20040417 Ver 1_Complete File_20040318

O
AT
G
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 15, 2004
Amount Approved Plan Location or Reference
(Units)
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
William J. Ammons
3200 US Highway 97
Wendell, NC 27591
Subject Property:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-0417
Wake County
Page 1 of 3
Phase H, Horton Heights, Pitty Patts Lane, Wendell, NC
UT to Little River [03-04-06, 27-57-(1), WS-H HQW NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.0488 acres of wetlands, 106 feet cif streams and 8,489 square feet (ft2) of
protected riparian buffers for the purpose of constructing a road\at the subject property, as described
within your application dated April 9, 2004 and including additional information received by the N.C.
Division of Water Quality (DWQ) on August 26, 2004. After reviewing your application, we have
decided that the impacts are covered by 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 (USAGE). This letter shall also act as your approved Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in.
your application shall expire upon expiration of the 404 Permit.
Dear Mr. Ammons:
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 211.0506 (h). This approval requires you to follow the conditions listed.in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved - The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts
are approved including incidental impacts:
Nye Carolina
Natura!!rff
William J. Ammons
Page 2 of 3
October 15, 2004
Stream 106 (feet)
404 Wetlands 0.0488 (acres)
Buffers 8,489, (square ft.)
2. Erosion & Sediment Control Practices - Erosion and sediment control practices must be in full
compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur
in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-
Construction Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control BestManagement Practices, shall be performed
so that no violations of state water quality standards, statutes,. or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands?or Waters - Sediment and erosion
control measures shall not be placed in wetlands or waters to the maximum extent practicable. If
placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of
Land Resources has released the project.
5. Sensitive Watershed Erosion and Sediment Control Practices - The Division of Land Resources'
Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) must be adhered to
throughout the life of this project.
6. 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 40l/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
7. Diffuse Flow - All constructed stormwater conveyance outlets shall be directed and maintained as
diffuse flow at non-erosive velocities through the protected stream buffers such that it will not re-
concentrate before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this
is not possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
8. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands
Unit web site at http://h2o.enr.state.ne.us/ncwetlands. The text of the sample deed notification
may be modified as appropriate to suit to this project.
William J. Ammons
Page 3 of 3
October 15, 2004
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
?-?Alan W. Klimek, P.E.
AWK/bz
Enclosures: GC 3402
Certificate of Completion
cc: Sean Hein, Blackburn Consulting Engineering, 234 E. Main Street, Clayton, NC 27520
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 040417
SENDING CONFIRMATION
DATE OCT-19-2004 TUE 13:53
NAME • DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 7/7
START TIME : OCT-19 13:49
ELAPSED TIME : 03142"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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Department of Environmental and Natural Resources
401 OversighUExpress Permit, Program Development and
Transportation Permitting Units
Street Address: 2321 Crabtree Boulevard, Suite 250
Rateigb, NC 27604-2260
Mating Address: 1650 Mail Service Center
Raleigh, NC 27699-I650
Contact Information: Phone N 919-733-1786
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August 26, 2004 WETLANDS/ 401 GROUP
1
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NCDENR -DWQ
Parkview Building AUG 2 6 2004
2321 Crabtree Boulevard
Raleigh, NC 27604 WATER QUALITY SECTION
Attn: Mr, John Dorney
RE: Horton Heights Phase II DWQ# 040417
Dear Sir:
Enclosed are 7 copies of the site plan for Horton Heights Phase II Subdivision.
Revisions have been made according to your comments as follows:
The entire stream (Tops of banks) has been located and this and the buffers are shown
correctly on the plan.
Additionally, a letter from Steve Mitchell is enclosed to indicate which features are
subject.
e.x.4k5iER.E!
Sean P. Hein,
r
Michael F. Easley, Governor
O??F VA r?9QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
Division of Water Quality
o <
June 17, 2004
Sean Hein
Blackburn Consulting .
234 East Main Street
Clayton, N.C. 27520
Subject: Neuse River Basin
Riparian Buffer Rules
Horton Heights Subdivision
NBRRO 04-198
Wake County
Dear Mr. Heins:
The information that was received by the Raleigh Regional Office 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 project is referenced by this Office as NBRRO 04-198.
The features represented on the Wake County Soils and the USGS Zebulon Quad maps were evaluated to determine
their subjectivity to the Neuse Buffer Rule. Two features are represented on the maps. Feature A is subject to the
Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing
Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233) throughout the property. Feature B, although
just subject for 20 feet, is buffered by Wake County's watershed Zoning. The required riparian buffer is shown on
the attached map.
Landowners or affected parties that dispute a determination that a water body exists and that it is subject to the
buffer rule may request a determination by the Director. Such a request shall be referred to the Director in writing
c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, N.C. 27604. Individuals that dispute a
determination that "exempts" a surface water from the rule may ask for an adjudicatory hearing. Action must be
taken within 60 days of the date of receipt of this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of the
decision. DWQ recommends that the applicant conduct this notification in order to be certain that third party
appeals are made in a timely manner.
To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to
the Office of Administrative Hearings, Post Office Box 27447, Raleigh, N.C. 27611-7447. The determination is
final and binding unless a request is presented within the 60 days.
This letter addresses only the applicability of the Neuse Buffer Rules. For information relative to the Wetlands
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.
Sincerely,
Steve Mitchell
Environmental Scientist
cc: RRO/John Dorey
Wake County
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Raleigh Regional Office 1628 Mail Service Center phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-800-623-7748
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N! ATF, Michael F. Easley, Governor
?
G William G. Ross Jr., Secretary
7Y North Carolina Department of Environment and Natural Resources
} =i
' Alan Klimek, P.E., Director
t Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 19, 2004
DWQ # 04-0417
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED

William J. Ammons t
?
3200 US Highway 97 r
r
Wendell, NC 27591 9 '

Subject Property: Horton Heights, Phase II '
Dear Mr, Ammons:
On March 18, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application and
additional information received on April 14, 2004 regarding your plan to fill wetlands or waters for the purpose of
providing road access to property in Wake County. Approval from DWQ is required to disturb these areas.
Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please
show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 2H.0500.
1. Your proposed site plan provided along with your application appears to only provide an accurate
survey of the creek within the immediate location of the road crossing. Please provide a complete site
pll for the subdivision that accurately depicts the location of all creeks including top of bank and
associated riparian buffers.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Sincerely,
v"
R. Dorney
Water Quali 3ication Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Sean Hein, Blackburn Consulting Engineering, 234 East Main Street, Clayton, NC 27520
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)
Customer Service #: 1-877-623-6748
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
COVER SHEET
To:
Attention
Date:
From:
Subject:
Message:
North Carolina Department of Natural Resources
Division of Water Quality
401 Wetlands Certification Unit
John R. Dorney
April 9, 2004
Sean P. Hein
Horton Heights Phase II
DWQ# 04-0417 Wake County
Enclosed are the following
1NETLANDS 1401 GROUP
APR 14 2004
WATER QUALM SEC11ON
L A site plan that shows proposed contours and fill slopes labeled around the
buffer/wetland impact.
2. A new form with all the sections completed.
3. A site plan that shows example building footprints, 50'X50' on lots 5 and 21 to show
that these lots are reasonable sized and have adequate area outside the buffer.
Cc: Raleigh office of US Corps of Engineers.
sr'
Office Use Only:
USACE Action ID No.
No.
Form Version May 2002
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: William J. Ammons
Mailing Address: 3200 Us Hiahwav 97 Wendell NC 27591
Telephone Number: Fax Number:
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: SEAN P. HEIN
Company Affiliation: BLACKBURN CONSULTING ENGINEERING
Mailing Address: 234 E. MAIN ST
CLAYTON NC 27520
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dblackburnamindspring com
M. 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: Horton Heights Phase II
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1785.02-75-7545
4. Location
County: WAKE Nearest Town: Wendell
Subdivision name (include phase/lot number): Horton Heights Phhse II
Directions to site (include road numbers, landmarks, etc.): Take Highway 97 to Pitty Patts
Lane. Project starts at end of existing road
5. Site coordinates, if available (UTM or Lat/Long): Not Known
(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): 45.85
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributary (stream)
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 httD://h2o.enr.state.nc.us/admin/map .)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: WOODED VACANT
10. Describe the overall project in detail, including the type of equipment to be used:
ONE ROAD CROSSINGS FOR A 23 LOT SUBDIVISION. STANDARD GRADING
EOUIPi 1"ENT WILL BE USED STREAM CROSSINGS WILL BE PIPED
i 1. Explain the purpose of the proposed work:
ITIT T' HIS !"1T !'[SSR T/"? IS FO ACCESS TO T!1RT11V1VTl11-10 !1r T TT T l1TTT T[
1 T
HIS l.itVJJ11VlJ 1J FOR ACCESS TO P OR-11101-10 0 TIE PROPE ?l I
OTHERWISE INACCESABLE.
117. Prior Project !History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including ail prior phases of the same subdivision) in the past, please explain. include
the iJSACE ActlVll ID rV ulllber, D VV Y Plojel t 1V ll111bCr, alJJlit;atiVil uale, and date pelllllls' 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 NCDO T project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. r uture Project Plans
Are any future permit requests anticipated for this project? if so, describe the anticipated work,
r r > > r 1-1 - ?_r ?.
all provide justification for the exclusl-ll of tills Wol'K Lronl the current appllcdtloll.
1,10 OTHER REQUESTS ANTICIPATED AN APPROVED St BDI V ISl'O'1V PLAN AND
LA T O U 1 EXIST ON MIS SITE.
VI. Proposed Impacts to Waters of the United States/`-raters 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.
1. Provide a written description of the proposed impacts: PROPOSED U14 PACTS ARE FOR
STREAM CROSSING ONLY. NO OTHER WETLAND IMPACTS WILL BE MADE. THIS
CROSSING WILL BE PIPED.
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**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 FILL 0.0488 No In stream Beaver Pond

* List each impact se parately and identifv t emoorarv im nacts lmnarts inrh,AP h,,t a ro « 1:.,,:.-a .---7 ------ 77---=
cieanng, graamg, tut,
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://wy.,w.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: nonefound outside
buffers.
Total area of wetland impact proposed: 0.0488 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* . Length of
Impact
linear feet
Stream Name**. Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 CULVERT 106 UT- 2'(ponded) PERENNIAL

* l.ict
- °- - .... F- -Ful-viy auu ,ueiuuy 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 wail, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
* * Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
«tivtiv mapquest com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 106
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below:
Open Water Impact
Site Number

indicate on ma
Type of Impact* Area of
Impact

acres
(if Name p Waterbody
applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.

