DRAINAGE
AREA=30,3 AC, ,
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~ ~ i . ~ - ~ - ?SHA~.~ BE ~~CONSTR>dCTEO ; ~ ARON Y ~ ~ AT CONSTANT EL~V ~ ~J~~ ~
_ ~ AI.Or~ IT ENTIRE LENGTH y ~ „
7~ ~ ~ ~ i i ~ ~ / ti~ ~ J "'fHaOU(~I EACH~rOF THE ~t ~y~r DOWNSTREAM °LIP" MUST BE LEVEL ~ / ~~€tEVMtION POINTS SI~OWN,v ~ ~ r~
_ ; ~ , THE ENTIRE LENGTH OF SPREADER, ~ ? ° r~~ SPREADER LIP MUST BE 1' MINIMUM,
~ ~ ~ ~ i i ? EL SEE PLANS FOR ELEVATION, / / EV ~ jp},
/ ~ ~ TEMP, DITCH ~
~ ~ / ~ LINING TYP, ti~ ) U I TURNED
~ ~ ~ ~ ~ / i / STABLI ND ~ r.~t~ FLOW PERM, ITCH ? OUTL~~` A EA v ~ ,rJ
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~ I - ~ y I I ~ ~ i i i~ ~ ~ ~?PT 5EE PLANS FOR LENGTH AND ELEVATION ~i i ~ ~ NOTE ROSION CONTROL N TTIN T ~ IN RTC
~ I ~ r I ~ 'r ~ ~ ~ _ . ~ AND SECURED IN GRASS LINED ~HANN~,~ ~ i ~ ,,;,,AAa ~ ?
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~ I OUTLET F)ROTECTION ~v Q ~ ~ v 'v v ~ - CTI O N YEW W CROSS SE >t _..-r~,-. r.. PERSPECTIVE VIE
_ ~ - " \ 1 CLASS B PRAP ~ \ `v v ~ ~r~o x
v ~ ~ W/ FABRIC INER \ \ ~ \ ' ~ v V10=10.5 F ~ ~ 'A . ~
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k k ~ ~ A . ~ ~ / ~ a ~ v ~ ~ ~ . ~ _ IP N UNDISTURBED SOIL TO UNIFORM ~ ~ SPREADER LIP CONSTRUCT THE LEVEL L 0
k _ i p ~ p:~ ~ F ~ , HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE SPREADER, PROTECT IT WITH AN EROSION ~ ~ ~ ~ ~ RESISTANT MATERIAL SUCH AS SURGE STONE TO PREVENT EROSION
, N . , ~ \ q ~ 'r TO BECOME ESTABLISHED. i~~~o ~ ~
, ~ R~~ ~ 9 ~ ~ , ~ ~ ~ ~4 ~ - TL T DISPOSAL AREA MUST BE GENERALLY SMOOTH ANp WELL VEGETATED.
k ~ \ d v , , i` a OUTLET AREA THE OU E ~ , ~ ~ ~ 0, ~ ~ ~
k F . 1 ` ~ ~
p. ~v 21 LI S BE VE TATE A DI TUR D AREAS
V A V ~ k k k , ..r'r ' ~ ~ ~ \ , t , , L~ , , k ~ k A ~ , , , A A _X~ ~ ~ ` ~-X'~' ~u ~ ~
o 9 ,gyp,, o„ ~ \ 1 ~ ~ ~ \ ` \ Y " ~ ~ rnNSTRUCTiON SPECIFICATIONS
z, e ~ v, ~ ~ ~ ~ ~4' ~ ~ H IP AND ~ ` 1, 1HE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE ExTEN01NG 6 INCHES OVER T E L
~ 1 0 i v v ° ~ BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE. THE UPPER EDGE SHOULD ~ ~ ~ ~ ~ T SOD AND BE SECURELY HELD IN PLACE W1TH CLOSELY SPACED / ~ ~ ~ A BUTT AGAINST SMOOTHLY CU
' ~ 'v ~ ~ ~ o ~ / F ~ ~ ~ ~ ~ \ HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES LONG, ~ ~ ~ ~ T RM RUNOFF,
v v ` ` 2. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING OF S 0 ~ ` ~ ~
v ~ / ~ ' y ~x WELL ~ ~ ~ NSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. (NOT ON FILL) ~ ~ 3. CO ` VYE~L I ~ ~ ~ TR T A 20 FOOT TRANSITION SECTION FROM THE DIVERSION CHANNEL TO BLEND SMOOTHLY Q ~ ~ 4. CONS UC
~ ~ WITH THE WIDTH AND DEPTH OF 7HE LEVEL SPREADER.
