20030887 Ver 1_COMPLETE FILE_20030716

Michael F. Easley, Governor
OF W A TF9
pG William G. Ross Jr., Secretary
7 North Carollna Department of Environment and Natural Resources
r
. ,? Alan W. Klimek, P. E. Director
.? Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 17, 2003
DWQ Project No. 03-0887
Wake County
Page 1 of 2
The Weisgerber Group
1426 Wall Road
Wake Forest, NC 27587
Subject Property: Highland Forest SID, Hwy 98, Raleigh, NC
UT to Laurel Creek [03-04-02, 27-11.5-1-(1), WS-IV (water supply) NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 86 feet of perennial stream and 6,321 square feet (ft2) (0.145 acres) of protected riparian buffers for
the purpose of constructing a shared driveway between Lots 6 and 7at the subject property, as described within your
application dated July 16, 2003. After reviewing your application, we have decided that the impacts are covered by the
N.C. Division of Water Quality (DWQ) General Water Quality Certification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-
discharge, and water supply regulations. Also, this approval will expire when the accompanying 404 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 you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A
NCAC 2B.0233(5).
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Deed Notifications
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands
Page 2 of 2
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms
shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this
Certification Approval and Authorization Certificate.
4. Water Quality Certification(s)
The proposed project must comply with all of the conditions of General Water Quality Certification(s) (GC) 3402.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 1508.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
XD W. Klimek, P.E.,
WQ, Director
Attachments: Certificate of Completion
GC 3402
Cc: Scott Mitchell, Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 030887
Date: July 17, 2003
bz
SPAULDING & NORRIS, PA
1 I' mmilw #001 I:ngiIwcrin" •I;nvir()nin('nt,it
0N
July 16, 2003}?
Ms. Andrea Wade ? ?ZDZ.7) Mr. John Dorney
US Army Corps of Engineers NC Division of Water Quality
Raleigh Regulatory Field Office Central Office
6508 Falls of the Neuse Road 2321 Crabtree Boulevard
Suite 120 Suite 250 ;f7
Raleigh, NC 27615 Raleigh, NC 27604-2260 FIL 1 1
Re: Pre-Construction Notification Application Form for Highland Forest Subdivision
Wake County AIM 1401 U?Qm"00D
Dear Ms. Wade and Mr. Dorney, JU 1J,
Attached is one copy of the completed PCN Application Form for Highland Forest Su?L ?? eG
County. Highland Forest is a proposed residential subdivision owned by The Weisge ECMIoN
plan for this subdivision is illustrated on the attached "Highland Forest Subdivision -- Stream and Neuse
Buffer Impact Map (EX-1)". As illustrated on EX-I, the only access to lots 6 and 7 is through the
installation of a driveway stream crossing. The profile for this proposed driveway crossing is illustrated on
the attached "Highland Forest Subdivision - Proposed Driveway Plan and Profile (EX-2)". The attached
profile drawing illustrates the proposed placement of culverts, adhering to the requirement to install one
culvert below the existing streambed to allow movement of stream biota. Impacts from the proposed
driveway crossing have been minimized as much as is practical by designing a shared driveway and by
increasing design slopes to maximum acceptable limits. Additionally, the common lot line between lots 6
and 7 was adjusted to provide a more perpendicular crossing and to avoid much greater impacts to the
stream bend just east of the current proposed crossing location.
Locations and details of level spreaders designed according to DWQ recommendations are illustrated on
the attached plan titled "Highland Forest Subdivision - Drainage (C-2.0)". This subdivision covers 18.19
acres with no existing impervious surfaces. Approximately 2.78 acres of impervious surfaces (includes
roads, building./botprints and driveways) are proposed for a total proposed impervious surface percentage
of 15.3%. Hence, no additional stormwater management devices are planned for this site. A signed and
notarized "Level Spreader Operations and Maintenance Agreement" is included in this submittal package.
Thank you in advance for your time spent reviewing this PCN Application. Do not hesitate to contact me if
you have questions, comments or concerns about this application.
Sincerely
Scott Mitchell, PE, ISS
Environmental Engineer / Scientist
Cc: Mr. Roy Conoly, Spaulding & Norris, PA
Afia?
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Phon c: [phone] • ktx: [phone] ? ()"12 'hiniry 1y(),l(l • Iy;ilcigh, No nh Car()limn 17007
Office Use Only:
USACE Action ID No.
(if any particular item is not
1. Processing
1!
h- J
2pp?
DWQ No.'4
to this project, please enter
%"
?'?or
J
2002
or "N/A".)
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
Z 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
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
Owner/Applicant Information
Name: The Weisg_erber Group
Mailing Address:_ 1426 Wall Road
Wake Forest NC 27587
Telephone Number: 919-570-0418 Fax Number: 919-570-0419
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Scott Mitchell
Company Affiliation: Spaulding & Norris, PA
Mailing Address: 972 Trinity Road
Raleigh, NC 27607
"Telephone Number: 919-854-7990 Fax Number: 919-854-7925
I?-mail Address: _ Scott a>s auldingnorris.com
Page 5 of 12
lll. 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: Highland Forest Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0881648138
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Highland Forest
Directions to site (include road numbers, landmarks, etc.): From interchange of HWY 50
And HWY 98, proceed west on HWY 98 approximately 1 '/4 mile. Site is bounded by
HWY 98 to its south and the Wake / Durham County line to its west.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake)
UT to Laurel Creek
River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httt)_//h2o:en_r_._st_a_te,nC.us/admin/ma s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The entire site is currently covered by mature forest
vegetation. The site is bordered to the east north and west by mature forest vegetation.
Across HWY 98 from the site (south) is a low density residential subdivision.
Page 6 of' 12
10. Describe the overall project in detail, including the type of equipment to be used:
This project will provide infrastructure necessary for a low density residential subdivision.