I i zt Parh im-f - -+-1., -A :,7„ 44 ..
____ _ r- , Y... =r „ ,u?•,«ly LN'llyVialy I llpacis. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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.
ACCESS TO PROPERTY LOCKED BY STREAMS. NO OTHER ACCESS TO THIS
AREA WITHOUT A STREAM CROSSING SOMEWHERE. THE CROSSINGS HAVE
BEEN DESIGNED WITH MINIMAL IMPACT.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.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/WEP/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
Yes X No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* s mImct are feet Multiplier Required
Mitigation
1 5390 3 16,170
2 3099 1.5 4649
Total
f 8489 20,819
.one 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.
.Payment into the Riparian Buffer Restoration Fund
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.
EXISTING RAPERVIOUS AREA IS 0%.WAKE COUNTY ALLOWS 15% RvIPERVIOUS
UNDER ZONING. THIS IS UNDER THE STATE AMOUNT FOR NITROGEN CONTROLS.
LEVEL SPREADERS WILL BE USED ADJACENT TO BUFFERS WHERE TOPO
ALLOWS.
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
INDIVIDUAL PRIVATE 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 X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
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MAY-25-04 11:41 AM BLACKBURN CONSULTING ENG 9195597298
P_01
Blackburn Consulting Engineering
234 Past Main Street N"
Clayton, NC 27520
Phone:[phone]
Fax: [phone]
C0\VL- .LHEET
To: North Carolina Department of Natural Resources
Division of Water Qualit
y
401 Wetlands Certification Unit
.
Attention: John R. Dorney ?O kS81.10??' `k
Date: May 25, 2004
From:
Subject: Sean P. Hein
Horton Heights Phase 11
DWQ# 04-0417 Wake County •.Q ?r.'° ,.
s • a?aati"4 ,?
5
Dear Sir.Mfr,'•
We are pursuing the necessary information heeded by your office to obtain the
stream and buffer crossing for the above referenced project. Please keep this application
Wen so that we may have time to collect this data and bring it to your office. We are
depending on the surveyor at this time to for the necessary locations. We intend to send
this information to you within thirty days of this letter. (Locations of streams for buffers
on the entire site.)
Cc: Raleigh office of US Corps of Engineers.
MAY-25-2004 TUE 09:22 TEL:[phone] NAME:DWQ-WETLANDS P. 1
W AT, Rq Michael F. Easley, Govemo,
William G. Ross Jr., Secretary
?O North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
` ...?c Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 25, 2004
DWQ # 04-0417
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
William J. Ammons
3200 US Highway 97
Wendell, NC 27591
Subject Property:
Dear Mr. Ammons:
Horton Heights, Phase II
FjLE?,ppY
On March 18, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding
your plan to fill wetlands or waters for the purpose of providing road access to property in Wake County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and
refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100
feet) so we can begin to determine your projects' compliance with 15A NCAC 2H.0500.
1. Please show all wetland impacts including fill slopes on'the site plan.
2. Please complete sections VI, #2 and X on the application.,
3. Please demonstrate that lots 5 and 21 will be buildable give the site constrants.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Sincerely,
JRD/bs
W?60?
n R. Dorney
Water Quality rtifi ation Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Sean Hein, Blackburn Consulting Engineering, 234 East Main Street, Clayton, NC 27520
A As
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)
Customer Service #: 1-877-623-6748
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
f4f
N(E?'??RUr , ,. , ' )Up
March 17, 2004 0 4 4 IT MAR I <q 2004
US Army Corps of Engineers NCDENR - DWQ KX4
Raleigh Regulatory Field Office Parkview Building
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Attn: Ms. Jennifer Burdette Attn: Mr, John Dorney
RE: Nationwide permit 39, section 404, 401 water quality, and Riparian Rules.
To Whom It May Concern:
On behalf of William J. Ammons, I am submitting an application for a stream
crossing for a new subdivision road. Enclosed you will find an application with
supporting maps, a copy of a USGS map of the area, a copy of the Wake county soil map,
an agent authorization form from the owner, and a check for $200 for the 401
certification. This crossing is necessary for access to the property. Please contact me
immediately if you have any questions or concerns with this application.
Please note that the roads will have roadside ditches, and the storm water runoff is
routed through level spreaders before release into the buffers.
Sincerely,
Sean P. Hein, PLS "CA?
?..... O
f
?
.."'Yes
Enclosures:
,a
1. Application : Q 5???? `
2. Wake county soil map
-k
3. NCGS Quad map ?r L-3995
4. Check for $200 payable to NC Division of Water Quality. y -4,4,
yG?
fi>v,_ P_
____7
Office Use Only' Form Version May 2002
USACE Action ID No. DWQ No.
irr -.,._.....?a:..,,t.,,- ;+o,,, ;a not nnniinahle to this nroiect. please enter "Not Applicable" or "N/A".)
ku _1.Y r».....»---- - -- -- --- - --r .
I. Processing
Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: William J. Ammons
Mailing Address: 3200 Us Highway 97 Wendell NC 27591
Telephone Number: Fax Number:
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: SEAN P. HEIN
Company Affiliation: BLACKBURN CONSULTING ENGINEERING
Mailing Address: 234 E. MAIN ST
CLAYTON NC 27520
Telephone Number: (919553-2900 Fax Number: [phone]
E-mail Address: dblackbum@mindsprin dom
M. 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: Horton Heights Phase II
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1785.02-75-7545
4. Location
County: WAKE Nearest Town: Wendell
Subdivision name (include phase/lot number): Horton Heights Pahse II
Directions to site (include road numbers, landmarks, etc.): Take Highway 97 to Pittv Patts
Lane Project starts at end of existing road.
5. Site coordinates, if available (UTM or Lat/Long): Not Known
(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): 45
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributary (stream)
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 )
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: WOODED VACANT
10. Describe the overall project in detail, including the type of equipment to be used:
ONE ROAD CROSSINGS FOR A 23 LOT SUBDIVISION. STANDARD GRADING
EQUIPMENT WILL BE USED STREAM CROSSINGS WILL BE PIPED.
11. Explain the purpose of the proposed work:
THIS CROSSING IS FOR ACCESS TO PORTIONS OF THE PROPERTY
OTHERWISE INACCESABLE.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
NO OTHER REQUESTS ANTICIPATED AN APPROVED SUBDIVISION PLAN AND
LAYOUT EXIST ON THIS SITE.
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 applicants discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: PROPOSED IMPACTS ARE FOR
STREAM CROSSING ONLY. NO OTHER WETLAND IMPACTS WILL BE MADE. THIS
CROSSING WILL BE PIPED.
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**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

h ;--A 1 adin fill
* List each impact separately and identify temporary impacts. Impacts include, but are not lmmted to. mec amc eanng, gr g,
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
*** 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:
3. Individually list all intermittent and perennial stream impacts below.
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before hn act Perennial or
Intermittent?
leasespecify)
1 CULVERT 106 UT- 2'(ponded) PERENNIAL

* List each impact separately and identify temporary unpacts. impacts include, out are not uimted w: cwvcru aiu assucaaLCU i.i,nay,
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
Several internet sites also allow direct download and printing of USGS maps (e.g., ,
, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 106
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact

acres Name of Waterbody

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

bay, ocean, etc.

L__a i:... .; -.I 4..• rti rnlilriTPli(YInQ
* List each impact separately and identify temporary impacts. impacts include, Vui mu JIVE uuuccu W. ?H., ????•?•_?__, .=,.b b>
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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.
ACCESS TO PROPERTY LOCKED BY STREAMS. NO OTHER ACCESS TO THIS
AREA WITHOUT A STREAM CROSSING SOMEWHERE. THE CROSSINGS HAVE
BEEN DESIGNED WITH MINIMAL IMPACT.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
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 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
Yes X No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s uare feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* 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.
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.
EXISTING RAPERVIOUS AREA IS 0%.WAKE COUNTY ALLOWS 15% IMPERVIOUS
UNDER ZONING. THIS IS UNDER THE STATE AMOUNT FOR NITROGEN CONTROLS.
LEVEL SPREADERS WILL BE USED ADJACENT TO BUFFERS WHERE TOPO
ALLOWS.
XIL Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
INDIVIDUAL PRIVATE SEPTIC SYSTEMS
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
X1[V. 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).
-?'-/ 7-v
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
Re Project: Horton Heights
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Blackburn
Consulting Engineering to act on my behalf as my agent in the processing of permits and
applications, to furnish upon request supplemental information in support of permits and
applications, ect. from this day forward. The 2nd day of March 2004.
William J. Ammons
Print Name
Signature
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DWQ# (N Date Who Reviewed: NJ/-"
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additiotal
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.