o , , _ , v ~ ~ R A PROPERLY 51ABILIZEU SLUPE. MAKE r ~ \ 5. DISPERSE RUNOFF FROM THE SPREADER AC OSS l~ AT THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM CONCENTRATING. ~ ~ SURE TH
\ , ~ ~ / ~ v ~ \ ~ k \ i , ` ~ ~ ~ 6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE OISTURBEU AREA
l~ V A A A ~ ~ c , 1P~ ~ ~ OF THE LEVEL SPREADER,
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I 1 1 k k \ ~ , , ,a°F-ES-7 ~ EV~L ~SPR~AD~R ~lY , ~~v k k' ~"vv DRAINAGE ENTRANCE
v ~ ~ ~ ~ ~DE~`AIL H1S~. SH`~ _ k ~ ~ EE T S4 k - ~ ~ ' ~ ~ I ~ DEVICE AREA Q~ 10) WIDTH DEPTH END WIDTH LENGTH - `v ~ , ' ~ ~ A , 0,7 CFS 10' 0,5~ 3 10
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~ ~ ~ r i ~ ~ ~ ~ r ~ _ ~ PERMANENT DITCH LINING
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~ ~ ~ i ~ ~ i, _ ~ ~r ~ ~ r ~ ~ TEMPORARY DITCH LINING I Ili 1[r ur I l
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~ ~ I I I ~~Q \ lA y ~ ~ ~ ~ ~ 14 Q _ ~ " LEVEL SPREADER ~ ~ ~ , ,
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STORM DRAINAGE CHART ~ i ~ ~ ~ OFFSITE DRAINAGE 23484 R AREA=108 AC. ~ ~
PI ~ Actuol pipe Pipe Pipe ~ pe t~ i' ~ m ••~'GI •
Drolno a Discharge Flowing Dlometer Length Slope ~ ~ 9 ' ~ q~ ~ PQ.~o
Arco 425 Full D L Upper Inv. Lower Inv, S \ I ~ - ((ll w ' 1 ~ It (in) (ft) - Elevation Elevatron (X) ~ ~
From To Rim (ac) (c s) P~ Y _ r ~ ~ 6 ' - , 466.00 465.60 ' 0,57 ~ i ~ ~ ~ 7.9 118" RCP 70 _ ~ ` ~ ~ ~ ~ ~
FES-1 ~ FES-2 N/A 0.97 5.2 i ~ _ _ _ _ ~ ~ ~ ~
F S-3 'FES-4 N/A 13.6 41,6 52,1 36' RCP 82 450.00 I 449.50 0,61 E ~ ~ ~ ~ ~ ~ `7i~ ~
_ . _ I. _ _ ~
10.2 17,1 24' RCP 88 448,20 447.70 4 0.57 FES-5 FES 6 N/A 2 50 0 30' 60' 120' 240`
' I
-7 ~ FE5-B N A 1.90 7.6 8.3 18" RCP 64 426.40 426.00 { 0.63 FES / ~ i
SCALE 1' = 60'
TWIN 54" RCP 2 ® 75' ! 408.90 4UC.4u u.o i HW-9 HW-10 N/A 130 170 -
Sheet No,
Date B~ Designer Scale No. Revision w&R 1 "-60'
- Drawn By Date TDI GOLDSTON, LLC PROPERTY GRADIN ADING & STORM DRAINAGE PLAN WITHERS& R"ENEL SOUTHERN SECTION ENGINEERS I PLANNERS I SURVEYORS C-4
- - - - - - - BDH 2/5/03
- " Checked By lob No, WAKE COUNTY, NC 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
- - BDH 202154

1 ~ ~
HATCHED AREAS REPRESENT SOILS WHICH ARE ~UITABLE
FOR SEPTIC FIELD'AS DELINEATED BY OIL & EN~'RONMENTAL ~ ,
CONSULTANTS, 1NC. AND SURVEYED B WITHERS & AVENEL, I
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t ; i , ~ , ~ ~ r PPLY LINE TO / f FOR 3 SAD / f`.. ; / ~ _ , _ ~ i ~ ~ TOTAL 414$ SF 2505 SF
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~4 ~ ~ r, r r ~ k / ~ Ih 1N111 k i k k ~ k k k / 1
i 1 1 1 ~ ~ ~ ji. i ~ ~ ! 1 ! 1 ~ . + ' 4~ J i I 1 , 1 r ~ _ r. r • ~ e 1J \ k ~ i ik ` k k. k k~ ~ I
j i, . I ! ~ ~ ~ , a. r ~ . f 9 1 I ~ ~ ?77 ~ ~ ' i t ~ ~ r„ ro k'k ~k k k k ~ k ~k k P t " `uVv
i ~ _ ~ r f~ :a. ~ 1 _ t~ ~ - o n +i I r, I ._i ~ J ~ r~ ' ~ l l~ v~ n r i°_ _ ~ i ~ , S? I k AIL ~ k k ~ Q'i, ~ ~ a k F k ~ k ~
~ - Its ~I ~ I t ~ ~ _ ; r ~ , ~ , ~ ~ ~ ' r ~ ,j,.d 1 1 a° ~ 1 ' ~ 1 ~ G , ~ ? ~ 1 f 1 k 1 k N . k..~y ,
- - 1 ~ h ~ ~ ~ 1 1. ~ . , ~ \ r l ; ~ ~ ~ ~ , r ~ ~ 1 1 r p ~ V k ~ ~ ~ ~ ~
~ ( ~ i N~" ~ ~ r ,4 ~ r i r it ~ ~ ~ . ) ~ ~ t - ~ ~ . { 7 ~ I ~ t i 1 r 30 1 _ U -r k ~ k .'i ~ , ~ k ~ ~pk ~p k ~
r ~ i ~ i~ ~ , , ~ , i r , ~ , ~~.~.t ~ ~ ~~t~ ~ d,Q x NOTES. ~ ~ _ ~ ~ ; , • . ~ { _ ~
7 ~A' ~ ~ . ~ ~ i ~ k
RVEY B`~~WITHERS & RAVEt~EL, INC. ' ARY SHOWN IS FROM SU ~ BOU ~ ~ ~ ' . ~ i t ! Nip'` r l ~ , - , , - p . r ~ ~ , ' r" \
r~ _f ONTOUR INTERVALS IS FROM ~ ~ , ~ ~ ' ; ~,L .1. ~ ~ . ~
r ~ ~ r ~ , ; EXISTING TOPOGRAPHY SHOWN AT 2 C 2. ~ ` A N L INC. 5~ INTERVAL CON'FpURS , ~ ,r~ ~ ~ ~ ~ ~ 3 ~ , FIELD SURVEY BY WITHERS & R VE E , i , , ~ ~ , _ , r i r f 1 r~ 1_ i l ~ , f s
y , , ~ t WN ARE FROM WAKE COUNTY GIS INFORMATION;... ,
I ~ ~ ~ I i rl r d ~ 0 t ~ ~ ~ , 1 , ~ .
H WN AS DELINEATED~~ ~Y SOIL F ITABLE SOILS ARE S , r 7 ~ - ~ , ~ r _ r 3. LIMITS 0 SU •
A,~~ , ~ ~ ~ . , r ~ ~ + TANTS AND SURVEYED BY WITHERS & ~ ` ~ ' - r NTA CONSUL ~ ~ ~ ~ ~ ' M L ~ & ENVIRON E 1 f ' ` ~ i d y + 240' 0 30' 60' 120' ~ ,
~ ' ' i ~ A. r 1.-` ~ ~ " 1 \ r AV N ANC, R E ~ ~ ~ 1 ~ ~ r ~ ~ \ ~ ~ I C, . ~ 1 r.
'420- T , k
' r l SCALE; V = 60'
X'A" X, -A' No. Revision Date B Designer Scale
Sheet No.
W&R 1 "=60' 9 & 10 RIPARIAN BUFFER IMPACTS WITHERS R"ENEL )R SEPTIC FIELD SUPPLY LINES ENGINEERS I PLANNERS I SURVEYORS C-1 1
- Drawn By Date TDI GOLDSON, LLC PROPERTY LOTS 8f 9 &
8DH 4/15/03
NC FOR SE Checked By Job No. COUNTY, WAKE 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax; 919.467.6008 www.withersravenel.com
- - 8DH 202154

OFFSITE DRAINAGE
AREA=3o,3 AC, .