Equipment used for construction of this project includes but is not limited to, track-hoe
excavators, bull-dozers, pavers, graders, etc.
11. Explain the purpose of the proposed work:
This project will provide infrastructure necessary for a low density 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 USAGE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A Notification of Jurisdictional Determination was issued for this property on May 14, 2003.
A Wetland Delineation Survey map was approved and signed on this date by Ms. Andrea Wade.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated for this project.
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 Vlll below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of' 12
1. Provide a written description of the proposed impacts: The proposed impact consists
of one shared driveway crossing of a perennial stream and its associated Neuse Riparian Buffers.
This proposed driveway will provide access to two single-family home lots that would otherwise
be inaccessible.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
"Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
des/no) Distance to
Nearest Stream
-(linear feeg
Type of Wetland***
None Proposed

* 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 (ITMA) 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 hlt //w???w.ti uiaov.
*** 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: 0.013 acres
Total area of wetland impact proposed: None
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
I (Proposed - Perm) Driveway Crossing 71 UT to Laurel Creek 7 feet Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both stricture 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 die original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as Ur (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
usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., aw\v.tohpzonc.com,
nuiluluCst (om, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 86 linear feet
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma)
't'ype of Impact* Area of
Impact
(acres) Nam
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
None Proposed

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
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
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.
Impacts have been avoided to the maximum extent practicable. There is no other access route to
the high ground east of channel "A" without installation of the proposed driveway crossing.
The driveway width is the minimum of 12-feet through the Neuse Riparian Buffer in order to
minimize impacts to the buffer.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 21-1 .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.
? wetlands
installation of
Page 9 of 12
USACF, - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httpJ/h2o.cnr.state. nc us/ncwetlands/stnm4idc. lit in l.
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.
No mitigation is proposed for the proposed impacts.
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 litt-p_//h2o,enr.state.nc.us/wrp/index,_1,1-tm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres):-- None
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
I 3973(Proposed -Perm) 3 None
2 2348(Proposed -Penn) 1.5 None
Total 6321 None
Zone I extends out 30 feet perpendicular from near hank otchannel; Zone 2 extends an
additional 20 feet ti•om the edge of Zone I.
Page I I of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
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.
No impervious acreage currently exists on the site. 2.78 acres of impervious surfaces are
proposed (includes new road and the estimate of new home footprints & driveways). This
equates to a proposed impervious coverage of 15.3 % for the site. Level spreaders are provided
at the outlet of all concentrated stormwater discharge points.
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.
Wastewater generated by the proposed project will be treated by individual on-site septic
systems approved by Wake County Environmental Services.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A 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).
_ July 16, 2003 _
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Operation and Maintenance Schedule for Level Spreaders
for
Highland Forest Subdivision
Wake County, North Carolina
Level spreaders or other structures that provide diffuse flow shall be
maintained every six months. All accumulated sediment and debris shall be
removed from the structure, and a level elevation shall be maintained across
the entire flow spreading structure. Any down gradient erosion must be
repaired and/or replanted as necessary.
Page I cif 2
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify UWQ ofany
problems with the system or prior to any changes to the system or responsible party.
Print name:-- iSin??t,?l?= ,Glf?lt?o tii
Title: ?tsGJC/L/SE2 G?/tc?,c?i°
Address:__142& A1A-L4- ??A r7..?S T /A/ C-- -7587
Phone: ('? /? ) s--?, - C) "t /'F'
Signature:
[date: -71Iylt;12--'
Note: The legally responsible party should not be a homeowners association unless
more than 50% of the lots have been sold and a resident of the subdivision has
been named the president.
I, /1 RKk L • L0A(,6 , a Notary Public for the State of
A1OOM G490[.IAJA , County of WAVE , do hereby certify that
Jr--F'F (,2.0 rE personally appeared before me this I q rti
day of U'L)( , 2003 , and acknowledge the due execution of the
forgoing pocket wetland system maintenance requirements. Witness my hand and
official seal,
t o yt ?? t R E F C 6 4 fl G! i C? L ?,+?r,Q ?
0 %,1
IC
w4
44\?' /PA
SEAL,
My commission expires__?? ag _
Page 2 of 2
J
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200320801
COPY
County: Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Authorized
Owner_ The Weisgerber Group Agent Spaulding & Norris P.A.
Attn: Roy Conoly
Address 1426 Wall Road Address 972 Trinity Road
Wake Forest, NC 27587 Raleigh, NC 27607
Telephone Number 919-682-5691 Telephone Number 919-854-7990
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the north side of Hwy 98, east of its intersection with Mt. Vernon Church Road (SR 1844),
northwest of Raleigh, in Wake County, North Carolina.
Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high water marks, located adjacent to an unnamed tributary of Laurel Creek, above headwaters, in the
Neuse River Basin.
Indicate Which of the Following Apply:
There are waters of the U.S., to include wetlands, on the above-described property, which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in 'a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above-described property, which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high groui,d. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Andrea Wade at telephone number (919) 876 - 8441 extension 31.
Project Manager Signature J
Date 14 May 2003
Expiration Date 14 May 2008
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM.
r
6,t ' ?trvr r
" OTll ICAT10iV I P 1VI« ?'. U, ,

Applicant: The Weisgerber Group ?File Number: 200320801 _ Date: 14 May 2003
Attached is: Sec Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B

PERMIT DENIAL _
C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I -The following identified your righisvand'options regarding an administrative alpeal of the above
decision, Additional informa ion may be found at http://usace.army.nul/inet/functions/ew/cocwo/reg or
Corps regulations at 33 CFR Dart 331 j
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.
SECTION IT "REQUEST FOP, APPEAL or OBJECTIONS TO AN INITIAL PROF, FERED'PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarifv the location of information that is alreadv in the administrative record.