UNITED STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G=10
• Sender. Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
' Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
t} ttii4lttt 1.11'AIi ttt?E.tlttlt1111t1i.11ItI ?fE?fllJlib3Et??t1
A Complete items 1, 2, and 3. Also complete A. sign b,
item 4 if Restricted :Delivery is desired. w ? Agent
¦ Print your name and address on the reverse _ ? Addressee
so that we can return the card to you. B. Ived by (Printed Name) C. Date of Deli eq
¦ Attach this bard to the back of the mail piece,
or on the front if space.permits.
m item i? Yes
1. Article Addressed to: ,D. Istdelivery address different fro
If YES, enter delivery address below: ? Nio
William J. Ammons
3200 US Highway 97
Wendell, NC 27591
DWQ# 04-0417 - Wake
2. Article Number
(Trans1e1-1rohKN-1cet fa?a
-m 3811, August 2001
3. Service Type
Certified Mail
13 'Registered
? Insured Mail
4. Restricted Deliver.
7002 2410 0003 0275
Domestic Return Receipt
tiY
? Express Mail
.Return Receipt for Merchandise
O C.O.D.
/? (Extra 'Fee) ? Yes
4728
102595-r
DWQ# D q -C)#41-7
Plan Detail Incomplete
Y ?
Date 3 " C? Who Reviewed:
s-?
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
Please show all w A i#c' 40iudin 4 thew ants p ,?
i ;.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts. i
? This Office believes that the - labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
rovide $ This additional fee must be received before your application can be reviewed.
ZPlease complete Section(s) on the application. ( "?' a /
? Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project. r J
ot,
IV le
UNITED STATES POSTAL SERVICE ,
First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in. this box'
NC DENR Division of Water Quality 11
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
',e :,... 111111?1LIIIiII1111111{.111111111111111 l?il3flld1?1?4??ilildi?:t-1
A. 0 ripietp,Siterris 2, and 3. Also complete
item 4 if04ki..Wted. Delivery is desired.
¦ Print your naiile and address on the reverse
so that we can return the card to you.
¦.Attach this card to the back`of the mailpiece,,
or on the front if space permits.
1, Article Addressed to:
William J. Ammons
3200 US Highway 97
Wendell, NC 27591
DWQ# 04-0417 - Wake
2. Article Nutntieri i ` i
(rransfer.f)ori UrYlc,'1, ni L
nnaa
? Agent
? Addressee
B. Received by (Printed Name) C: Date of
Z2 Delive
41, D. Is delivery address different from item.l? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
ACertified Mail 0 Express Mail
? Registered Return Re&eIpt for Merchandise
-? 13 Insured Main 1 C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
702 1OG QQItS 648cl 7454
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~ ! R~!~:{~E_ATI~iN 1 X2131' 121 2a' 0.97 AC ~ N I ~ /r__ ! J ~ W ~i' ,o, A n O
~r 18 a 15 ~ ~ 26 ac. ~ ~ E-.~
O m IT~~ Ni~~~~ w 5,3E ti~_ e >n ~ s. ~9 6 ^ - ~ v + (f~ 0 ty~' ~Q, 2.57 AC h ~ ~h I ~J d O
~ ~ ~ rl P V ~ ~ W ~
y? S 9 _ _ ~ ~9 m 13 j z Q ~ ~
/ 0 w 'v~ _ n ~ ~s 90 3 75 AC. r. 9 . a ~ 325.04' d; ~ U I 3 75 AC. 0 98 AC 0~ 0 ~ m g
J ~ ~ h i ~ LV 06 C o. 0.92 AC ~ 0,92 AC 14 ~ ~ lZ ~ j ~j ~
- _ p f~ ~ ~ $ N ~ M I t!')
_ ~ ~ Y`~- - - _ . ~y _ ur C 1 1 ~ 285.00' ~ ~ 1.68 AC i I ~~yy 09 55 p• W ,r ~ tt5 h G ~
Os ~ < ~ ~ ro35 ~ ~n G) ti o85.3ti' ~
~ y nvk,,l~ HEIvH?~ f ;5, 1 ~ M ~ b 203.71' 120 OG' 155.5' 4g , , b ~ W 62 7 m ~
i ~ _ 'NEA : - 9i~M ~ vG 5~6 85 22~ AC n , r _ ~ Up' 70.00 n 3 w~ a O ~ i
I _rlEN'a',: '0 ~ . ?RGO~ ~ - ,o ~ ° 0.95 ACS' ~ ~ V
ku~"a~~. ~ ~ - YEiCd+BOR~JOC ~ _ z_ ~ ~Ol I!:~ HGP,i~~N HEIGN'~ ~ a j 3~;~si1T 1?a 4KCt ~ qv-a',,. - - BOM 2Q0: vG 952 ~ g i ~ n N ~ w t^ ~ ~ 6 u ~ c^ N I 69 I u 7 Z ~ ~ N.
_ _ ~~Ri "c ~ ? - \ ~ 160 00' 135.89' 6 6 6 ~ 2.74 AC ~ ~ ! N M ~o. ~ , 25 Ac. ' 8 .
~ ~ _ I ~ 1.69 AC ~ ~ W g a 1 O~
'fir „ . ~ i a ~.a ; 4S ~ N 17?.50' Ki 177.50 T5.02~ 1 0~0 ~ ~ (270') ~ f~ ~I t5.p2' ~ ~o~ 0.99 AC. 1.27 AC. 0~, m ~ J
7 A,+~SGEM ~ ~ cn w4fN' _ A ~~~~5 z ~ ff m N 3 • p. 65 ~ ~ N ~9~, ~ ~ i ~ h ~ r
* ~ n 2 t I d E 3 2.33 AC ~ ~ I
1 1 I NORTON NEIGH?S ~ (260') ~i I fia Op ~
BOM 200 PG 36 ~ 2.99 AC ~0 a ti ~ i
! n s I ~ I AC_ ~ I ~ aC I.OS aC . ~ 1.62 AC. 5? t
~ I 17.50' 177.50 265.70' 1.08 aC . ~ ~ ~ 95' 0 s. 265.70' 009.30' 282.59 .97' 104.07'
I S 00'OS'04'E 1917.63'
i Z U'T ti
BA~SETT RIDGE SUBDIVISION ~ ~ ~ ~
BOM 1987 PG 317 ~ n i~ti ~
~ ~ _ , i r - _ a ~N~ I
i I I A i
~ w^~,+ro D l III ~P,fC"; u~~i~ a b., pf:' '~~t f0' .its ,;~Kr'~ y a^ o~mv~ g ~ 'ti y , ~ ~O r
~ r '~k\ ,F r,J~'l~@' ~ ~ ^~eed oJja,n QOC ~~C]ZaC", SSE' n :n E.' y w ~ mu'~og r `~,r° Wake ~,c~^ ~~w~ro^merta~ ~e~ . ~~e ~
# _ _ _ - ~ -
F>,~ `s'ect nd or su~ve o~ ~as a ,op~~~~;t' I ,.gar ~E Y l PP ~ I P!"+'t,. r~iCOC "Olar; r - ~PmefltS ^I":. 'ne`. ~
~ Flood soil criteria shu~l be used to determine flood prote~t~or~ NA~na~ ~ VV LL
} 1 - - P it menu on these lots. In addition, lots 20, 21 and 22 °o i I r_qu e
shall ~~av? a flood backwater easement based on elevation
The ~r~inimum finished floor elevation on these three lots sh be ~ N-w~> ~
i - 286.8 with higher requirements possible depending upon act o ~ W _ ~ aoa~ a
~ - _ location of structure on the lot and flood soil criteria. ~ ti°,$o, o j O ~ 1 ~
'~t',r~ S~ n(; fllCrl(7 e~G' Of [iE'.Y'.~',, StfUC - ~ ~
,a.E,c !ht' ;'eaS Of dVakP, L~U'1',V I'~OOd ',1ZC]r<i `F" ~ Q . _ O~V1NN i
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REVISIONS: '

200 0 200 600 . _ ~ ~ f 200 400 I
~ . ` SCALES R
GRAPHIC SCALE -FEET
~ ~ ~ ~ ~ ~
i _ ~ ~'rofes5ional Land ~u - i I =2ao .C. Phone [phone]'.0. Box 892 Zebulon, N Land ~urveyor~
!DRAWN BY:
I I - - i DWB
5-19-0
I DATE
02,25/04
PROJECT NO.
J- 505
1'
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~ NO LIMN , ! 14 TL ~ ~ Z 12 H
~ A . ~ ~ ~ ~ 3 `G ~ cn O ~I C 125 i
~ ` P300 l SCt N G Z d O ` LINING ~7 W O LINING O ~
0' LEVE LINING ~ ~
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n ~ ~ ~ m ~ ~ ~ ~ rn
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~ M 2001 G 536 v~ = ' BO a SPR ER
~ ~ ti 11 ,`F , ,
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r SOT 1 NORTON HEI~,HTS ~ ~ SC 150 N I ~q
2 ~ ~ ~ n INING LEVEL BOi<~ 2G,. ~ P, 95~ m L ASP EADER o ~ ~ _ Z'
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DRAWN BY:
DWB
I

DATE
02 25 X04 ~ i
0 CT N0. PR JE
J-505
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~ ~ ~ ~ ~ rl i ~ ~ ~
BOM 2001 t~ 536 _ ~ _ _ ~ ~ ~ ~ P R , s - TE 0 ~ N
- D ' _ TEMPORARY - DI SI ~ 1 (VERSION ~ ~ ~ ~ ~ V
D DIT H ~1' ~
- - ~ I HTS D T SOT 10 NORTON HE G EMPORa r ~n I ! ~ ` `
~ ~ - - w ~ ~oN 1 ~ ri D E . O T' ~ 1\ G i
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w ~ ~ ~ ! I ~ ~
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~ ~ * ~ ~ ~ ~ fTl -r1 1 ,1 j ~ ~ ~ ,
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i ~ B M! ? 1 536 ~ ~ ~ ~ ~ ~ i r Q~ ~ ~0 ~ D H \ ~ 1
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_1 T 0 t00 200 300
1 = , _ ~ ~ -
n' n ~ ~ ~ - ~ REVISIONS: < < ~ - ~ U
1 ~
T M A IN A~~ CU
NTH BASiN LENGTH WIDTH DEPTH WE R LE G
1 28' 13' 3' 10' i
2 1fi' 8 3 8
8' 3' g' 3 16 SCALE:
1"=100'
4 40' 20' 3' 10'
5 44' 21 ' 3 10 l DRAWN BY:
1. 6 28 13 3 0 DwB
7 50' 2 2' 3' 10' DATE:
8 18 9 3 8 I
9 2 6' 13' 3' 10' 02 25/04
PROJECT N0.
NOTE: BASINS 4 5 ARE TO HAVE BAFFLES AT THE I
J- 505
TH. MID LENG
~ n. , r....-. ~ i r, i i r ~ i i r, ~ r ~ n r T r-, n r n i n r r'1 i i SHEET
NU I t: I tMF'UKHKY KVCK I,HtCK UHM~) HKt I U t5t ru~,~tu i
i
BELOW OUTLETS OF CULVERTS #1 & #3. FOLLOWING
INSTALLATION OF CULVERTS AND STABILIZATION OF DITCHES.
ROCK CHECK DAMS ARE TO BE REMOVED.
1
OF