/
y / i i
,
/ i
/ ~ / ~ ~ ~ ~ Y ~ ~ Ww w "7,,,~- , ~ Y Y ~ ~ ~
i ~ Y w't'~wY~ ~ ~ ~ ~ w
- i 1 ~ ; / ~ ~ i ~ ,?"i ~ i 1 ~ i / ~ , ~ ti ti~ ~ ~ , E~T'HEN C~VEL,.~IP y- w,Y wfJ
/ / i I / / i NA BE ~CONST TED rw ~ I~ -rs ~ ~ r !J
5 ~ ~ ~ r' _ q.2 , J / AT CONSTANT EL~IATTON I,~ ~ A ONE IT Et~ftIRE LENGTH ~ w'
, HEYOUO~i EACH~OF THE llWww `~I~
~ YELE1hCTION ,POINTS $1~8WN,~ v~" i,~( DOWNSTREAM "LIP" MUST BE LEVEL i ~ THE ENTIRE LENGTH OF SPREADER,
y ~ ~ ' Y ~ ~ ~ ~ ~ ~ SPREADER LIP MUST BE 1' MINIMUM. ~ ,EL~V ~ VATI N. ~ 5EE PLANS FOR ELE 0
,I _ ; ~ Y ~ ~ ~ ' TEMP. DITCH ~ ~
. ~ ,r
/ ~ i ~ STABI~r U I R~FED ~ PERM, DITCH Y oun A ~A" ~ FLOW
~ i ; ~ ~ ~ -r ,~.INING ,(TYP,) - - -
~ ~ i v ~ ~ ~ _ iii"-~r~rr~!!'-~4n''~~'4~!llm~krK ~ ~ Y~ ~ ~ ~ .iY
~ / ~ 'i ~ ~ ~ ~ - 5 -
~ ~ l') 6 ~ ~
- ~ ~ I ~ . ; I , I ~ i Y ?J
r ~ , i ~ U r ~ ~ ~ ; Y. ~ ~ GRASS LINED CHANNEL ~ ~ EL'~EV ~
~ ~ v ~ I ~ ~ ~P 6" DEEP, 1' WIDE c ~ ? T~ SEE PLANS FOR LENGTH AND ELEVATION
- ~ v ,m _ i I r-- v ~ ~ , ~ ~ ~ NOTE' EROSION CONTROL NETTING TO BE INSERTED ~ ~ _ ~ etin cFCURED IN GRASS LINED CHANNEL.
~ ~ ~ I 0 ~ ~ \ 0 ~ i ~ ~ ~ 21+00 ~ ~ ELEV
v
. I ~ ~ T T TIN ~2 , ~ ~
, ~ 9 , , . 'I , e - P R P CTIVE VIEW CROSS-SECTION VIEW
J ~ CLASS B I~PRAP E S E ~o QS k ~
- ~ W/ FABRIC INER
Q k k ~ ~ ~ ~ \
k k k ~ ~ ~ ~ I ~ \ k ~k / V \ 1 \ SPREADER LIP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL TO UNIFORM
k I~. p \ ~ ~ \ . \ ~ k i HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE SPREADER. PROTECT IT WITH AN EROSION
~ , ' ~ Oa v o ,r v , ~ RESISTANT MATERIAL SUCH AS SURGE STONE TO PREVENT EROSION . p~
\ Ok ~ \ ~ I k" o TD BECOME ESTABLISHED. ~o ~
" 4 v 1 TAR A- 1HE OUTLET DISPOSAL AREA MUST BE GENERALLY SMOOTH ANp WELL VEGETATED,
'Y v 1 . ~ F ~ ; ~
21,
~ ~ , k k ,11I . \ ~ VEGETATE ALL DISTURBED AREAS V
~ r k ~.A. " i (a 'p , 'v ~ ~1' o, X ~ CONSTRUCTION SPECIFICATIONS
\ . ~Ae_ a, w. w. ~ 1, THE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE EXTENDING 6 INCHES OVER THE LIP AND
, ~ d `1 I BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE. THE UPPER EDGE SHOULD
r \ / - F ~ , , i / ~ BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY SPACED ~ ~ ~ ~ ~ HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES LONG
b' ~ f / ~ .Q \ PRA R i VEL FOR UNIFORM SPREA LNG OF STORM RUNOFF, ~ 2, ENSURE THAT THE 5 E DE S LE D
\ _i' C'' \ / _.____420. k,~ i ~1; ` ` ..%1 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. (NOT ON FILL)
~ o \ ~ x WELL LOT / ~ - ELL LOT 4. CONSTRUCT A 20 FOOT TRANSITION SECTION FROM THE DIVERSION CHANNEL TO 6LEND SMOOTHLY ~ ~
~ ~ WITH THE WIDTH AND DEPTH OF THE LEVEL SPREADER, ~ i PERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE. MAKE 5 DS
i , , ~i ~ ~ SURE THAT THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM CONCENTRATING.