?''POI?T?Ol .GONTA'CST:?R?QI?T??TIO$?S`ORIN?,ORIvIATION:? `??`; 7 ? `?`
If you have questions regarding this decision and/or the appeal
process you may contact:
Andrea Wade, Regulatory Specialist
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suit- 120
Raleigh, North Carolina 27615
If you only have questions regarding the appeal process you may
also contact:
Mr. Arthur Middleton, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M 15
Atlanta. Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 1 day
notice of anv site investigation. and will have the opportunity to participate in all site investigations.
Date:
of appellant or
Telephone number:
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
Land Planning - Civil Engineering - Environmental Engineering
AGENT AUTHORIZATION FORM
ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER
Name: INIL /V41 5loFC!L k2 (? ??, P
Address: - T-? Z e, d./q<< gn ,An
Z S7-- ../C- Z7 S S 7
/x' --- -
Phone: `wi) 5-74)
Project Name/Description: N'ighlanci Fores+
Date: V6rwicj IL 7-on
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
Attn: Ms, Andre, Wadt,
Field Office: gr_leiah Re.L&ior?E??ld 4F ?cer
Re: Wetlands Related Consulting & Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A., to act on my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc., from this day forward. This the 121- L.- day of
J'F- to
This notification supercedes any previous correspondence concerning the agent for this project.
i Lk ?"1 rLQ?F ?
PRINT Owner's Name PROPERTY Owner's Signature
Cc: Mr. John Dorney
NCDENR - Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
972 't'rinity Road ? Raleigh, North Carolina 27607 ? Phone: [phone] ? Fax: [phone]
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)

Project / Site ahlotnc? 'Forts} Date:, ST??
Applicant /Owner. County:_??
Investigator:_??}} Mn}the 11 4 Ro C0 no14 State: 1qC
Do normal circumstances exist on the site? Yes ? No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No Transect ID:
Is the area a potential problem area? Yes No Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. JuncuS U', c ' i (40 1 ) RK OgL 8.
2. Lw.Zlola ?Itli}stns ?:{ ,?? HV_ 013L 9.
3. Lic;ui dambar 5?4 ro,6 Fluty ?1Q0 _ F ACA 10.
4.Cjjqfr&A $ pp 11.
5. 12.
6. 13.
7• 14.
TR = Trees (non-climbing woody plants, 2 3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3.2 ft., < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, 2 3.2 ft., < 3.0 in. DBH) VI = Vines (woody climbing vines, 2 3.2 ft.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). %
Remarks:
9
HYDROLOGY
Recorded Data (Describe In Remarks)
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
?No Recorded Data Available
Field Observations:
Depth of Surface Water: Z" (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: (in.)
Rema

Wetland Hydrology Indicators
Primary Indicators:
? Inundated
Saturated In Upper 12"
Water Marks
_ Drift Lines
_ Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators:
_Oxidized Roots Channels in Upper 12"
,CWater-Stained Leaves
_Local Soil Survey Data
_?FAC-Neutral Test
Other (Explain in Remarks)
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
Q 2.5!4 313
-
0 - Z _ S ?l? u LDgm
,
?
312 2.G4 4[3 4610
Hydric Soil Indicators:
Histosol -Concretions
Histic Epipedon -High Organic Content In Surface Layer in Sandy Soils
_Sulfidic Odor Organic Streaking in Sandy Soils
_Aquic Moisture Regime -Listed On Local Hydric Soils List
Reducing Conditions -Listed on National Hydric Soils List
?Ieyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
"Lidr'i r- sc*i Is
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes *,-- No
Wetland Hydrology Present? Yes L-- No
Hydric Soils Present? Yes L-- No
Remarks:
W e,4l1d
Is the Sampling Point
Within a Wetland? Yeses' No

ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site N'iwhlc.r,d Forest
Applicant / Owner: -
Investigator: SwA4 M'vA k,11 j Rou C_nrnalu
Do normal circumstances exist on the site? Yes %.,- No
Is the site significantly disturbed (Atypical situation)? Yes No
Is the area a potential problem area? Yes No L--
(explain on reverse if needed)
VE GET ? ION
Date:_MQCLk S7 Z003_
County: W..0,
State: N C'
Community ID:
TransectID:
Plot ID:
Dominant Plant Species Stratum Indicator I Dominant Plant Species Stratum Indicator
1 •Que_rcus c kbca (207) TRy Far-C- 8.
2•u?darn?o.r c??, I 1 1 ?_ FAc.+ 9.
3. Faot??rand'?401?0 (20%) Tf FACUL 10.
4.? c?pnc? (157. TrL_ 1=AC- 11.
5.? rte r? [ 57I? ?) _-Tfz-_ FAC 112.
6.. Pious Lc+0. [ ISM T V_ FAG 13.
7. 14.
TR = Trees (non-climbing woody plants, 2:3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3 2 It, < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, .1 3.2 ft., < 3.0 in. DBH) VI = Vines (woody climbing vines, Z 3.2 ft.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks: Nan- 14,6 ro V kLO i c. Vec?e,t0.ttor,
1 7
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other _ Inundated
Saturated in Upper 12"
No Recorded Data Available _ Water Marks
Drift Lines
Field Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: NIA in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: N LP, in.) FAC-Neutral Test
-Other (Explain in Remarks)
Remarks: ?? WC,?1c„nd ??ydroloq?