U
~ ~ ~~~~1 ITCH ~_50D
~
~ ~ A\ ~ ~ ~ ~ ~~A ~ ~ CIRCULAR LINING ~ ~ .
/ \ \ ~ ~ Q D = 14'20 47" ~ ~ V ~ ~ o i ~ .
~ \ ~ ~ T = 184.11 i~ 1 ~ tt-
~ J A ~ v~ R = 399.38 A w 0
~ . A ~ ~ ~ s L 345.03 N \ ~ ~ i ~ ~ P300 DITCH
~ ~ n C = 334.40 ,,4
I ~ \ ~ ~ r 3z SC150 DITCF LINING ~ ~ ~ ~ 1~ ~ ~ ~ ~ ~5o DITCH
t ~ ~
~ _ W ~ LINING SING ~ ~ ~ DI T~'H W f 2 G i
I ° P300 DITCH ~ NO LINING ~ I ~
1 U ~~Q ~ ' 1 Q o LINING (1 BOTTOM ~ ~ ~ ~r1,0 9 ~ kk
~z ~ WIDTH) ~ 0 ~ ! V I o ~a
~Q ~ ~ , o Z ~
~ ~ ~ e o~ 0125 DITCH ~ ~
1 o, P LINING j W
W ~ ~ ` ~ a co _ ~ ~ ! ao
i _ _ o ` 18 ~ P-~~iU DI1~H ~ ~ P ~
i~ ~ ~ ~ k'' - r---- v~ 0 25 5 L I N I N G ~
I 'Y . , . . , ~ s 2S ~ y
t ~ ~ ~ ~ i f-~ ~ _L-_ + - ~
~ SC150 DITCH ~ ~ E.,
LINING , , ~ v ~ ~ a ~
y ~ ~ ~ ~ ~ ~ ~ y w F ~ O
i ~ ~ ~ Z
` , ~ .6 ~ ~ UT.278 ~ ' 'FES ~ ~,6 , _ U + _ ~ ~--i D
+ E~ , ~ ~ , ~ WIN 42 p50=13 ° ~ ' ~ v~~, ~ ~ ~ ~ T 'X~7'X24 i~ m ~ z d ~ ~ w
0 1~~ PO ~ ~ W 26 U _ E ~ ON ~ ~ ~ sp;
o ~ PR , ,'~A ~ N~ APR o - ~ 5 510 ~ ~ ~ ~ z
o AA ` ~A ~ ~ w ? ~ ~ ~O 'S' ~ d o
~ ~ ~ ~ A \ ~ ~ ~ ~ ~ W o Q ¢rn
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\ , ? ~ U ~ ~ i J C~! C'7
Q S31 ~ \ \ ` ~ ~ \ lO
o
r I
~ ~ l~ A r-i
w ~ , \ ~,v r ~ \
SC150 DITt,H ? DITCH W/ ` ~ ~ ~A - ~ ~ I
LINING ~ ~ ~ 0 LINING v ~ ~ ~ ~ ~ ~ A ~
w 2 \ , ~ , ~ ~ ~ F Q CIRCULAR ~ , ~ ~ ,
~v~ ~ D = 22'55'06 ~ ~ ~ ~ ~ ~ v ~A\ ~ A ~ ~ ~ ~ ~ ~ ~ ~ fYl
Q~ 1 0 A` ` ~ , ~ ~ ` \ ~ ~ I T - 116.48 , ~ ~ , ~ ~ \ ~
~ ; ~ ~ ~ ~ F Q ~ ~ ~ R = 250.00 ~ ~ ~ , ` ~ A ~ ~ ~ ~
V~ ~ H ~ ~ ~ ~ ~ \ ~ ~ . a7gR o i~ ~ = 218.00 \
~ \ ~ V ~ 1 o~ ~ v) C - 211.1 / ~ ~ ~
~ V ~ ~ ~ ,'~'w 1 i /n ~.a
~ ` ~ t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
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1" =5' VER \ I 7 I
~L ~ ~ - E ~ , _r _ I_ ~ - r - ` _ _ i, 1. - - - ~ ~ , 1 J _ ~ I ~ ~ J
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i - - . _ - - - ~ ~ ~ } 310 + ~ a i 6, i~
6' ! _ _ 1 i ' _ - - I ( i
PAVEMENT s~at°°' ncTCH i I - _ _ _ - - _ - - - -+U1_- I I 1 ~ _ _ - -
~ a - - t/4• PER F T t ~ t - r-- - - i_ _ aT p •pCp Fi. ~ - - I - Y j - _ _ _ } - }
o q , - , I - ~ ~ _ _ - ; - -1 ~ - 305 ~
_ _ _ _ --_.-a _ - r 305 s ~ a ~ ~ ~ I i
~ V I ST 0+5000 b ~ i _ t- ~ z
~ I _ _ _ r , , ~ _ TYPICAL STREET SECTION _ _ - _ _ _ _ _ ~ i ° I _ _ - z C RVE I~EN=3 u UO O
~ W ~ ; _ ~ _ _ _ _ l _ - _ _ T E . ~ o ~ 32.23 w - ~ _ . _ _ I ~
"A / " 8 BC ~ 1 1 L S9 SA _ _ - + _ - _ _ - - _ _ _ _ _ _ - _ ? W am ~ - 0 _ ~ _ _ - ~ _ ~ 300 ~ d
i ~ 30 ~ ~ ~ ~ ~ 0 - E ~ } ~ w '
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- _ _ - _ ~ T_ r..~ ~ ' - 295
a ~ ~ ~ t t _ _ _ t--- - - _ _ _r . - _ r C -VE N=3oC1,40 _ f - . _ _
295 ~ ~ ~ - k~ - 7 i Q ~ I ~D I ~ ~ ~ a _ -
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_ I ~ ~ _ - ~ _ 1 - _ - - _ ~ - - - ~ _..290 - 1- ry~ _ - - 1 _ _ _ 1 - - - - _ Q W ~ Val
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- - _ I i - - _ ; + - _ - - t- - ' - # - _ ~ - -r--- ~ - - 285 - _-r
285 - - _ , - ~ - - _ _ _ - _
- - - _-a_- i - - + _ - - - - - I - 6 I _ ~ I
-r _ t-. _ } - ~ -.100 Y AR f OOD L 28 ,2 f - - t- - - i- - _ , - - - -
- - _ F _ _ , r ~ t ~ I _ - - - - - - - ~ !
t - - - _ - _ - - _ _ _ ~ - - 280
_ 1 i 280 ~ ~ ~ t -1 `REVISIONS:
_ _ SCI 0 LI ING (EFT IDE>
- - - _ . _ 1-. - - - _ _ a ' - - - - - - - - _ _ - - - - - - 1- _ ~ _
_ _ _ - _ _ - - _ _ _ - - - - - - - - - ~ _ - - - - _ _ _ _ r _ _ - - - - - - - - _ - - _ _ _ t ~ 4 'R P TWIN 2 _ I ~ _ _ _ _ ---t-- - - -
_ _ . -a _ - _ _ _ - a - - - - _ - - - i t ~ - - _ C~ 0. 59; _ _ - --i---- - - _ _ _ 275 ~
275 - _ _ - - _ _ _ _ _ -ITCH. / _N PRD ECTI (RI HT SI E) _ - - ;
S 1 ING (IGHT SIDE - - - - _ _ ..GALE. + - - r _ _
f_ ~ t ~ - ; - - - _ - - ~ - - - _ _ . _ _ , AS SHOWN _ - ~
fi ~ fi _ _ _ fi ~ _ t _
_ _ _ _ _ - ~ _ _ _ - - - _ - f - ~ r _ . t. - _ .DRAWN BY: _ ~ _ L / O - _ .T..
_ _ _ _ -1_ _ _ _ _ _ - - - _ - _ _ - _ _ _ _ f_ _ - - _ fi 270 I I I
DWB l ~ _
i ~ _I'BOT ~ _ ~ - _ _ - _ - _ _ - ___-t - - _ _ _ _ _ _ _ - - _ _ - ISIfi W~ _ _ . P3 _ LIN~IG_ _
~ _ P300-_ LAN N - _ ~ ~ a i ~ ~ ~ (LEF SIDE } ~__SCI O a- _ - + _ ~ - ~ - - -I - !DATE: _ H ) ~ (LE T SIDE) SCl 0 LiN NG FT _ IDE) , _ _ _ _ ~ _ I
_ t_ _ - - - - - - _ - - - - _ - Q2 f 25 04
_ - - _ _ _ _ - _ - l _ _ - - - -----fi- - _ _ _ - - - _ _ - _ _ _ _ - - ---t_ - - _ _ _ - - _ - , - 265 _ _
26 5 - _ _ - - _ _ - - _ - - - , _ - _ PROJECT N0.
I--_ - - _ _ f -t_ _ - _ - - t _ _ _ _ - - _ - ~ ~ J-505 ND ITCH RICH SID _ * '
_ _ _ _ _ - - - + ~ I - - fi - - ~
_ _ _ _ - - _ ~ II ctrssm - _ i ~ ~ _ - i-- _ --1- - _ + _ _ - - 7Fn
fi
260
130 _Da_ _..la - ca_ Q~. -_..LD- -.00 00 ! SlJ._
ar -n- - n -p _ oa . . . . . . . . . . . 4 . . . . . . . . .
h N 00 00 N r O O O tD U7 0~ N I~ r~ 0~ LQ 1a 0)1L _ l~ _ . Nj ~ - - C--0 - Lo - ~1 --oo Q) (3) r N 0~ o 00 0) 00 rn 00 rn 00 o 00 o 00 00 rn 00 00 00 a0 o 00 00 0) 00 o 00 a~ d00 "-(:Y) 010) 0) N0) rn 00 00 co 1000 It co 00 Op N '14-0) "t 0) u V)m 't m ~m dM ~(n Mm ~(n ~m "t m "t m O
0) m m rn ' ' ( N N (N N CV N l V N V (V N N l V V N N ~V N N Ax - rn rn o) _m m m r 255 N p~ NzV NIV CVIV NlV N NlV NZV NlV N d N N~V N~ N~V NN N~I N C-4 C'4 N N NlV N N
255 ~'1 ter) M N N NtV NCV N~V N NZV NN tV N N NTQ N OF
0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+N ~00 V 7+50 8+00 8+ 00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 -