11 ~ ~ ~ \ ~ 6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA 4P~ ~ ~
I 1 0 ~ k - OF THE LEVEL SPREADER. ~
r ~ I ~ L~ 3 r,. i ~ ~ _430----------~ ~ 41' L ~ ~ ~ ~ ~ ~ ~ ~ ~
OUTLET PROTECTION k ~`,4 \ ~ ~ 2 ~~,4 ~ 2Q X30
, ~ J~ 0, k~ ~ CLASS B RIPRAP , ;~Av I ~ NO SCALE
F I IN R ~ ~ ~ , W/ ABR C L E ~
~ V10~S,3 FPS ° do k r HW~ 4 \ ~ 43 t ~ r v y
- l r ~ 1 I i 1 1 t
k k k ~ k k k~ k k k 1 ~
1 r 1 k k k k k k k 1 ~ k k 'k k t 1
i.. I l ° ~ . i k k t k p k k k t
r y~ A ~ ~ ~ k k . k ~ O k , k k t 4 ~ I ~ i l ~ I i I k k. k ,
~ ~ ~ ~ k ~ k I i oo \ ' L PR'EAD R TY k~ i ~ I ok ~~7 ~ ~ k ~ 't!" ~ ~ ~ ~ j ~ LEVEL SPREADER SUMMARY CHART k ' 1 ~
~ 'SEE ~AIL~THIS,, Sh~'~ ~~5-~ k • , , , ~ DRAINAGE ENTRANCE
~ ~ I ~ ; ~ • ~ ' ~ I DEVICE ~ AREA Q(10) WIDTH DEPTH END WIDTH LENGTH 1 , ~ ~ 1
I Y„ A 1 V+~~ ~ A k., , ~d-~ ~ LS-1 0.19 AC. 0,7 CFS 10 0.5 3 0 ~ ~
~ ~ ~ ~ l/~ \ \ v La O ~ / VAA A ~N ~ ~ 3 , 9' , LS-2 1,04 AC. 3.8 CFS 10' 0.5 3 50
~ ~ ~ 1 i
9~ - ,~v ~ I \ ` B, F ~ LS-3 0.87 AC. 3,1 CFS 10 0.5 3
~ , A \ l ' \ 420 ~ 0 ` _ • t ~ ~ ~ - 7 F 10' 0,5~ 3~ 94' ~ LS 4 2.00 AC. .2 C S
' ' r T PR T' TI ~ ~ ~ J ~ ~
~ v r \ 3 t ~ \ CLASS B RIPRAP , ~ . . gyp,
~ ~ ~ ~ v _ `v W/ FABRIG.LINER tiR 1 ' ~
\ ~ 13 ~ ~ I , 3 Q \ \ i ~ ~ e o ~ ~ ~ F ,
\ , r ~ IN PR T TIN \ 1 . ~
~ ~ ~ ~ \ O / ~ ~ ~ r $ B RIPRAP ~ a~ -430---~, \ ~ ~ LEGENO ~
, I ~1,~. ~ / FABRIC LINER ~ ~
I DISSIPATOR PAD Aar ~
~ 19 ~ I
I r 1 \v r ~ ~ I t J ~ ` ` ~ PERMANENT DITCH LINING
~ I ~ ~ A ~ I ~ V • ~ i'
~ ~ I ~ i V , ~ I r V ~ 43 ~,3 ~ TEMPORARY DITCH LINING ~-~y
~ I \ 0~ I ~ ~ I i r r '440 - - - ~ i ~ ~
~ , ~ I r ~ r ~ \ r ~ / i i •
~ r r A ~ 14 ~ ~ LEVEL SPREADER
r , ~ r , , ~ r , ~ A ~ ~ ~ ~ ~ t! ~ ~
I r \pA ~ ~ ~ i ~ ~ ~ p'
I 0~ I ~d \ y ?p k k t ` k k t
I i I ~ 1 \ k k ~
I 4 1 8 A v I ~4~ , k 1 t k k . k k k t
r s \ • k k \ t k k t ~ \
I .e k k k
II 4 k k t I ~ . k
I 4~ I ~ - `
/ ~ - ~ 950. ~ k ~NYIHNµ~h
~ ~ 1 r ~ J k ~.~'N CAR b
~ ' I i~ / Q~''"~""'w. ti ~ ~~,SSIp a 9
17 ~ ~ N' ~ 4 ~
STORM DRAINAGE CHART 95z ~ OFFSITE DRAINAGE SEAL
PI Actual Plpe Pi Pipe Pe Pe ~ AREA=108 AC, ~ 234$4
Droina a Diechor 6 Fbwin Diameter Lenpih Slope 9 25 ~ Fu119 D l Upper Inv, tower Inv, S - - ~ , d 4~1
Area Q ch in (fE) Elevation Elevation (X) ~GJ From To Rim (ac) (cfe) Capa y O 16 E D~ ~
/ 454 F - - N A 0,97 6.2 7.9 16" RCP 70 48600 466.60 0,57 ~ _ - _ ~ ES 1 FES 2 / - / r, ,7
- - -
~ _ 102.2 38" RCP 149 450.00 446.70 2,35 ~ FES-3 JB 4 N/A 13,6 41,6 ~ ~ s ~ . r.
- 1 13,6 41,6 52,9 36" RCP 96 44660 446.00 0.63 / JB-4 FES-6 JB 4/36 ,30 _ ~ ~
- _ - 0 30' 60' 120' 240'
FES-5A FES-4 N/A 2.50 10 2 17 i 24" RCP 88 448 20
, 1 FES-7 FES-® N/A 1,80 7.8 8.3 18 RCP 64 ago w- I
SCALE; 1' = 60'
ShejNo.
N0. Revision Date B Designer Scale W&R Drawn By Date TDI GOLDSTON, LLC PROPERTY GRADING 8 NG & STORM DRAINAGE PLAN WITHERS R"ENEL
- BDH 25/03
Checked By Job No, WAKE COUNTY, NC sot SOUTHERN SECTION ENGINEERS I PLANNERS I SURVEYORS C-4 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax; 919-467.6008 www.withersravenel.com
BDH 202154

~ ~ ~ ~
I ~ ~ ~ r 42 ~ ~ ~ p I ~ ~
- ~ ~ \ ~ \ s wxs Lxzz v J ~ ~ CLASS B RIPRAP ~
~ \ I ~ ~ v W~ FABRIC LINER , ~
V10~3.2 FPS
,
I /y~ ~ ~
~ ~ y-.. „ r -
~ I ~ ~L ~
-7- ~ ~ AQ~.. % ! ~ 7 ~ ~ ~ ~ : I 1
i ~ i ~ ~ ~ Q i i ~ , 1 ~ ~ \ ~ ~
i , ~ ~1 M LX ~ ~ , J` ~ ,
0 ` , C S B RIPRAP / W fAR INR ~ D ti-~ ~ ~ , ~ I FED-2 ~ ~ -1 ~
1 / B IC L E , V10r7,8 FPS ~ ~ ~ ~ \ a i i /
~ ~ m ~ ~ ,
/ ' ~ ~ ~ ~ ~ / r l r ~
i f / i ~
/ ~ ~ ~ ~ ~ - 6, ~ 0
~ _ _ TEMf1, DITCH INING TYP, - ~ ~ ~ ~ ~
i L ~ ~ cp ~ ~ i ~ ~ ~ PERbI, DITCH. I ~ ~ o \
l ~ ~ LINING (TYP;) ,4so SEE GRASS SWALE DE7All D p ,J
i~ 4 , ~ ~ FES-5 JB-4 ~5 , CALCULATIONS BELOW F.OR ADW~A ~ ~,6 WX61X22, ~ ~ JB-4 DI~'CH RUNOFF TRE~TMEi~T A ~ ~C1A55 B:RIPRAP J
~ ~ i ~ W FAB IC LINER ~ ~ T0~ OF FILL-SLOP, ~ ~ ~ ~ / ~
~ ~ ~ 1 ~ i ~ i i SW~tLE LENGTH PRgVIDED~~ IS d00 ~
~ ' ~ ~ ~ i ' i ~ I I 8 ~ A (50 ~ ~ ~ ~ p~ i ~ ~ i i
PUB// tilt i ~ ~ c ~ ' o. (,f C ~ ~ ~ ~ ~ i i ~ ~ .35
1 ~ i nn t ~ i / ~ 0 ~ ~ 1 ~ t ~ ~ - 1.JG 1 .,~s~,
_ \ ~ ~ _ - _ ~s _ _ , \ _ t ~ 21+~ ~ 70+00 ~ 4 ~ .Q ~ ~ ~ , i
_ `-i S ~ - I ~ i t ~ ~ 3 1 i A ~ ~ \ 1, ~
t _ r- ~ , , , y
t ~ _ t - ~ ' g?-`'+_- goo ` ~ ~ i ~ ~ \ i 1pkb0 / ~ ~ ! ~ I ~
_ : . ' y~ i ~i ~ ~ , ~ I ~ ~ ~
r f6+00 ~ ~ II r- ~ ~
- - + - I ~'`~a t , ~ ~ I ~~i ~ .