Map Unit Name
(Series and Phase):____ Drainage Class:
Taxonomy (Subgroup): - Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
(o A 104 r- 41+
(v- 14+ $ l0 (fir 4-1 t, c(au, IQ?rY,
Hydric Soil Indicators:
_ Histosol -Concretions
Histic Epipedon -High Organic Content In Surface Layer in Sandy Soils
_Sulfidic Odor Organic Streaking in Sandy Soils
_Aquic Moisture Regime -Listed On Local Hydric Soils List
-Reducing Conditions -Listed on National Hydric Soils List
_Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
Non- H?dri c.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
Remarks:
No .? Is the Sampling Point
No ? Within a Wetland? Yes No v
No
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From To Intensity Runoff Pipe Ca acit 9 Invert Invert TOP (acres) (acres) (cfs) (cfs) (ft./ft.) (in.) (fps) p y feet a
(in./hr.) Coef. Size ( ) (ft,) ft, (ft.) (cfs) ( ) D' ~
(in.) OUTLET # IXJTLET PIP itch Drainage Area Weighted X10 Ditch Slope Velocit Permanent Linin E „ Y 9 DIAMETER VELOCITY RIP-RAP TYPE PAD DIMENSIONS (acres) " C (c f s) ~ f
FES-1 FES-2 0.80 0.80 7.22 0.35 2.02 2.02 0.005 10.9 18 4.4 8.37 55 389.50 389.20 ( s) T e (INCHES) (FPS) (L x W x THICKNESS) A 1.16 0.35 2.93 1.98 5.50 CONCRETE
B 1.38 0.35 3.49 9.21 10.22 CONCRETE
FES-2 18' 4,4 CLASS A (D 50=3') 6' x 5' x 12' o C 1.38 0.35 3.49 9.21 10.22 CONCRETE
YI-3 YI-4 1.38 1.38 7.22 0.35 3.49 3.49 0.005 13.5 18 4.2 8.10 45 369.23 369.00 374.00 FES-5 18` 7,1 CLASS B (D 50=6') 9' x 5' x 18' D 0.08 0.70 0.40 1.98 3.34 CONCRE E H
YI-4 FES-5 0.16 1.54 7.22 0.70 0.81 4.30 0.017 11.6 18 7.7 14.76 230 368.90 365.00 374.00 FES-1
1$' 13,5 CLAS = ' ~ ~ ~ E 0.16 0.70 0.81 9.21 7,10 CONCRETE SB(D506) 9 x5 x18 F 0.24 0.70 1.21 9.21 7.85 CONCRETE
YI-6 FES-7 1.38 1.38 7.22 0.35 3.49 3.49 0.052 8.7 18 13.5 25.78 58 34
6.00 343.00 352.00
tv m v u~
Q(10) N BARREL # US INVERT DS INVERT LENG
(CFS) LE GTH ENTRANCE EXIT DEPTH TH SLOPE OUTLET # WIDTH WIDTH
1 (MAIN CHANNEL BARREL) 321.50 319.97 67'
2.28% PERMANENT CHANNEL A 121 16` 10 3' 0.5' 2 322.50 321.00 67 ' 2.23%
FES-5 4.3 62' 10' 3' 3 322.50 321.00 67 ' 2.23% 0,5
FES-7 3,5 46' 10' 3' 0.5' CULVERT MATERIAL SHALL 8E HOPE
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r • ~ n os. I I _ . I _ . I ;'I I I I, SHEET 0-f . 0) ` ~ ~ I I - I I , I r I a FEET 0-f . 0 \ ! > > __..--.rr t~ ; . 1 APISROXIMA'TE m ~ r ° ~ \ pr ~ v ~ j r.'"k LOCATION OF ; ~ ~ ° °3 I ~ 4... m an d a~ d d ~ ~ ~ I - y.-' ` ` FLOOD HAZARD a ~ ~ °
/ i2 \ ~ ~ ~ ~ I I t I ~ I I i r-= I PROPOSED 20 PROPOSED 20'! I ; / ~ ` _ ~ ~ ~ ~ 0 00 ov o~
~ \ 'o ` _ _1_ I i I I DRAINAGEWAY' / / \ ~ - I I - I I I r i EASEMENT ; DR INAGEWAY! I ''r f J ti. / ~ ` , ~ ~ • SOILS a o a` arc- a`'s E,4SEMENT i l ~ ~
i ' 1IISSIPATOR~ AD ~ ' ` I I UNSUITABLE I _ I I 20' DRAINAGEWAN;' I ; I ~ ~ - APDRB fitATE - ~ rte:„,,! ~ ~ . ~
/ A \ I I SOILS LINE I 1°--_.., I I I I EASEMENT r I, PROJ~OSE 0 OSEO ~ L VEL I r ~ r ~ ' ~.a'' ~ ~ • FL00 HA ~ \ ~ 1 1; G '
, ~ _ _ _ . \ ` ` ~ ~ I I I I I , I I , READS 1 ~ ~ I y EADER I,. ~ . ~ 1 - SOILS \ r
rrl p~ (37:'48' ~ ~ t , - _ ~~i ~ ~ 1 ~ ~ 6 ~ • ~ ~ , ~ r !l : ~ ~ ~ ~~~A T, z ,
/ ' ~ ~ ~ . I OP-O6Ep USE ~ I _ _..e _ I I I I / ' / ~ ~ I-- -+4~VfR $UF,E .EACH I I I I BERM AT OUTLEa
RM AT OUTLEX 0 ~`URE FLOW,' i ~ x~ ! r~ ' ~ - ~ - _ ~ I l~` ~ , . ~ ~ ~ ~
i ~ SIDE OF CR EK~BANK I I ~ I I r' I ENSURE FLOW,'~J 'VEL SPR R r ~ ~ ~ If / ~ i t. 1 E
~ r~r! t 4.- UNSUITABLE ~I\, ~ ~ ~
i ~ ` ti ~ I PROPDSED II'~ II ISO LSILINE O-' ~ , ~ / ~ SOILS LINE•~ ~ ~ ~