i
r ~ .
;:r - .
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60' _ j ~ I ~
RIGHT ~F WAY I ~ „m i '~r,. ~
20, _ e, 6'
~I y
PAVEMENT ~01A~~R uiTC~+ 1/4' PER FppT ~
~ p fl pEa rr. i
41 i V CIRCULAR
9S, G ~ Sq ~P n D = 18'57'43"
~ ~F Fq ~ ~ ~ T - 111.02
o ~ ~ TYPICAL STREET SECTION F~ Q ~ 4 ~ R - 302.16 H
0 ~P L = 212.79 _ ~ ~
~ ~ a ABC & 1 1/~ S9~5A ,o ,o~ ~ SC150 DITCH _ DITCH W~ P C - 208, 42 W
~ s,, ~ o 0 LINING NO LINING ~ ~
b ~ ti ~ 9 'A U GQ ~ ~ v " ~ rn GQ ~ I
P300 DITCH k ~ ~2
2 ~ ~ ~ LINING s o 1 ~ ~ , ,U ~ r~ I V + c'~
P~ o l P300 5 4 ~1 TH ~ I F ~ P300 DI C w W w o
~ g LiNIN( .LINING - _ _ _ ~ ~ w ~ ~ ~ a ~ ~
R ~ ~ 35 ~ ~
~P 5 5~ ~ ~
_ - FF I - + v+ 0 V z
N ¢zQ
0~ a 'Q 0,~~ ~ w / DITCH W/
+ ~ a ~ ~
U!~n 20' I ~ ~ ~ ~ NO LINING ~ ~ p Z ¢ o
DI CH W/ , s. / ) 1 W O
NO UNINh ~o , ' ~ ~ ~ ~ ~ N i ~ a ~ U ~
a ~ C~ I
~ I~ i,~ ~ CIRCULAR ~cP. N C'~ OCULAR 11 TCH
6 1 i ~ 'A D - 21'01 09 _ SC150 I ti ~ - 21 01 09
~ ~ LINING = 101.7 2 ~
i ~ ~ 2 f T- 101.7? ~ s- i '=27:59 ~
'~1' I ~ I S 0' ~ ~ = 1 4.7' = 194.72
6 0~ I A 'A . 0 L 9 2 a~ `l~ P~ i lF ~ 0 ~ ~ P I N F9 2 0~ C 19C.6~ '=190.6 ~
~ ~I l0 4<< Spa U
_'L0 ~ - Fp 6 R W ~ `~i 10 1 ~ ~ 's ~ 1' i

~ ' F' D ~ X12.. DITCH ,D ~ ~ I ~ ~
LINING
t~ rn 4 ~ ~ ~ ~
1
ITCH P300 D
LINING V ~ ~
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A S: V ~ tE ~ _ ~~ALE
1" =50' HQR
1" =50' HOR 1" -5' VER i
= 5' VEB ~ , - I I
M ~ _ - - _ ~ i
1 i ' f - - _ - - _ F _ - _ - _ _ _ - f . j - i . 4 _ -..r._ - - ~ _ - _ ' _ - - ~ I ~ - - ' 1
r I ~ ~ 4 - _ i I 'i ~ - -
_ _ i - - - - ~ _ _ _ - Y- _ t. _ _ ~ t r 330
X00 _ _ Y . _ _ - 300 330
_ _ ~ _ ,
_ _ _ _ ~ - _ _ _ - - 4-- _ _ _ i i ~r _ _ - _ - ~ ~
_t _ _ _ - , _ _ ; _ - I
. - - _ * _ _ - a-. _ _ _ - rt 3 ~ ~ 0 fi I _ _ t - - _ ~ 325
t _ , _ _ 95 325 x- 295 _ a ~ 2 i ~ ~ , i s. ~
- ~ N 1 j_. ~ a _ - _ _ i - -
I
~ ~ ~ } - - _ t---- t- i - fi - cf --F
t_ ' i----- _ _ _ - f _ - f ' ( w r~ _ _ _ . _ I 1 _ ~ _ _ ~ - 320 ( ~ Q
320 _ _ 290 - _ _ _ _ 290 I , ~ 1 ~ Q I
- ~ ~ I I ~ _ j _ €~E~ 3~ , _ i- E
, ti - ~
+ M _ __-t __-r 4 , _ _ CUR~(~_ ~ N-~QnnIIQO _ ~ _ ~ 4 ~ _ t ~t t =2~.2c I I ¢ ~
~ i - - _ i J t-- 5 ~ I H ~ _ 31 ~ a
H~ ~ I - _ - _ _ _ - - - t. _ - --r-_ 315 - i - - - o ~ r.., ~ ~
285 285 a
a ~ ~ _ _ _ - - - - - t - ~ + I _ ~ t _ j ~ ~ ~
8 o ° , - - - I i Qo
L Q N~ ~ - _ - - _ _ _ _ _ ~ i i ti ~ ~ i
I + - i - _ _ 280 310 + . _ _ _ _ - fi ~ 310 ~ t
280 LE V 12.8
_ ~ _a~ - ~ _ _ - _ _ -

i i ~ ~ ~ ~ - - _ ~ - I
305 - ~ - t t - - _ - - _ ~ - ~ - 305
7 275 25 ~ ! i
~ _ _ _ ~ 1 - _ - _ _ - _ j
~ m PISA 0 U t ' 1_ I fi.
- - - _ _ - - - ~
o ~ ~D W =20, _ _ , _ _ - - _ t 300
~ - 270 20 W 2 RCP REVISIONS:
~ _ ~ _ i _ -r _ -
f ~ _ . - ---t--- - ~ a Q 30D IN:iNG ~ f _ _ _ _ - _ -t-- _ f -
- - 1- - ~ - ~ rn LEFT SIDE) _ t _ - ,
f i i
- - _ _ - - _ - 295 - i - - 265 265 i - 295
SCA - - - . ~ ~ - - ~ ---N ~ - ~ - + I
- I8'R P LI I - - - _ ~ ~ ~ _ ~ AS SHOWIJ
_ _ - NO D TCH IGHT SIDE - _ - _ _ _ + ~ 2 _ . _ I i i ~ i I _ - + _ r - - - - STD~~ I
; i 1 P30 l } P30 LINI G (L FT SI E) - - - _ _ _ _ _ ~ DRAWN B
- 290 ~ _ - 260 _ - - ; 260 _ _ _ 290
DWB
t___ TCH % PROT~CTIO
1 - - _ - , _ - - _ - - DAT _ H - ( FT ) N
- - - ~ I ~ 02 /2504
~ ~ ~ - - - - _ - 285 ~ ~ - - - _ - - - -r- - _ 285 ~ - , ~ i ~
255 255 !PROJECT N0.
- - - - ~ - _l - _ - - _ _ - ~ _ _ fi - - - ' J-505 i
- --t_ - - - _ _ , - _ - - a { _ _ , -
i i I r I i L - -
- - I ~ - - ~ - _ _ 7Qn i cuL+c+m
250 2bu Ln fn Lw ( .7nL'G1
250
clq
Lai- B o a ~-C4 ~
co co i cr) 00 0) no 10 rl_ cm C", -A 275 N N n to r- 0 pQ Nr Mir c0r c~~ rr rr rr rr OJ _ 1--- 275
245(14 V N N N N N 2451 re) 6 OF
0+50 0+00 0+50 1+00 F-13+50 14+00 14+50 15+00 15+50 16+00 - - 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50