~ ~ ~ ~ \ i ct I ~y ~ ~ ~ ~ / ~
~ ~ ~ ~ 'w ~A ~ 454 ~ i o,'~ OFFSITE DRAINAGE ~ ~
~ ~o ~ ~ 1w ( FES-3 r ~ FR ~ V ~ ' SE LEVEL SP EADER D IL ~ON S CA~„ AREA=1 ~2 AC, ~
o"~ ~ ~ t I ! IN PR T TI N 22
~ ~ Q ~ t 18 WX 10 LX22 D ~t a5a ~ r.. Ll! CLASS B RIPRAP ` 23 ~ V v
I ~ t ~ q- W W/ FABRIC LINER I ~4 i
t U aS l f ~ ~ 33 ,1' ~ ~
21 ~ ~ ~ ~ I . A 11,1 1
3 ~ . ~ ~ r w
I.EVEI SPREADER SUMMARY CHART
1 \ t \ ~ . ~ J ~ f DRAINA E ENTRANCE y ,
~ / ~ \ \ ~ \ ~ \ ' \ DEVICE ~ AREA Q(10) WIDTH DEPTH END WIDTH LENGTH
\ / \ ~ ~ ! ~ ~ ~ ~ - P T N ~ t ( i LS-3 0,87 C, 3,1 CFS 10' 0,5' 3' 41'
~ CLASS B RIPRAR I ~ 4~ ~ LS-5 2,35 C, 6,8 CFS 10 0,5 3 89
x;~ ox ~ ~ ~E~~ ~~pT ~ W~ FABRIC LINER ` ..r ~ ~ WX14LX22 D i,'
~ LIMITS ~iF t v1o~s.3 FPS m "`r ~ 1 ~ 0,455 B RIPRAP 100 YR, ~ FJ 1~' GRAVEL UN~UITABLE~ ~ t ~ ~ ~ ' % 1 ~ 1 100 YR, EADWATER
~ ~ ~ ~ b W~ FABRIC LINER ~ 2 ~ ELEV,¢4 3.9 A HESS ROAD S LS ~ - a ~ ~~so. ELEV,¢4 3.94, ~ ~ ~ 1
y. ~ s ~ 100 YR, HEI ~ ~ O , ELEV,+1'~4~ 100 YR, HEADWATER ~ A
~ ~ ,t FES*5A 32 ELEV,+1 *454,94 ~ ~ I" ~ \ l
t ~ .w ~ t I
t , k t t I i A ' ~ \
LS-3 '4~0. ~ ~ , ~ / ' ~ ~ ~
~ ' ~ SPREADER 3°~, t~ ~ SE~.L~EL ~ t ~ V DETAIL ON'SHT, C4, EXISTING ~ i ~ ~ o ~
. `'WETLANDS ~ ~ i i , ~
T'`FP, Ir+ i % ~ ~ ~ t ~ ~ ~ ~ t ~ ~ , ~
t ~ j
k k k k t i k k t t~ 1 I / i / ~~t. k ".k k ~ t ~ i 1 _ ~ / i
t k k i k~ k ~ ~ t / k ~k k / k i k ~ 'l ~ ~ 1 r
' / k .k \ ~ ~
t t ~ FES-~~ ~ , ~
V I ~ / 1 / ,v ~ , c~ F ~ ~ 1
1 ~ ~
r 1 I / ,o ~ ~ ~ ~ ~
t t , , ~ ; I I
i 1 1 ~ / / ~ 1 ' i } l I ~ i 1 t i 1
t t . t. o (/1~' , ~ I ! ( ~
h ~ i _ 1 ~ 1 ~ I ~ ~ I I ~ ; I.