~ ~ ` ~ ~ i LEVEL I . ~ I I i I ~ ~ ~ ~ _ ` ~ ~ ~ ; r, ~ , ` ~ ' SPREADER 'I I ~ r v ~ ~ ? ~ ,
- , , ~ \ ~ ~ FES I ' ~ r / t" i / V A J ~ ~ ~ r r~.~ l A /
~ \ \ \ \ I I I I [J~ l ~ i~~ \ ? 1 \
r , ; ~ 100 WATERSHED . ° \ \ I ,1 ~ ` ` t ~ Z U
enera ~ \ ~ , . DISSIPA dR PAO I' ;I' , _ ~ _ ~ . ..y ~ , I ~ I
~ ` k~. ~ ~ _ -t 00 N'ATERSNEDr I 1.) CONTRACTOR SHALL VERIFY THE LOCATION OF ALL~EXiSTiiJG " ~ ~ \ , ~ ~ I
UTILITIES AND SH ~ . _ ~ . ~~s. , ~ ~ I I BUFF,gR , I ; I / . ALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING ~ \ ,s~~ ~ ~ I I ~ a- ~ / / ~ ~ r:_.. r f f ; PROPOSED 50 ' NE > O O
FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE 48 HOURS PRIOR ` ~ ~ ` ~ ~ ~ ~ ~ I 'APPROxIMA'TE--,~~ 2.) ALL CONSTRUCTION AND MATERIALS SHA ~ ~ ~ Y• ~ ~ tOCATI OF , l + - ' i~ . 4 RIVER BUFFER--EACH ~ ~ Z ~ r ~ 1 ''4 t ! ~ :'l ~ . I - SIDE OF ~EREEK BANK _ ~ ~ Z
LL BE IN ACCORDANCE WhT~1 ' , ~ ~ . ~ , I r~~, FLOOD' AZA ~ / WAKE COUNTY STANDARDS AND SPECIFICATIONS. ' ~ ~ f, ~t. , Yr` ~
3.) BOUNDARY INFORMATION PROVIDE ~ O~. ~ ~ ~,SO1LS, fi D BY WAKE COUNTY GIS. 9 . ~ ~ ? , 9., ,tee .'.i ~
4.) TOPOGRAPHICAL INFORMATION PROVIDED BY WAKE COUNTY G. ~ . ~ \ ~ ~~T` ~ ' y ~ ~ ` ' , , N ~ t
5.) SOILS PROVIDE ~ ~ F` ~ ' . gym`, . ; D BY WAKE COUNTY GIS. ~ O S ~ , ; - F - ~ 6.) ALL LOTS SHALL 8E SERVED "8Y INDIVIDUAL WELL AND SEPTIC SYS ~'Q~,~O` ~ ` ~ r~ ( ~ 't O
_ ~ ~ . 7.) 20' WIDE DRAINAGE EASEMENTS WILL BE PROVIDED FOR ALL 'L ~ / ! ' ~ Q O ~ r. j 1 ` ~ ~
\ ~ ~ ' AREAS OAAINING 4 ACA ~ . T.o, ~ E5 OR 4 LOTS. . ~ r. , . ~c.y .i ~y .y z w
8.) ALL ROADWAY SHALL BE PUBLIC AND DEDICATED TO THE NCDOT ` 6" ~ . FOR OWNERSHIP AND MAINTENANCE. ~ ~ c~~., . , \ ~ ` : ~ w.~ , , , O Y r,, _ V Q
9. ND CONSTRUCTION SHALL BE STARTED UNTIL A GRADING PERMIT ;T \ 6` . ~ t~.'~. : ~ - / - - 3
IS OBTAINED FROM WAKE COUNTY EROSION CONTROL. O ~o~ ~ t `ti ;,,r•!:; , _
10) . NO 100 YEAR FLOODPLAIN AS PER FEMA MAP X31 S8300040E, PANEL 40 ~ ~ " ~ ~ ~ " f, - ~ THIS DRAWING IS THE PROPERTY OF h
of 810, EFFECTIVE DATE MARCH 3, 1992. ` ` ~ ~ ~ ~ " 11. THERE SHALL BE NO BUILDING PERMITTED WITHIN 20' OF A DRAINAGEWAY ~ ~ \ " ` ` w.: ~',y, ,i 1
e' OR WATERSHED BUFFER ' ~ . ~ ~ ~ . ~ ~ , s o4 4
12. BUILOING SETBACKS ALONG DRAINAGEWAY BUFFERS SHALL 8E PLACED 20 j ~ ' i . ~ r
OFF THE DRAINAGEWAY BUFFER. ` - - AND IS NOT TO BE REPRODUCED OR COPIED
NO LOT SHALI. HA = ~ ~ ' VE DIRECT ACCESS TO HIGHWAY 98. . ! IN WHOLE OR IN PART WITHOUT PERMISSION.
\ \ ~ r _ -
. i of S es . ~ / `mot;.' ~ \ , . ~ IT IS N T 0 TO BE USED ON ANY OTHER PROJECT
1) . BEFORE AOUIRING A BUILDING PERMIT FOR LOTS 1 THRU 8 THE 8 ~ '~s`''~ ~ ` f ANO IS TO BE RETURNED UPON REQUEST.
W UILDER ~ , v , ILL NEED TO OBTAIN A FLOOD HAZAR ~ ~ ~ ~ ~ ' D PERMIT FROM COUNTY ZONING ~ ' J DRAWING
~ ~ ~ ADMINISTRATION. THE BUILDER S ENGINEER, ARCHITECT, OR SURVEYOR ~ ~ , ~ SHEET
Ml1ST CFRTTFY f1N AAiV GFC1dATT runt ni i ri nnn ue~enn nrniimcuruTn ~ ~ \ ~
ARE MET. ti \
2). THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT ~ . C
STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD . .20 GRAPHIC SCA ' LE I"=60'
SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY ZONES
UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY OR FEMA. PROJECT NUMBER
60 0 60 120 180
- - -02
395

W
F THIS DRAWING IS THE PROPERTY 0 a 0
AND IS NOT TO BE REPRODUCED OR COPIED Z
IN WHOLE OR IN PART WITHOUT PERMISSION. ° °
H
IT IS NOT TO 8E USED ON ANY OTHER PROJECT W
AND IS TO 8E RETURNED UPON REQUEST.