ocuA1s71NO calac~E eEaEN
~ _ - \ t---- WAKE COUNTY CGNSTRUCTION SECIUENCE
a~ I wNa se alu -
1~~q,,I~~11 1~ IRI ~.r_ ' SIEEP CUT OR FMl SIODE YI[ \ I w Kiawu \ t~L _ _ 1. Obtain Aland-disturbing permit. Schedule a preconstruction conference with the Environmental Engineer. _ 2. Install gravel construction ad, temporary diversions, silt fence, sediment basins or other measures as
-'Li ~~L~ rwE MAX shown on the a roved Ion. )ear onl as necessar to install these devices. Seed tem orar diversions, ' 21 ~L c~ PP P Y Y P Y .7
i - / 'rlwxrnNr y . berms and basins immediate) after construction. ~ ~
~ ~ I. ur aNE eNOa aN EAa sot a M s31uc1TaE ~ ~ 3. Call Environmental Engineer for an onsite inspection to obtain a Certificate of Compliance. I ~ ; , a
I aN Lis aoc w 3K sottaw Rpl ro ALIAR ?04 - - / 4. 8e in clearin and rubbin .Maintain devices as needed. Rou h rode site. ~ ~ 9 9 9 9 9 ~ 5. Ins all storm sewer, if shown, and protect inlets with block and ravel inlet controls, sediment traps or ~ = ~
ut'ku „cam laow CIE ~ a~mE sn~l oRARL PtAfI 111E Rot7011 ROw a EILOCI(f iweNSt r h wn n the Ian. Be in construction uildin etc. other approved measu es as s o o p g,
w~i ~vaDlpMwAS ais w°~111EN o o T z:, stet aara cola IIS N11 ? u/aaL S1gp4Rr r0 fWlCOYlgi il' i are re rou ht u o finish rode with ve etation ayin ditch ~-'•~,",-I N 6, Stab Ize s to as as a b q p g ~ g, ,r , , ~
,11M I~R fAR1¢ 1Y 1 x , w40D SRmS 3"glnf UPSLOPE ar1RRR1111aefwt weE SVE01 UPSLOPE TOE p0y11VE GRADE 1.0% MAX. ' ~y' ~ h linin s tc. Seed and mulch den ded areas within fifteen 15 da s of cam letion of an ~ -;'~rr~' ~ ~L~ ~ 9 e - - ~ v P
rm t, tAtEP1A1Y m NAROwuE a.olN oR Da11PARAeIF teraRUlr SEpYENr -1aq~1~~Il1~~pt~~t1•a ru t?al 1'~0 7(~aEM10f'it) I1p~ IpYp1UU. OI7w10taW Marc ni E+cl~ nmo}mua mr /rev Krwu ~ q enM q I~wpR~7pl~q~frl r~wt iin SIDE SLOPES ho e of construction. '~'°r==r ' ` SLGPES ~
~q P 7ag11R1'~ 14e' ~r ~ - - Rwt Mw N I~t a 4M 1 (M/Jl.) 1. UI[ CLEAN "tA1Q ,~/M ro 1/2-NCIf N ~ I 1j1~1M_ i0 Ir eft FORE NiDt q M iwlb 1x14 1 DUIEIEN, PIACm Z MIdKf i0.0w M Ta T \ cwAKt 7. When construction is complete and all areas are stabilized -camplgt~ly, call for an ins ection by the ~
a 3E IIDEtc Ow A xT 0K pt Futtpl AND z ~ 'a• Imr. 'cal . 7110431 R ro AN EKN a1~AOE. DOT Id7 wsfm 1 •w 1 IFW/ Rtw r,•IC \ Environmental Engineer. ' ~ ~ $ If bite is approved removg temporary diversions silt ,fence, sediment basins, etc., and eed opt or
r srawc n RICOIROIDID r.01°ii°t M warm 11a• 1" ale a~w I ~ °A~ rra 1Utl•n Iolxatw ar carp S,~P ~ ~LL uo~ stabilize any re_ s~ltin9 bare areas. All ' 'n m n erosion control ~gvices. such as velocity f~
OMIOR M ~~@ • II 7EDREtrT V I I r should now be _Instolled. Sed~men basins are to rema~nm In plplace dunna home
NO 70wE on ction h of r 'e t. eu~°~f c s ru p ase p o~ ~
T _ _ ~ _ _ - Wien vegetation has become establi h _call tQr a final _site inspection by the Environmental ngineer.
S AND~tD TEMPORARY ~tT FENCE 1 BLOCK AND t~RAVEt DROP INLET PROTECTION 13 4 GRAVEL do RIP AP HOR OE INLET BASIN DIVERSION DITCH g Obtai~l a Certificate of CompJetlon, I W
''"~~Qf'7 ~~k wM lis. sma owilrw a _ _ ~ - I ~ nvir nm al En 'n r ffi
- - - - S ~"4?tl ~s~""-$' - - - - ~S'CH w1N o1ERFiow a7' r If _ r n -61 5 ~ ~
STnta~ . I/J PIPE Maria Cox 856-7558 I H ~
OF~ ~ CPII I WI K N + - - D061Rq 7L0/E t~ b + 1.5' ~1 Kale Lemaster $56-6198 I I Dave Parnell $56-7549 ~
ORARUI3E NKA Y0R 1{NOTNT (,fM5) ~ CEARf I M-RAP FLTER FAntiC ' ~ I ,.o o i -74 z ~ Dan el Rowe 6 9 g~ ~ F, ~
s ad w7Rr ROrTON 7 LO a ~ w• n«« oso-~a' srac >ree S~UireS 6- 199 ~~EO, ~ ~ W O
roe I t 4' a TLO ~muran r 111L - 'I'".,1~- 4' iN°~"`R Jake ~lor _ 56-7 48 W ^ I ~ ~ ~
T tmNl lltTM ~ °•m0 rwtE. ALL PAR3ALLT CANRLTED STOR11 o11AN7 - - - 3/,' EEtON011 o~+o stem „o•~m„ yp,a, ,.,,•N r., sou eE PaorEC,EO AT nc do a aiM°0D RIP RAP TAILDITCI ~>ta•L, 1a MNRt E~ATp1 SAt IN ~CO7ADAIKE W1N i{IElE s~ FENCf I IT H P RAP TAILDITCH Shoulders, Side Ditches, Slopes (Max 3:1) l E., ~
+ Moth RObelEO Rr Posl I~ I dE S DE D C I~ e~ r~rduanew - s~ , I U] do SIDE DITCH ~
!DRlIIt REgEAm. aril P • Iw UPSIREAY OW a OVFR110w DATE TYPE PLANTING RATE ~ H y - _ Fi r;.i !--t ?ti
KC1 Ri RM NIO TNf DAY 310114 DRAM Fa s1A~,IL13"A r-1, I. na con .I uim Ir .m +~"~a - H U Aug t5 - Nov I TGI Fescue 300 Ipe/are ~ Qi
,•,a,p, k7F T I/7 PpE d+•ctfe e a rlel wt em .anw + ~s,5 Nov I -Mar ] Toll Fescue 30D 1Ds/ocre ~
11•I1011N rT + ' D 1 ' y,, 1E1ED Ri RAP i Is I' +rwn w .+va r+•rc r R x 1 ~ dr Abru t. R e 25 IDs ocre
a Ma/ w.m a rw rlwam n,. wu /gyp s r wA57ED sio1L 1p ItR . o e ~7 WANED STONE \ Rf iWw, Wt IeiAI N AMO87 PWF wU I ~ + DRASS ~ GRASS Mar ! - Apr 15 Toll Fescue 300 Ibs/ocre Apr t5 -Jun 30 Hulled Common Ekrmudagross 25 Ibs/ocre O
CRASS I r I ~yy iA~tlC u~R _ ti 2 Fpt fi~01Glr> PsotECnOrt ,lul ! Aug I TWI Fexue and 120 IDs/ocre W O
f 4 - ( I NAROwAAE aoTN F~°~,~i PtrohCr!Or~ '•'Browntop Millet 35 Ibs/ocre I 4 •••or Sorghum-Sudan Hybrids 30 Ibs/ocre ' T ` ~ ~
SICe{ I u ~ U U U 125 TAILDIT H v U C C ~ I
~I~EI~YlA7101i - s~ 2 [350 TAILDITCh 0350 TAILDITCH Slopes (3;1 to 2:1) I ~ ~
CK DAM 6 GAVEL do RIP RAP FlLTER BASIN 38 ~ PIPE INLET PROTEC110N PLYWOOD AND STONE 12
TAILDITCHES 10 Mar , - Jan ~ s.riceo Lepedeza (acanfied) 50 R>s/acre /1/R w - - (MOr -Apr t5} Mil Tos Fncw 120 Ws/ocre ~ ~
S' 4NL s1E,.1 owlRa
~ ~ s>~ I/2 aA4cE71 a PE+E I sr w aR , Y r•pl[1a a a<?R COMP ~CORECArz CMM nLL ta+OfD er (4or r - Jun SO'. O< Add WNping Lowgrou 1D Nis/are I rl u=[rza rlep[~ot a °E° wra[ wraAM sou [s iMOr - a,n 3Dj Or Add NuMd Common Bermudogross 2S Ra/xn II ~
r sA•~ ROr Bur TO 1m I P1rr it P011E a REE MOIECtE011 PDKE u? :o' w o1E1t[P / w ~ NIO1lON • *1[ R "LIRE C416/RUC1n1 013GNE! 6 D® 1. nIRR fANtlC Jun t - $p ! t•?iop Fpcu and 120 IM/atn I ~I "•Browntop Yiret 35 IM/ocn ~ U
f ~ f., . . ~ y. w.. i II 401SLUC'IION oN M 1R7 r7R wCN MAr a ~ t ,y ~.~7,.:~i~' It YDD IS N01 RUIO'+m 8T 1NE VFNCtF IRAVEi- - '"or Sorghum-Sudan Hybrids 30 Iba/ocre t
/ ~ ~ • • i owr =Y,~ f-r s~ioE ai RAU"'~DaA+o ' aR roRl a "c orER 3c sroNE. »a nIE nos a n,E - • • •,y ~ _ PROP4J07 SIPEFT WeGES m75i BI wAS1Ep t~ORt dTEANO nE r ~ • ~~t 11•[1[101 K rUN1C ROrO Sep ' -Mar ! Sericea Lespedeia {unhulled-unscorified} 70 Ibs/acre
~ t~.}a>~.~5 i Er15TINCl 11 1 ~ / x.~ ~ ,.s 7 r A PROkcT co1)T1NUEb ro PU4 7.4 aNO oEaes aal0ra au1 su7NE (NO. sTl oN ro THE rueuc Io,4, T1rE 4DHl•INC AutN01En -FApec wv x ADOCO u"EA iNE srONE CMAprr a P!E oA.ran and Tali Fescue 12D IDs/ocre runs ~ fNOV i -Mar t! Add ADruni Rye 25 0s/are ~
TRLL OlAN t1E AIEA AAO N10Kt M FIWe'7A11, - wee wCE1D ADO 10TA1 Uft TO 1tE 100E3O1 • gun F1A1 now n FO~R4. AS IOGRD) Ow THE fNN1qu ~ CON77RUC30N diRANC[ l ROw Itdw `
l ~ ~ j . CMA1 fEl COKRED BY IARCE ANOQIJI POCK ~ane~'~t . onse~. ~t.nn [ ngineer or Soil ConeervaLOn Service IOr
s~ ~L,rR 4oa1 ~ COAASt AOpI[wrz - oddiGonal nformat~on , oncerninq other ollernativea for vegelaticn of derided areas `rte _rh,'ve vegetot~on rotes are thoet which do °eli under
I a,1ss R tTrylE - rRw4 Otr3+ a sr ~ $ano o e o °0 e0 ve 'o•eo eo 0 o v Q$ °pOo° ° !eccl cond~t~ons, otne~ °eed~n rots combinatons are possible pe e ° e` ep a• p ee ° ° O O° 00 q
2 t•DOIEUT FCR STOIC PIRttW11 ~ Oe°a 0O 0° aeo p° a~ a 00000 ° O o ° Oe ~ ve 0 ° a O , O ° °