~ i ~ I I ~ ! i ~I - ~ I ( I I 1 t ~ I
V ~ I ~ ~ ~ / ~ I I ~ I \ I ~
'Q~ ~ ~ ~ ~ ~ ~ I ~ I ~ ~ ` ~ , i ~ ~ ~ t ~ ~ t o I
Q F t t ~ J ~ / ~ ~ t ~t i ~ n F , , , ~ ~ 27 ~ I / ir~~
_ t ~ ~ ~ ~ ~ ' ~ ~
~ ~ tt ~ ~ t I ~ i i ~ t - - A ` ~ ~ ~ ~ ~ ~ ~ ~ aq I
~ ~ ~ ~ I ~ ~ k ~ i ~ ~ t ~ ~ ~ ` 1 ~ , ~ ~c'` ~ ~ ~ I I
goo„ ' I ` ~ II ~ , I 1 ~ I ~ ~ t ~ I ~ I I
o ~ I , , ~ ~ , 9
~ ~ , I ~ ~ ~ , ~ -4' 29 ~ ~ i
~ i ~ ~ 1 t ~ ! t + ~ ; ~
4 I t ~ 1 I 1 o i 3p , t ~ ~ ~ ~ ~ I ~ 28 i r i o ti ~ ~ ~ ..r,...,.. i 1 ~ 1 . A ~ ~ ~ ~ ~ W ~ ~ ~ ~ ~ ~
.1 ~ / A ~ 1 i I I ~ I ~ ~ I 1 ~ \ ~ ~ m - ~ ~ ~ ~ ~ PTA > 1 + h ~ '
I ~ 1 ~ i ~ _ - I ! I ~ ~ A 1 ~ ~ A t
'E. ~ ~
~ ` I y ~ a 1 X11 /
- Ay - - ~ ~ k ~ O t~ t O t.. ~ ~ 0~ ~ k t ~ ~ ~ ~ t t ~ ; ~ ~ m
A - ~ ~ ~ k k t - ~ ~'t I ~ 1 / / + , A k ~ Y~ I ~ A ~ / /m
0 1 - k t k ~ ~ I ~ t t , k 18 t -,3 AC, RAINAGE AREA-~ 1 OFFSIDE D
~k k t i I t , t k k i \ 1
k k k ~ - ~
~i. k t 1 / Tl
T ~
~q t k k 50.. ~~/NINIp
CAR"'~? pK 1, .
~ ~ ~ 1 ~ `hq'/~ LEGEND • ? ~,SSI 9 ~Y
17 ~ ~ 4S ~ ~ ROADWAY ~ 4 9`
? ~ FSITE DRAINAGE" ~ \ ~ k ~ EA=108 AC. SEAL DISSIPATOR PAD
~ ~ ~ STO DRAIN GHAT 23484
Pipe Actual Pipe Pipe Pipe raT,o scae Shop d ~ ~ ~
Dralnoge Diactwrge Fbwinq Oiometer Length Slope F ~ EX1S1~ G PDE PERMANENT DITCH LINING '~y q P Q( ~ N f
A~.~ Q2g Fup D L Upper Inv, Lower Inv, S gp;1 51.0 IF-III=II`I ~ a N TEMPORARY DITCH LINING ~-~_~u~:~
From To Rfm (oc) (ete) Capacity (in) (tt) ElevoNon Elevation GRASS SWALE CALCULATIONS - - _ - DITCH SECTION LININGS JGS
FES-1 FES-2 N/A 0.87 5,2 79 16" RCP - 70 - 46600 - 465,60 .,0,57 ALONG TOE ROADWAY OF FILL-SLOPE FROM STA 13+75 TO 14+75 I H _ _ - SHAII a'
DRAINAGE AREA AT DOWNSTREAM END OF SWALE = 0.30 AC. LL M L LL - - FES-3 JB-4 N A 13.b 41,6 1022 36" RCP 148 450.00___ 446.70 ,,.2.36.. Q(2)=1.04 CFS BE CURLED WOOD M I H S fNTHETIC NET. LEVEL SPREADER d~'~ , ~ l?~~
_ MAX. SLOPE = 4.OX J8-4 FES-5 JB-4/351,30_... 13,6 41,6 529 36" RCP 86 446,60._.- 446,00 083_-- n=0,30 - - ALL PERMANENT DITCH LININGS SHALL BE SHALL BE 0 30' 60' 120' 240'
_ _ _ _ _ _ LEFT SIDE-SLOPE=3:1 ENKAMAT 7020 OR APPROVED EQUAL, _ _ _ ~ _ n~" oro ~aR 2n 447.70 0.97 RIGHT SIDE-SLOPE=60:1 I EQUAL,
FES-5A FES-6 N/A_ L.aV V(2)=1,68 FPS DEPTH=0.14' i
- - - - - Q(10)=1.30 CfS, V(10)=1.78 FPS NON-EROSIVE SCALE; P = 60'
FES-7 FES-8 N/A 1,90 7.8 83 18" RCP _ 84 426,40 426.00 0.63
r~
No. Revision---- Date B Designer Scale 1. REV. PER OWO COMMENTS 6/6/03 BDH W&R 1 "=60' & STORM DRAINAGE PLAN WITHERS R"ENEL Sheet No. J
_ Drawn By Date TDI GOLDSTON, LLC PROPERTY GRADING & S
BDH 2/5/03
- Checked By lob No. WAKE COUNTY NC NORI ~ORTHERN SECTION ENGINEERS I PLANNERS I SURVEYORS C-3 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
BDH 202154

i SITE DATA
R D TRACT SIZE 49,95 AC,
P,I,N,'S 0750,02-58-8444 & 0750,02-69-0552 (PORTION)
ZONING R-30
Ml CURRENT USE FARM/RESIDENCE
TH - RO AD ,
130 PROPOSED USE SINGLE-FAMILY SUBDIVISION
3 TOTAL # PROPOSED LOTS 35

PROPOSED DENSITY 0,70 DU/AC,
' 30 000 SF MIN, LOT SIZE
CKS FRONT 30' \ sETBA , REAR 30
, ~ SIDE 10'
N/F N F N/F i' \ CORNER SIDE 0
GENE A, EVANS / N/F LObYIS SR. do ZELIA G, NORTON MAX, TOTAL IMPERVIOUS SURFACE 7,49 AC, (15~ OF SITE)
N 0750,02-58-27 IANA NORTON COFFER O,C. DOWNING PIN 0750,02-58-3990 PIN 0750,02-59-4097 N/F / N F ZONED R-30 ZONED R-3D - PIN 0750,02-'59-8$57 [PROPOSED ROADS ~ 68,000 SF (1.56 AC.)]
q50 / M i ZONED R-30 N/F JOSEPH w, & CHRISTINE w. DEAN WILLIAM J, HAIR, JR, B 988 PG 211 MB 19$7 PG 1171 CONSTATIN dt ELENA POPA ZONED R-30 MAX, ALLOWED IMPERVIOUS SURFACE PER LOT
PIN 0750,02-57-6147 02-58-2632 PiN 0750.02-59-6208 TOTAL ALLOWED 326,000 SF
ZONED R-30 ZON ZONED R-30 , MB 1978 PG 159 M8 1988 PG 211, 425 M6 1987 PG 1171 LOOM N F ROADS -68,000 5F /
LOOMIS 5R, dt ZELLA G, ORTON 258,000 SF TOTAL FOR ALl 35 LOTS PIN 0750.02-69- S7 \ 258 000 SF 35 LOTS ~ 7371 SF IMPERVIOUS SURFACE ALLOWED PER LOT, , /
. . ZONED R- THIS PORTION OF TRACT 1 NORTH OF
, SMITH ROAD IS TO BE SUBDIVIDED FROM i'ce` , WAT R DISTRIBUTION ' R F TRA T 1 RESULTING WATER SERVICE COMMUNITY WELL/ E
' 425 THE REAMINDE 0 C , • ~ IN A STAND-ALONE PARCEL OF 1.15 AC.