12 ' EDGE TO EDGE a m v ~
30' CROSS ACCESS EASEMENT
~ ~ % ~ ! ~ AP~ROXIMAT~ ~ ~ ~ ~ Ii0)~ ~ I / ~ ~ ~ 't , ~ 1. ; I i, ' ~ , ~ L'OCA T ION,'DF /
'i ~ t2~" AXIMUM I OOD HAZARD / "
I r / ~ ' l ILS ;
i ~ I ~'t ~ ' ~ / / i I
I ~ ~ ~ UNS11I TABLE
25 A ~ ~ ' I , - ~ ~ SAILS LINE-" ~ _F ~ ,t f` V ~ s,, ~ l _ g:: fir; ' ~ ~ F
~ ~\1.. f, N
~O OI
(0 Q
~i , i~ ,i` 1 / ~ 1 i ~O NO
~ I ji y Il ~r;:r ~ t ~ E j ~j Y 1 j ' ~ ~ ll I` ~ ~ ~ N
;c I 9 ~ ~ ~.I ` i i 1 i ( ~ ! ~ _ I I~ ~ ~ ~ - ~ QOM
~ , i I~RDP SED ~ 39r~ ~ I ~ , C OC~ O O "y
l s ~ , i f ~ OROS ; A ~ CESS ~ , + 1 ; i ~ j 1 ~ ! t / E , ~
I ; ~ ~ ~`d SEMENrt ~ l.~~ ~ O k O ~L O
~ ~ _ ' ~ I , i - I , , I ~ I ~ 100 WA TER~HED 1~~ I+~0RF$1'D W ,~0~
35 R ~ ~ ~ ~ 1 ~ ~ - , , ~ ~ • ~ BUFFER 45 RI GNT OF WA V ~ I I + • ' ,h V O C O
18' PAVEMENT SECTION ~ ` ' i l i i t----- ' I ~ ~ , V .M t 01
~ ~ ~ ~ i , L'N Of C ~CI~
~ ~ ~ t ~ ~ Ali , ' i Ot O I N 2 ~
N ~ O
01 O O ~
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~ v,. ry
~ ~
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GRAPHIC SCALE 1"=50'
50 0 50 100 150
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j I ~ i i ~ i Q N O~ n N CW7d ~ of ''v
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~ ~ ~ ~ ~ ; ~ ~ ~ ~ ~ ! ~ ~ ~ VC to i20 .00 I , WQ ~ ~ ~1 3L7 ~Q( o~
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~ , yr use ~~±o Qo ~ m m m dd v m ~ O 00 OLD OY
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~ ~ W 1 ! j t, A• I r ~ ~ i I J
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350 , 350 o H C l~ J
f \ i h ~9 + ' ~ ~ i ~ ~ i, ~ ~ O N Q
~ i I Z t9 Q
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I I ~ ' ~ ~i 3 =
I ~ 1 ~ i 3 ~ 345 I i, ~ ~ I r es : a ~ o. ene a
I ~I I , i I ~ ~ ~ ~ ~ i.) CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING O O
~ / RESPONSIBLE FOR ANY DAMAGE RESULTING Z UTILITIES, AND SHALL BE Z
~ i , j ~ ~ I ~ i I ~ ~ i j FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE 48 HOURS PRIOR p
i j ~ ~ ~ - I 1 I ~ 2.) ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH H } WAKE COUNTY STANDARDS AND SPECIFICATIONS. F"
I ~i ' ~ ~ 340 ~ 340 OUNDARY INFORMATION PROVIDED BY WAKE COUNTY GIS. U Z 3.) 8
~ ~ R ; I j i ~ s I I 1 1 ~ / ` , ; 4.) TOPOGRAPHICAL INFORMATION PROVIDED BY WAKE COUNTY G.I.S. Q p
~ ~ { ~ ______i _ _ ' ~ i ~ ~ 5.) SOILS PROVIDED BY WAKE COUNTY GIS. I- U A BE SERVED BY INDIVIDUAL WELL AND SEPTIC SYSTEM. (J1 6.) ALL LOTS SH LL z W
~ I -r ` ` , - j I / I 7.) 20' WIDE DRAINAGE EASEMENTS WILL BE PROVIDED FOA ALL O Y Q
~ ~ I ~ ~ I 4 I i ( t j i AREAS DRAINING 4 ACRES OA 4 LOTS. V Q
~ ! , ~ ~ ' 8.) ALL ROADWAY SHALL BE PUBLIC AND DEDICATED TO THE NCDOT 3 Q FOR OWNERSHIP AND MAINTENANCE.
I i. t ' ~ j 3.~5 ! ~ ~i i I ~ ~ ~ ~ ~ j A GRADING PERMIT W 9.) NO CONSTRUCTION SHALL BE STARTED UNTIL
I I I i ~ ~ ~ IS OBTAINED FROM WAKE COUNTY EROSIDN CONTROL. (n
I ~ ~ j 1 I I 10). NO 100 YEAR FLOODPLAIN AS PER FEMA MAP ~!3718300040E, PANEL 40 of 810, EFFECTIVE DATE MARCH 3, 1992.