)D~ ~ 16' rl. N[w OONSiRUC1N)H xFw CONSIRUC110N EMSRNC RWM6r fp$IWG IIOADWAT~ + Olglu S31EwEM1Rt 0 o O Oe 00 ~ 0 0 o p ~ ° ° ° o0 o a v ° a e00o °o v i '°°iemporar) -Reseed acccrdinq la optimum season Tor desued permanent e°°91b p00 ° 0°00 O ~O OK°°0° ( ~ 0 0 , ° a °ooo oo°o oe ° o ° b ! vegetalron ik na' albw temporary cover to grow ov<r i.' .n hepht before
1• NN. tY INI r. O e ° O °oe i e O° o °a°, Pe °p o° ,o°OO cooed o~ oe °0°°00o mow,nq, ctnere~se rescue may be Mailed oul
e. B' MN 1~ ,,°o°oo•peob °o fi,~°vo ,'o° 0°00°°0°, 00
SI"E 1H5 diRANCE APP115 p0. r to d1RANCES + AMIC UIE37t 5101E a Igr•IX7u 7•GlF lAN,i NISUEH11.1 tMn
K1p 44TH _ ' SLOPE STABILIZATION RE UIREMENTS I Q ze l,itut ~
~.~E~ - ~ ~ ~ 3. i ~tirl r BATTER - ;BASS c
- --.._._--------_-------~---------------.-7-.__ ~ ~ SHRUB~~ & VINES L ~
TEMPORARY STREAM CROSSiN6 OP } 11 I - TION B CONSTRUCTION ENTRANCE 7 RESIDENTIAL CONSTRUCTION ENTRANCE ~ 8 TEMPO l ~ ~ _ l -RIP-RAF P ARY TR AN CROSSING 11 A TEM OR S E I _ r ,
STEEPED THAN ~ ~ ' - RE . DINING WALL
- - i ~rc I
I I nti°w a ~ve~cxa~lt ~iM ~ I
. A ~I T A ,M I C - 0 r S t r U C, t. I : I C ' - - - - I eve ~a e ~
D om r ' N E (ALL CU ~T~~M BASINS I ! ! .{~IfI{~{ l I I e~ _.~t s
I f ~
~ i ~ BASIN LENGTH WIDTH DEPTH WEIR LENGTH I S ~d ~ 1 Level spreaders are to be installed following Installotlor, of ,Ip rap 1
I tV~C QISCf- ' 1 28' 13' i i b 3 0 - - _ ~ ~W energy dlsslpators ~`_E. .;~~cA:TEp AFEAc aNb ~pR~, 7f'F«'-. 3 INCHES
y1T11 le~S + s ~ 2 16' 8' 3' 8' ~a4'C~0 w6C / ~ 2. Construct transition section to fit width and depth ref spreader- rT'~sL,~''-; ! ==~F -,-G R~ ~ ~v,,:,t ~ ~ ~?a!I 'Q I ' U1 - _ _ ...E .,L ~ ~ ~N_ _A$_. I ,
1ARt +~t1'Cu015 TD 3 16' 8' 3' 8' that level s reader weir is lace in undisturhed ground ~-tl~ weir bein ~ Z P p - ~ _ THE :N~~r a.REF h_~E~ G.
~ ~ A~ ti 4 40' 20' 3' 10 © 5 along a flat grade- I,, ~ ' l--1 r ~ c t, rir ~ f ~r~ z E~`,_ ...~~SF Rf:'_ Ah~ ~'~E~ J~`.~~ -,Cnti_ ~
~ ~ ~ w^~~ seclonuf ~IZxe, vc•az 5 44 21 3' 10 3 Dlg depressed area upstream of wen pe specltcat~on~ d oL~' ~ , _ ;Q , ~ for block weir. _Ex=''.:: - u..,SC"s-B. Sr~~.-.. a~,S _'~~":~u
H'\ ~ F161~ s Ihn Ie1 y" a+'he • pr&G 1 1 n' 41 ~ .T 4 Install continuous wal! of 8 alb block prpv!ding a we~r 'ena'" er '.he - z _ ~ _I~E c ~ kN;, --~-~""-~'"a,r
p' ~ . 1 M Wlp• Oulu' f0 W911 Del Mo t cnRnrw ~ d., s aI11eS mn ~aR,~N~-. 7 50' 22' 3' 10' crone diem•br bA n7 ICS$ specifications. Optional gravel may be used in focf~ing to faci!~?ut~ ie:-e~.r~a -
I 8 18' 9' 1+ LF,~?ftli ~ • ~ 3' 8' _ i 5 Bockfill upstream side of vrelr rand fil4 bl~~c~ cells w~th soil. - y-,~. -,,_A:;E ,NT,~ ~'r__-~ ~Z~~ ~ ~ + ~ ~ s
~ n a wxb dWlrxeo chvnal ca~ S'x 3'r ~ 41n4tiw•Etronupfh•ChN,rN~I - Imm i I ~ s ed and mulch a'I disturbed area. _ ~c~ -,r :r,-~c- pr~a--- ae'..cc ~ ! 6. ed ate y e _ ~ N~-. a _ _ ~ ~ ~ •aC I r
7 1(+~6 ~ ~ hea,a w en RRVA•Ion of B y 26 13 3 10 A~ G ~ } ~vetn.rraelm4TtRExs:a 47ph orro the lop OI'^e Wnk, _ _ r
+''1:J1•vwr INSS I i i ~ ~iH'_~ fii'TN SEEuuN~ ~1'~IP'~_"1T ,~-'lPa;r a='EF ~=EDrN(; ' ~ I II i I~ ! ~ i
t ~ O All. ~ ~ A rulOr dank« or r Nel feorx should M ~tgCNied 6nMd•n ~IIn •hPnpapaTdecNbtrlllatpn i
NOTE: L~~351NS 4 & 5 ARE TO HAVE BAFFLES AT THE >RANS~noN CHANNEL ~ ~ M~~~-~' ~uc:LA'Etr afTEF SEEu=N'~ ANL~AN~;>~OE ~u~-~~CH. ~I ~ ~ ~ M°°~1
~ ~ MIS--'(_ENI~TH. I ! y ~ ~ ~NSPE~' A!_ SEEDED AREAS ANG MAKE NECE~SAFrREpq!PS OP i~ !
r I ~ ~ I i ~ ! ° ~ yTRANSIT10N RESEE'~WG~ 'rYITHIN THE GATING SEASON. F GI;;S!BLE 'F t ~ Q !
01 tcN Arlo Butt - NUTE TE~~iPCRARY ROCK CHECK DAMS ARE TO BE PLACED VEGETATED y ~ ~ s~ECDON TO Ox N I DrrER~oN GRADE STAND ~HO!3_G 8E OVER 60~ DAMAGED REESTaBL,;HFOL~Ow!NG I W I
~ TARP prr~tlor~f 1AtP E066 .awlM ~ j,,i , "l ~ ; • ~ ~ ~ ~ l ~ GRiGINa~ _~atE ~ERTiuZEP ANO SEEDINC• RATES- ~ I ~ ~ ~ ~ W
BELOW ~ ~ ~ET~ JF CULVERTS #1 & #3. FOLLOWING cfiEN• r2 et t~~ Fi]•1 - / I ~ ~ ~ I~ - R P A T T ~,~NSaL .~NVE SATOh iNS ECTOR ON u IN ENANCETREATMEN
w.~ INSTALLA110N OF CULVERTS AND STABILIZATION OF DIICNE 5, ~ AND FERTIUZATgN AF1ER PERMANENT COVER IS ESTABLISHED.
I ROCK CHECK DAMS ARE TO BE REMOVED. a , , STABILIZED . SLOPE ' 1 1 J 1 • • ) ° 7
R - - IJO 5 • ' I APPLr AGRIrULTURAL uMEST~NE - ~ TONS] ACRES (3 TONS/
is still " SCH /0 PYC with Cleer?-out Cap sots. 510 ' ° ~ W ACRE IN C;AI SOILS] + ~ ~ ~ FERTILIZEF - ! OC~O iGs. ACRE - I v-' Ci-1 G ~ !
riser shall be 6 ~ laced at 90 Intervals eroun0 the ba Nlde vertical ~ cuts. Slots ahel~ be p ~ ~ ~ I W ~Y J W 1 W "~1 ~F N T -..1 ~ ` ~a ~Rr'riUSr'<<A~E- 500 Ibs> /ACRE ~~q ANAL'1.,15 I ~
8" 1 Oro set of sots shall be sapatat I~r,1UJ177wR1(yTRr7MO.rm 61n,'T, pipe (a slotsl. Slots sMli be ~9 r lots sfnll be .,a.a,.,r~,,...r..~..,~d~~.~•.a•., • ° ~ MULCN TCtNS % ACRE -SMALL GRPIN STRAW ~
i next set 0 0" of solid pipe. The rx~Der of sets o s ,-,,,a,,.,,,..m,•,n~.,6x,,.+„rl~drdr•,.,Psc Froe the y .xrkA~dlpNtwm~IrlsaTC,Nk,dru ' ~ ~ ~ ANOTHER - ASPHALT EMULSION ~ 3G0 GALS ~ ACRE
Depth of basin allnus one. fed. the length of pML 41RYbn N111caefrPgn 41° STABLE UNDISIURBEO ~ ~ ° BLOpc REINFORCED L_. -J OU1lET " + + + ~ + ~ + SPREADER
o rotect the weir shell be the width speci i ~ r,A1lwa~r•7~mulareN+ylrr-".,~. The tarp used t p ~t le tarps are used to I •ccordi to availe0le supply. If iP „ 0~ AT APPROAIMATELr REVISIONS: i ~ ~ ° ~ ~ ~ ExlSTMG GRADE
I tarp s1'lell be "9 sMll be overleppeO at least 12 . extend rotection to toe of beckslape then tarps v p to The tarp shall be SO alil hea y 1 i ° K J V J 1 L d J ~
Upskreaa tarp shell overlap dolnstreaa rp
line car sun resistencx. duty sliver tarpeu e' caNc eLOa
31 Basin shell be cleaned out MF>an }Full. Bt11dEC epM AND hIFD
I 4: -
_ / 1 'r - ,r' ) J arp ss _ ocre t Sly AIaG.: eescr ~ ;if~-
~ ! ~ f S I r. , ~ ONE N
.r. CfKI+'rN~ ICN d[6tlpiG'r .'y DM141 !'!Till - _ r.~1-_f1..'t~._.
I CUSTOM BASIN REMOVAL SEQUENCE ~1°.riuld9u..w~cnrrlr~Pr.ar~lwr mxk~ _1 - }'STONE BED !OP110NA1) I DRAWN BY:
' 1. UPON PR J T OMP TI N AN T TA I I ATl I O EC C LE 0 D SI E S B L Z ON, CUSTOM ( BASINS SHALL BE REMOVED AND ENTIRE STRUCTURE AREA SHALL BE i DWB
GRADED TO FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRADE. , ~r1„m t ' C ~ ~ )
2. WH R P IFI PR VI A a ~e"~ I E E S EC ED, 0 DE DRAINAGE SWALE THROUGH OLD BASIN L_
I SITE WITH BOTTOM WIDTH AND PROTECTIVE LINER AS SPECIFIED IN ~~~°r~tr',,.I.~r,~~.T~nr.-^~ T~'PICAL DITCH SEDIMENT BASIN TABLE AND TAILDITCH DETAIL OR REPLACE WITH RIP NOTES BLOCK TO BE USED TO REINFORCE AND LEVEL OUTLET CREST DATE:
xr Ii.Iq ~h iri:nn"t1[:a, of rc..-N.vl a>Wµ W uxnNl+E°+• I RAP DISSIPATER. .,~»..N.E~u,~l»,~.IM~dn.a.°,W.,MIMIx~a1 ~02~25~04
I 3. ALL DISTURBED AREA SHALL BE SEEDED FOR GRASS STABILIZATION. •,.~h .rxarman _ ! is la w1k x0.1w•u,gY~:rvuJw+d•r~,!tiA M'~11Yi°~tM DIMENSIONS
a .r.q ml.rl mi h ~r e..... rn Fy.~.• 614 SqL~ h n rrv lTwltlgM. Al u~wtl°Id pN)lli wmrlwr/r11K 10w.+ ~ PROJECT N0. ENTRANCE ENC DEPTH LENGTH
KI+. 7 MPM e• Ve 4d Re` 1r NON, %,drCin °/lw kM' i. °`MKxr41 ie.:o xrl x1.111 p,1wMe fx6 w• dntave x.ad6+Y~ +'+1~ Mwl d. rent IMT 7 N. 14 xll xlnkh IM M Ir6ln +(gyi°I 71 WIDTH wloTH J-505
r1~ ~ ~ 18 Q 0 10' 3' 6" AS SPECIFIED
r..„1~..~ ~.,r+n_I ~ W.L.. _.,16.._~. ,
SHEET
BLACKBURN CONSULTING ENGINEERING
~ AS SPECIFIED 234 EAST MAIN STREET
CLAYTON, NC 27520 .6
' DITCH TO BE GRASSED WITH SC150 LINER 553-2900 553-7298(FAX)
@ SCOPE AS SPECIFIED ON PLAN 6 OF