N28'4424"E 748,23' N " '48' `E' 42p,y4"' • • . , N 751'1 "E .95' , SEWER SERVICE INDIVIDUAL SEPTIC SYSTEMS N '43 E 470,22' 2S N27'4325 E
748 22 1 63, . rt i , r 56 1 1 ~ i ,,.R , ~ 3 p' r .92
~ rt . _ ~ t ' , t ~ ~ ~ ~ , ~ ~ ~ , t ~ , , , , , _ ~ ~ ~~fy ss DEVELOPER/OWNER TUCKER DEVELOPMENT, INC. i AK ~ TY`
, 'X ~ . 1 r . r. r a , ~ ~ ~ . e ` , IL f'1`Y?t~ ` 1151 EXECUTIVE CIR,, STE, 201A , r1 , ~f,.., x' ~ ~F CARP, NC 27611
r , ! ~ f. / f , , , t F / , r ~ ~ F PH, 919-319-5554
598' ~ t `...1 s._ E. v '`F.. ~ , J . 1 ' ~ FAX [phone] ~i'~ ~ I~ 1,127 SF
n ~ , ~ ,r _ , , f ~ ~ ~ ' 1 ~ ~ , ; , , 30 NR6 7~ ~ ~ ' ATTN; JAMES TUCKER .r
ONE i ~ _ ~ r ~ ' T~ - , _r , Z ~ J _ ,,r ~ N ~~.r' P ~ it NI .r ~ N • \ I rp ! ~ ..f ~ I F J ~ ~ Y V , I ~ I / r' / ~ ~ ~ , y , ~ A~ p ~ ~ r a,0
, 1 . Y , , ,
483 ~ ~ l ' ~ ' ~ E ~ ~ ~ 1 ` ' m .,rr ~ ~ r .f-, 7( • t P ' , i ,r ~ i1 ~ R ` ~ / INEZ LOCKLEY GJiFFIN ~ ~,C~_ 1 ~ ~J
i _ A ~ x ~ 4 ~ ~ , r ~ da - v ~ ~ S ~ .;..6 ~ J PIN 0751.04-60-2262
. ; t. ~ r ~ , 35312 ~ , , P ' ' t ~~E~TI~ IE,~D ~ ~ ~ j ~ ZONED R-30 ~ ~ ~ l 1 ~ 1 ,9 ' ~ r i ~ 1 ~r S
~ ~ ' ( ~ i J ~ ` 33,292 SF ~R 100,4 9 5 ~ Via. • ~ ~ ~ , 31,244 SF , ~..y ~ I f I " r ~ ~ , ~ i~ ~ , t J ~ a ~ r ,
32 328 SF ($D ~ ~ ' ~ t o ' , 20 ~ + ~ r'-,.., ; . gL
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~ f ~ ~r. , ~ r 3t 79 w t , ~r _ ~ ~ , , s 34,851 SF ~ I ~
~ ~ t"' 78,284 SF O ~ • y / ; ~r . L. ` , r
r' ~.r ~ 'r ~ , .,r ~ 22s , ;I ~ IDA MAE MORRISON ~ PIN 0750 02-69-4842
1 ~ ~,.i ~ F ' , ~ w 275 ~ , ~ ~ t ZON R-30
a ~ m U „ ~ ~ _ ~ MB 19 PG 328 6 SDR21 I ~ r ~ ~ I A
y ~ ~ ab. ~~q,155fSF% ~ ~-,i_ 1 L„~ ro is 6 S[ W N ~ 1 ~ y, ~ .,r 25 a ~ PVC I 0 / ~ , r~ ~ ~ '`,r ~ , ~ ~ ~ PVC WL l ~ ~ ; ~ ~ ' ' ~
' i~ ~ ` yI' 36,257 SF ~ 11 ~ ~ ~ , ~ ~r" i ~ In ~ v ~ ~f h' r~ r ~ ~ { ~ r' 32 ~ ; ~ ~ ;d. ~ P
64?IJ4 SF , ca 35,181 5F
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E ~ ,r ~ ~ P R FLOOD STUDY BY ~ s set sF TYp, ~ ~ ~ r ' B ~ N/F 'm DONNA M, PATTERSON
, 1~ ~ ~ ~ ' ! L ~ ~ , . y l .a, ~ , WITHERS & RAVENEL INC, ~ ' 1~ ~ A" ''4. ~ , 1. 1 ~ d , ~ r ~ i~ , ~ ~ % ; PIN 0750,02-69-7964
°r, ~ : " ~ a ~ ~ ~ +~~~yy~ r: e ~~r ~ t i 1 l- 1~ ~ l ' . ~ f _ < r . 1 ~ ~ ' ~ ~ ~ ~ ~ s ZONED R-30 w, ~ r ~ ~,,i:. I , ~ i ~ ~
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, ~ , , ~ , s 53,609 SF' A , ,.f r,, , ~ ~ 4 , r r , g ~ i 1~~~ , r r
' ~ f1 20 ~ f ~ ' , h , ~ , ~ ~ ~ ` + 93,721 SF 'w, m ~ ~ ~ , , ~ ~ x ~ ~ ~ i r , i . ~ ~ ~ ~ ~ N F N F
r ~ ~ ~ ~ ~q ' ~ T"'7r' ~ f t a l 0,496 SF ~ ' ~ ` ' ~ i , 7 ~ 1 ~ , ~ / / 1~ ~ ` JAM REGINALD JUD E C, do ATRICIA M, BECKWI 0 , J,
f ~ r ~ y l / ' r ~ ~ 1 ~ . i ' PIN 075 ,02-69-8713 PIN 0751.04-80-9173 f r , r ,1, r 30 '
PVC WL ~ r ~ ~ _ r ~ ~ ~ ~ i ~ ~ t ~ , , a ~ r 1"'' ' , ~ ~ .J ~ i , r ~ ~ ~ a ~ ~ ~ . , ~ t ZO ED R-30 ZONED R-30 e ~ (
a 13 N ~ i <<_, , ~ ~ 7, ~a p. ~os~a sF 56 ~ ~ ~ , ~f ~ - ~r ~ MB 1 95 PG 450 MB 1983 PG 459 f'~- ~ 1 f r ~ ~ _ , ~ N F I ~ , ~ ~ . ~ ~ /
/ ~ 30 038 SF fi ~ i J,., ~ , ~ t'/ y25 J PW H ~ ' i ~ OSE W, & G RISTINE W, D ~ ~ ~ i i I t' ' ~ ; ~ f a6,3 a sF , 4 ~ ~ I + RUDOLPH A, dt WENDY DUNCAN ,r PIN 0750,02-69-9963
P - ~ / , . NRB ~ r ~ ~ , , ~ , ~ / , • IN 0750,02 57-6147 , ~ O G , r ~ N. ~ ~ , . ~ ~ ZONED R-3D / , j ~