~ 1 i i LO CULIVEAT jsFlALI BE TALLER KITH 1 I 11. THERE SHALL 8E NO BUILDING PERMITTED WITHIN 20' OF A DAAINAGEWAY a
I ~ i A BEd. I ~ I T !FOOT GELD EXI IN6 SIRE 330 ~ 330 OR WATERSHED BUFFER
~ ~ ~ i i ~ i MI INVEI9TS EIOIlAL TOE STIM6 FLOOD PLAIN ! ~ i 1 I ~ 12. BUILDING SETBACKS ALONG DAAINAGEWAY BUFFERS SHALL BE PLACED 20'
T FI D ADLJUST S 1~`CESSA Y. ~ ~y ELE IOH EL ~ 1 ~ ! , OFF THE DAAINAGEWAY BUFFER.
* NO LOT SHALL HAVE DIRECT ACCESS TO HIGHWAY 98.
i I ! I ~ I I ~ ~ I t ~ ~ ~ I
i ~ ~ 'I i 00 I S eS
3 325 ! , j DRAWING 1). BEFORE AOUIRING A BUILDING PERMIT FOR LOTS 1 THRU 8, THE BUILDER
i ~ I i i f ~ I I I , T OBTAIN A FLOOD HAZARD PERMIT FROM COUNTY ZONING SHEET WILL NEED 0
~I---~~ - --a----- ADMINISTRATION. THE BUILDER'S ENGINEER, ARCHITECT, OR 5URVEYOR
i i i I i 1 ~ ~ Musr CERTIFY oN ANY PERMiT THAT ALL FLOOD HAZARD REQUIREMENTS ~Y_'
i ARE MET.
1
18+00 ? 0 2). THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD PROJECT NUMBER
SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY ZONES
UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY OR FEMA. 395-02

W H Q
' 1 D
1
1
~
1 ~ 1 ~ 2
~ ~ r + + + r NEUSE RIVER BUFFER 71 LF PERMANENT STREAM IMPACTS "
• i _ #+{+r+++* f' ZONE 1 IMPACT AREA TEMPORARY STREAM IMPACTS 0 LF " W
~ + { { f !
• / - .1 ~ TOTAL STREAM IMPACTS 71 LF
.lp .I
. ~ /~y. / 4 / N m c ~
• • .
, + + + + y + ~ NEUSE RIVER BUFFER PERMANENT ZONE 1 NRB IMPACTS 3,973 SF OR 0.09 AC
` AREA , + ZONE 2 IMPACT
+ + ~ r ~ ~ I 2 348 SF OR 0.05 AC PERMANENT ZONE 2 NRB IMPACTS ,
~ r r ,
~ r + r r ~ . r r ~ . +
r : + + ~ TOTAL NEUSE RIVER BUFFER IMPACTS 6,321 SF OR 0.145 AC
~ r r r ~~~.r + + ? r r +
r r e r x
+ c` + r + ~
~ ~ x ~ r ~ r r r + ~ +
+ r ? ,
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~
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~ ~ \ V/ .1
~ ~ - . • ~
- . ~ ~ DRAWING
THIS DRAWING IS THE PROPERTY OF ~ ' SHEET

~
~ .
GRAPHIC SCALE 1"=60' -
AND IS NOT TO BE REPRODUCED OR COPIED
IN WHOLE OR IN PART WITHOUT PERMISSION. PROJECT NUMBER
60 0 60 120 180
IT IS NOT TO BE USED ON ANY OTHER PROJECT . . 395
AND IS TO BE RETURNED UPON REQUEST. -02

'l
W I-
O ~'~F
EROSION CONTROL LEGEND
SILT FENCE
DANIEL L DA14S TEMPORARY DIVERSN)N DITCH
D.B. 1798, PG. 359 PIN N0. 1679-85-8051 Z -~---e---a--LIMITS OF DISTURBIWCE ~
H
TEMPORARY SEDIMENT BASIN j
161939 , 73131" E N5 W ® ENERGY DISSIPATOR ~
~o
r DISTURBED AREA = ACRES

`Lp N/ 22 ~ z ENERGY DISSIPATERS
• ~ ~ AF I
°js ~FS~~e a Ol~lfi ~ VELOpIY R~-RIW TYPE PAD OMEN90N5 ``~~,nnuigrrr
~ ~sFFF? F0 ,11 ~A ao : ~'SI vr/ ~ ,I~ ~ 0 ounFr ~ ol~ (L x w x 1lACIQESS) , ~N/ ~''4 o (FPS) P 0
tt - 4.3 q/dS 'A' D5Q¦3 6' x 5' x tY ` • '~6 FES 3 18'
' u~ dv~':0-: FES-5 1B' 1A BASS A S' x 5 x 12' . Q; J~ u~:~-
~w '1' 1 12'x5'x24' =U~ ~M Z. FfS-8 18' 152 PASS Nrn :7,
. ~ 4 ~ 2 tea M 17.97 GASS '1' 1 6' x 20' x 24' (3) 36' RCP (ROAD CROSSING 36' G7 i •.d • Q:
125 • W ZJ ~ ~ • .~N 0 .