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US 64 FREEWAY
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SITE
N DASHE D PHED LIEDE 15 BILLIE LILES ~
N ~ HERRON PRt ~ERRON R0P0 R w PIN: 1785.02-76-0520 ~ FUTURE / W ~
~6 CHARLES DRIVER WILLIAM S FUTU N ~ n. DEBORAH RICHARDSON 474 2788 PG 285 4 BOM 1997 PG DB PG 285 ,
BAUCATCHER Q ~ NO REFERENCE N o1'09'45"W 690.39' ENE ~a N 00'59'S2"W N 00'42'48"W 526.52' N 01'05' 16'1M 425.99 ~j ~ 690.39' 210.52' F"i ~
a 437.67 709,78' 160,01' 289.24' 242.54' ~3jS) 485.47' Z r ~ I V
NC 97 NEIGHBORHOOD s 121.31' 121.2a' os7 Ac.~' N A ~ N ~ r ~ E~ lfJ
RECREATION ~ r ' ~ W w o 15 ^ 1.26 AC.
AREA " ~ ~ °o. os, r`~i . 16 a 6 ~ 1 Q '~s, J p~ m. y9 `~S a N M W Ltl
VICINITY MAP o 5.36 AC. ~ N ~ ~yo ,gyp, ~ 20 O p, 2.57 AC, ro ~ ~ ~ •-i n V 4J
99 ~~S A ~ o ~~ry U1 Lt2 13 a Z
T • N ANY FUTUR THE B F R RE BY TH 9'0 sF ~ 1S ~ NO E. 0 E PLANS OF E QUIRED E p ~ ~ ~ 19 ~ ~ c9 SPECIAL HIGHWAY OVERLAY DISTRICT {SHOD) WILL INCLUDE s9s ~ ~?9p a0 ~ ii '0 ~ H 17 '0 325.04' ~ Z
TYPE A SCREENING AND WILL BE MAINTAINED OR SUPPLEMENTED ~ ~ 3,75 AC. 0.98 AC. E-+ ~ w _ ~z~
TO MEET THE STANDARDS OF SECTIONS 1-1-29 AND 1-1-46 n 9 1.06 AC. O. 0.92 AC. OF THE ZONING ORDINANCE AND THAT THE REMAINDER OF THE ZO ~ 0.92 AC. . 2 A ~ w ~ ;os c. 14 M ~ 12 ~
a~ s 30-FOOT SPECIAL HIGHWAY BUFFER WILL REMAIN UNDISTURBED * ~d X15.09' 155' g N ~ ~ 155' 285.00' ~ 1.68 AC. Z
EXCEPT TO ALLOW THE USES LISTED IN 1-1-46(C){3)(c}, ~ ~ ~ c f2$S') ~,j3,oyy ss ~ a ?3~0 , ~1
LOT 9 NORTON HEIGHTS r~ * ri p 'S~' 35' ~ ~ ~ O 285. 1 . 0' 155.5' 4 ~ ~ W O 203,71' 20 0 g. ~ , ~ s1~' O
NOTE; THE DEVELOPER WILL CREATE A ~ 000 ° 2 27 AC r`Dj ,1 j, N• Z 203,7 ' ASSOCI ~ BOM 2001 PG 536 8g,0p, 7000.0 i~ A G 36 HOMEOWNERS ATION AND APPROPRIATE 'L~, ~ r ~w ~}aN
DOCUMENTATION TO PROVIDE PROOF OF FUTURE ~ o ~ in N w U ~ 11 a o, a -rl CJ I ~ ~ ~ ~ A N ~M
MAINTENANCE FOR THE NEIGHBORHOOD ~ LOT 10 NORTON HEIGHTS a 0.95 ACS 0 9 7 W W 6'p• ~N ~ '~(h C~ ~ N, ~ NJ
RECREATION AREA PRIOR TO APPROVAL OF ANY ~ gg2 ~ ~ 21 6 o BOM 2002 PG m 6g w 7 RECORD PLAT A5 PER SECTION 3-4-14(D)(1). O. x$160,00' 135.89' 3 6 ~ W ~ W 0 ~ Z f~ N ~ I.n 01 ~ 0 2.74 AC. y
q ~ 1,69 AC~' 1.25 G~ o~ ~ y N 1.25 AC. ~ 8 W ~ ~ ~ ~ .69 AC. ~ 9 ~ ~ 0 ~
NOTE: PROPOSED DRIVEWAY CROSSINGS OF op0 ~ # M ~ ~ 0~~~ y 6' ~9.cM M ~
DRAINAGEWAY BUFFERS SHALL MEET THE ~ a 177.50' M 177.50' 75.02' ~O 1.27 AC. 0 W .Op' 99 AC. ~ 1F # p ~ ~ ~ ~ .r
CURRENT STANDARDS CSECTION 1-1-31~. ~ °D ~ ~ p0• '40' „ ~ 4 1 N 2 ~N ~ 3 ~ a, g5) ~ 0, ~ C w ~I 1 2 W ~ ~ ~ ~
NORTON HEIGHTS a ~ # ~ fiC0 0' ~?9 "'2.33 AC. ~ ~ U 33 ~ 260') y2
BOM 2001 PG 536 ~ 60' ORAINAG AY BUFFER m # 2.99 AC. ARD , fica t e~ ti ARD S ~s'47' o
N of o
1,11 AC. 1,11 AC. 1.08 AC. ~ 1.62 AC. 523.95' 6'. 23.95' o
177.50' 177.50' 265.70' 609,30' 609,30' 282.59' 7' 104.07'
S 0005'04"E 1917.6; NOTES 15'04"E 1917.63'
BASSETT RIDGE SUBDI' RIDGE SUBDIVISION
BOM 1987 PG 3' 1987 PG 317 ~ AI~C)t) C
NO BUILDING IS PERMITTED WITHIN 20' OF A IINI ?W
WATERSHED OR DRAINAGEWAY BUFFER.
TOPOGRAPHICAL DATA TAKEN FROM WAKE COUNTY GIS (2' INTERVAL) Before ac uirin a built
q 9 (asterisk) the builder rr uiring a building permit for lots marked by an o.NimcNn _ he builder may need to obtain a Flood Hazard Area Use Nu wo a
ALL DEVELOPMENT SHALL BE W ACCORDANCE WITH Permit from Wake Cour n Wake County Environmental Services. The builder's °'.~0°°-
THE WAKE COUNTY SEDIMENTATION AND EROSION engineer, architect and, architect and/or surveyor (as appropriate) must
ORDINANCE AND THE FLOOD HAZARD REGULATIONS. certify that all flood ha all flood hazard requirements are met. ~~~N m J
ALL ROADS SHALL BE PUBLIC IN ACCORDANCE ~ N ~ (l~ 00 ~
WITH THE N.C. DEPARTMENT OF TRANSPORTATION ~NWO =
STANDARDS FOR PUBLIC ROADS. L~
WATER AND SEWER UTILITIES SHALL BE INDIVIDUAL pNp~WN
SYSTEMS AND APPROVED BY THE WAKE COUNTY ODO~~ n ?W + _
HEALTH DEPARTMENT. There shall be no fillin N~~O~ ~ I be no filling or the erection of permanent struc- o
tuxes in the areas of le areas of Wake Count Flood Hazard Soils or Federal ~n~nzz Y
FLOOD HAZARD SOIL TAKEN FROM WAKE COUNTY GIS Emergency Managemen Management Agency (FEMA) 100 year flood zones until a ~~u;u
flood study is approve) is approved by Wake County and/or FEMA. ~~ioo ~ Y ~ocrio =
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SITE DATA
~ ~
TOTAL ACRES 44.53 INCLUDING RECREATION AREA
LINEAR FEET OF NEW STREET: 1992.37 NEW STREET ACRES: 2.74
ACRES IN LOTS: 36.43 z
TOTAL LOTS: 23
AVERAGE LOT SIZE: 1.59 AC.
MINIMUM LOT SIZE: 0.92 AC.
AREA IN RECREATION AREA: 5.36 AC. w NOTE: NOT AN ACTUAL FIELD SURVEY
MAXIMUM IMPERVIOUS COVERAGE WITHOUT BY WILLIAMS - PEARCE & ASSOC,,
STORMWATEft MANAGEMENT: 15% IMPERVIOUS AREA OF ROADWAY: 2.7% 51546 SF BOUNDARY TAKEN FROM BOOK OF
LOTS WILL BE LIMITED TO 10373 SF PER LOT ~ MAPS 2002, PAGE 952.
SETBACKS
FRONT: 30' SIDE: 15'
REAR: 30' PIN; 1785.04-75-7545
MINIMUM LOT WIDTH: 110' ZONED: R40W & R40W SHO
zoo 40o goo zoo 0 FILE: CTP2557 CTP2720
SCALE; 1 " = 200'
GRAPHIC SCALE -FEET oATE: as-14-2003 REVISIONS;
08-23-04 P.O. Box 892 Zebulon N.C. Phone [phone]
Professional Land Surve ors P.O. Boy Y
5-19-03
SCALE:
1"=200'
DRAWN BY:
Flood soil criteria shall be used to determine flood protection DWB
requirements on these lots. In addition, lots 20, 21 and 22
shall have a flood backwater easement based on elevation 284.2,
The minimum finished floor elevation on these three lots shall be DATE:
286.8 with higher requirements possible depending upon actual location of structure on the lot and flood soil criteria. 02/25/04
WETIANDS1401 GROUP
PROJECT N0.
AUG 2 6 20 J-505 04
WATER (QUALITY S ECTION
SHEET
SUBDIVISION PLANNING AND TOPOGRAPHIC
INFORMATION PROVIDED BY WILLIAMS-PEARCE
& ASSOCIATES.
of 6'