ZONED R-30 ~ c~` ' _ ~ ~ r ~ , 1, ~ MB 1978 PG 159 ~ / 9 ,1 ~~~,7 ~ ~ ~ ~a , ~
I , ~ . ~ ~ . 54.aat 5F r` i~ ~ ~ l ~ t ~ ~I U1~'A LE~ 29 i e.~ r ~ ~ i ~ ~ r ~~7 - r 1 ~ ~ I ~
~ , , ,o ~ l ~ rr P iC~''~~F L~ ~ I ~ ~ ! ~d B 101,767 SF ~ ~ r•.. r ' I a
1 ,..1, r ~ y ' ~ ~ ~ ~ ~ ~ ~ „ s , ~ ~ ~ ~ F~, .858 SF ~ e ,z ~ , , , ~ 1 a - ~ ' , ~ , ~ ~ ' ~ _ , E ~ ~ 1 ~ j r. `f,. i
~ , ~ _ t 4 ~ ~ ~ i e5 _ , ~ r > m 653' /
, 3a,oo3 sF \ ~ ~ t . ; ~ / ~ m 4 1145.85
~ ' . ~ Y. r ,r.. rt... ' r s. S22'S~
DOTTED LINE REPRESENTS ~ ~ ~ ~ ~ r ,.s 6 21 X;' 4
$ ,z ~ LIMITS OF WAKE COUNTY ~ A.
titi FLOOD HAZARD SOILS (TYP,)
sJ • , S N/F
15 ~S8 ~a~,, ; ~ CRAVEN A, ~ CRAVEN A, & LIZZIE MAE W. LANGSTON
30,260 SF 1 ~ PIN PIN 0750,02-79-4611 ZONED R-30
30,443 SF R~ ~ ~s '
N AD 2 0
38,183 5F ~~8~ X15 ~ ~ ~ ~ 0~5~ ~ 02 p~ 2
S ~ (QOy~~ NOTES: ~
9 2 1``~---__. ~ 1. BOUNDARY SHOWN IS FROM MB 1988, PG 326.
I a ~ ~ JUn, 1(103 , o ~ ~ do
o ~ o~ ti 2. EXISTING TOPOGRAPHY SHOWN IS FROM WAKE COUNTY AERIAL, ~///11NIN11/~
~ 3. UNSUITABLE SOILS LIMITS AND WETLANDS SHOWN ARE FROM FIELD ~,,',~N CARp ' DELINEATION BY SOIL dt ENVIRONMENTAL CONSULTANTS, PA, AND • ~
ti ~ ~~~°,ayt^ ~ P V N INC. $$J ti.y SURVEYED BY WITHERS do RA E EL, F~ 0 .~9 ~~Q N'
a ~ ;Z 1 4, THIS PROJECT WILL BE SERVED BY A COMMUNITY WATER 4 ~
~ a4L o ti w ~ 9 ~ $c^'o ~ o DISTRIBUTION SYSTEM TO BE OWNED AND MAINTAINED SEAL BY HEATER UTILITIES, INC, ~4
q O d N4 e~ o~ ti 5. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN ~ ,
~o ti a oy o 2 w~ R MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT ~b~~LL THE BUILDE "Ki r , ~
do ~o a ~ ~y s FROM WAKE COUNTY ENVIRONMENTAL SERVICES, THE BUILDERS t ~q~a.,.~"' P PR PRIAT MUST b /1( ~ ENGINEER, ARCHITECT, AND/OR SURVEYOR (AS AP 0 E) +y/ EY
< 2~~~ ~a~ w~ CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MEET, Illnal /
° ti ~ ~ a• i 6, THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT
Dad w ~ STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD , SOILS 0R FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100
a ti ~ w ~ a`~o YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE (y ~ ,
~o~ o o~ LEGEND COUNTY AND/OR FEMA. T 0 50' 100' 200' 400'
ti ~ o~,~~ o 7, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WI H ALL APPLICABLE WAKE COUNTY SEDIMENTATION AND EROSION
N o w _ , _ . ~ ~ ~ n, CONTROL ORDINANCES, AND FLOOD HAZARD REGULATIONS.
~~'x _ AREAS WITH SAILS UNSUITABLE FO ~ - 'A ~ ~ ~~k~, k~~ CONVENTIONAL SEPTIC FIELDS (SUITABLE FOR g, THE WEII SITE ACCESSS ROAD AN ALL APURTENANCES FIELDS SCALE 1' = 100'
BD, ~ 4 ~.X.._ r,.x. ASSOCIATED WITH THE WELL LOT SHALL BE OWNED AND _ MAINTAINED BY HEATER UTILITIES, INC. ALL CONSTRUCTION SHALL BE IN ACCORDANCE
~ WITH CURRENT WAKE COUNTY SUBDIVISION
~ \ ~ r~nnni A,.i~r AAIn Al!`n/~T CTA ~IfIADIIC o. CDC!'IGI!"IATI(IAIC
VI(UIIV/11V1,C /'iIVV IVI.VV I JII'11VVnI~V.7 LX "I L.'-41
i
WITHERS R"ENEL )VERALL SUBDIVISION PLAN ENGINEERS I PLANNERS I SURVEYORS c.1
MWAKZ Revision Date B Designer Scale i/20/03 BDH W&R 100, Drawn By TDI GOLDSTON LLC PROPERTY CO. REVIEW-- Date OVERA
BDH 2/5/0 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
- Checked By Job No, WAKE COUNTY, NC
8DH 202154