ry • • • • • • 27 SEDIMENT BASINS r,,
12 • • l w ,rr.rrrr. ~ oRA>w~ oauoE9 ~
~ I ~ ~ ARFA ARFA ~.OME ROD BI61f OIiE16pNS wE1R wmN , (CF) (L x w x DEPIH) (FT)
126 11 •
oNi ~ ~
131 ~ 6~7 / . • • • ~ ~ RhER ILLS COMMUNITY ~ / - ~ ~
ASS IA110N, INC. D.. 28, PC. 537 • • / ' ^ ~r ~ ~ ~ Ir>NtKED wmt AN ASIER~I( SNN1 eE 'CUSrow mss" o ~
PRlVA1E +4 122 • - . . • ~S ~ ~ ~
IVER HI SUBDMSION • • • \ ~ P.B. 53 318-319 ~ • • • ~ y FES-6 ~ / / / o
PfN N0. 167 84-4291 127 ' ~ / ~ ~ / !N N0. 1679- -3129 • • ~ O / ROY MiK£ GYDDENS ~ N ~ APART OF
. ~ D.B. 1995, PG. 533 0 ~ 0 l., P.B. 57, PG. 166 0 0 0
. • / / ~ ~ ~ N 4 ~ 95 ~ 9 121 „ ~ ~ 1 ~ ~ ~ 0 PiN NO. 1689-04-4590 ~ ~ 0 ~ k
128 N ~ - ~ / ~ p / \ ~ .P / ~ i \ 0 L ~ 0 0 ~
~ ~ . / ~ 0 ROADSIDE DITCH 9C~ULE v
~ i~ ~ / 129 ~ ~ 11~ v c o Total Q in Perm lent .i t ~
120 10 Ditch Ve L' ' Tem C ~ ~ n .~A DAch Drainage Area WBlghted "C' (a2 Q lodty xxng Perry 01 0
/ 1g p saes (ds) (ds) (cfs) (tps) Type Liner N ( ) ~ ~ Z ~t
~ ''i, ~ A 0.38 0.70 1.45 1.82 1.82 2.64 Grams 1 0 ~ B 0.80 0.70 323 4.04 4.04 322 Grass 1 ~ t pO
119 - ~ ~ / / . ~ - ~ 18 C 0.85 0.50 2.45 3.01 4.89 2.46 Grass 1 ~
~ ~ ~ D 0.45 0.70 1.81 2.27 227 3.32 Grass 2 1
118 ~ ~ n . E 4.88 0.30 8.43 10.57 14.61 3.03 Grass ' F 0.45 0.70 1.81 227 2.27 1.90 Gress 1 0 O)
~ q-4 ~ . ~ ~ ~ 1t` a G 0.11 0.70 0.44 0.56 0.56 1.43 Grass 1 ~ a
138 i FES-8 M~o• ` H 0.40 0.70 1.61 2.02 2.58 3.43 Grass 2 ~
117 / ~ ~ . 43 ~M O ~ / Temporary t.Mers:
- ' PERMANENT ~ 3) 36' RCP KITH L ~ ~ 1=North American Green S751S75BN a approved equal 4. 2 =North Ameripn Green SC1501SC1506N a approved equal
~ CHANNEL •B' HEADWALL ~ ON UPSTREAM END 1 \ SEE DETAIL) • ro
139. ~ = (PER NCDOt SID ~ ~ -
83D.01) AND FE5 ON ~ 116 ~ ~ ~ ~ STORM DRAINAGE DATA ~ n.
1 ~ 12 - • \ ~ ~ ~ ~ ~ ~ / Q ('mlet) Q (Tatar Sbpe Pipe Size V full FWI Length US DS US Top EI. Fran To ~ ~ RIR Size in. COY (feet) Invert (R) Imrert (R) OC
- 1~ ~ ( 1 ( ) ( ) l 1 (fie) (T ) / (in.)
~ ~ / , ~ ~0 . ' FES•1 GI.2 2.27 2.27 0.053 7.4 18 13.7 26.11 66 172.00 166.50
140 115 ~ 9ARRF1 t ~ IEVEI SPREADER GI-2 FES-3 2.58 4.85 0.005 15.1 18 4.3 8.30 168 168.40 167.50 172.00
9 eARRa 1 ~ c - /
o ~ ~-s / 8 Gld FES-5 4.89 4.89 0.014 12.7 18 7.0 13.33 217 193.00 190.00 197.90
~ _ \ 1 , PERMANENT \
CHANNEL •K FF_S-6 GF7 14.61 14.61 0.1'189 13.5 18 17.7 33.75 44 197.00 193.10
- (SEE OETAR.) 9 ~ . ~ / GI.7 F'ES8 227 18.86 0:'166 15.1 18 152 29.12 197 193.00 180.00 197.00
R HILL ~-2 , r .
(50 R ) / i .M. 53, P . 8 v , / _ ,
. ~ ~ V 1 nlf I~G We C~~
• FES-3 Q (total) Sbpe Sire Lerglh US DS (~1 Qeet) Imiert (R) Im~ert (rt.)
LE'rfEi. SPREADER \ BARREL #1 .0194 36 103 162.00 160.00 wao m ~
. LEVEL SPREADER (SEE , SEE SCIIEDUIE) / .2 io o C \ BARREL #2 117 .0248 36 101 164.50 162.00 ~ o i N ~ H ~
5 ~ / ~ • .0258 38 97 184.50 162.00 ~ w z v ~ BARREL 1Ki ~ ; z ~ ~ ui Wo o ~
. / F. ~ o OR~~ U
~ ~ 27= F3 VI ~ 2 ~ M D O ti ~ Y
3 2 /
- is 1 ~ ~ ' LEVEL SPREADER SCHEDULE Z
10 l~wGn+ EIRRNICE Elllt I>EPIN
~ N • o ROY MIKE GIDDENS OIIREt ~ ( wlonl wI9R1
~ - ~ ~ APART OF • • • • / D.B. 1995, PG. 533
. • • i- ~ S' ~ • C0T70NflElD VILLAGE o P.B. 6f, P~ 88-89 FES-3 4.85 63' 10' 3' 0.5' J
. • ~ P.B 61, PG 449-450 FES-5 4.89 64' 10' 3' 0.5' O
. ~ ` _ i ,r P.B. 57, PC 186 / • 9 P!N N0. 1689-03-2560 FES-8 18.88 220' 10' 3' 0.6'
~ v ~ ti
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and is not to be reproduced or copied in whole or in part without is not PROJECT NUMBER permission from Spaulding & Norris, PA. This drawing
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