20021081 Ver 1_COMPLETE FILE_20020705

?(7? W,gT?gQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
`Q [ North Carolina Department of Environment and Natural Resources
r
Alan W. Klimek, P.E., Director
O ' Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 18, 2003
Johnston County
DWQ Project #: 02-1081
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE
Lee Brothers Rental, A NC Partnership
400 West Main Street
Clayton, NC 27520
Subject Property: Lee Forest Subdivision on (S.R. 1551) Guy Road, between Garner & Clayton
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to impact
20 additional feet of stream to install a water main across UT to White Oak Creek as you described in
your application dated August 5, 2003.
Amount Approved (Units) Date Approved
Stream/ buffers for a road crossing 115 (feet) June 28, 2002
Stream - Water Main 20 (feet) Au st 19, 2003
After reviewing your application we have decided, this fill is covered by General Water Quality
Certification Number 3374. This certification allows you to use Nationwide Permit Number 12 when
the Corps of Engineers issues it. This approval is also valid for the Neuse River buffer rules (15A
NCAC 2B .033). In addition, you should get any other federal, state or local permits before you go
ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire
when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. 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 wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to
be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
ffl%N_R?
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
Page 2
Conditions of Certification:
Certification of Completion
1. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Compliance of Conditions
2. 'It is required that this project comply with the conditions listed in the attached General
Certification and that impact thresholds depicted in your PCN are not exceeded.
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell at
our Raleigh Regional Office at 919-571-4700.
Sincerely,
JRD/bs
Attachments
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Robert L. Massengill, Southwind Surveying & Engineering, 201 Glen Road, Garner, NC 27529

?sr ?U?v?7 ??C 331/

.Vii/.,;

ENVIRONMENTAL SERVICES, INC.
524 NEW HOPE ROAD
RALEIGH, NORTH CAROLINA 27610
July 21, 2003
Ms. Amanda Jones
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
[phone]
Re: PCN Application for Nationwide Permit
#12 Authorization for'Water & Sewer Line
Nash County, North Carolina
Dear Ms. Jones:
Environmental Services, Inc., (ESI) is pleased to submit the attached Pre-Construction Notification (PCN) on
behalf of Stocks Engineering, P.A. of Nashville, North Carolina. This PCN seeks authorization to install a
water and sewer line that will serve to connect an existing subdivision (Woodfield) to a proposed subdivision
(Cross Creek). We believe that the proposed crossing is consistent with what can be authorized under
Nationwide Permit (NWP) # 12 pursuant to Section 404 of the Clean Water Act. The applicant for this PCN is
Mr. Dale Bone with Mr. Mike Stocks, P.E. serving as the authorized agent
The proposed work would be exempt from submitting a PCN for a NWP 12 if clearing in forested wetlands
were not necessary. Wetland impacts are less than 0.1 acre; however, because of the clearing, a PCN is being
submitted to the Corps.
Cross Creek is a subdivision that is proposed to be located on State Road 1145 approximately 'h mile
southwest of the intersection of SR 1445 with SR 1700. Please refer to the location map attached to this
submittal. Woodfield is an existing residential subdivision that is located on SR 1700; separated from the
proposed Cross Creek site by a small wetland system that contains one stream channel. No wetland impacts,
other than these proposed for the water and sewer crossing will result from the remainder of the Cross Creek
development. The water and sewer crossing will be installed in a previously dedicated 40-foot wide drainage
and utility easement. The site plan as prepared by the project engineer is attached to this submittal.
Wetlands & Streams
The wetlands that occur in the crossing area consist of mixed hardwoods dominated by such species as laurel
oak (Quercus laurifolia), red maple (Acer rubrum), privet (Ligustrum sinense), giant cane (Arundinaria
gigantea), and green briar (Smilax spp.). The National Wetlands Inventory (NWI) map for this area shows the
subject wetlands as palustrine, forested, broad-leaved deciduous, temporarily flooded wetlands (PFOI). This
usually indicates that the wetland is temporarily flooded after heavy rain events or during the wet season.
Other times of the year, these wetlands may be completely dry. The soils encountered within the jurisdictional
wetland are mapped Rains fine sandy loam, which is a poorly drained soil typically found in large flats and
along small to medium drainages.

VNETLA NN. /4 i e R o u P
8SA) P E D
NATERQUALITYSECTION

i?

0
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U_S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ} associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
httn://www.saw.usace.gM.mil/wetlands/Perm go.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at httr)://www.saw.usace.gniiy.mil/wetlands/re-gtour.htm or contact one of the field
offices listed at the end of this application.' The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
htfi://h2o.enr.state.nc.us/newetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Co idination_ - Special .coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 1
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
:j the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed M days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.gM.mil/wetlands/nwDfmalFedReg_Ddf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. - Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at httn://h2o.ehnr.state.ne.us/newetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U. S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 2
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
Riparian orWatershed Suffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:- I
3. If this notification is solely a courtesy copy because-written approvalfor the 401 C'.ertircation
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
. -mitigation of impacts (see see4ion VIII - Mitigation), check here:
II. Applicant Information
L QwmeeApplcant Information
Name: Lee 3re??ec 4Ze nt?.I k Nc_ 'igr1 nerd,' b
Mailing Ar3riress: 4oc? west t?r,;.? Street
C\r+, ?ort uL 2-1 SZ0
Telephone Number: (c? i -N SS 3 - co 4`t 4 Fax Number:
E-mail Address:-
2.- Agent 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: Company Affiliation: S O J 1? w'?ne.Q S 1 r ve•, n G OL C n ,nee r %L
Ma- 'f'nv Address: -.2- o i r tv_,,
Gr,rner a iJe_ Z-1SZS
Telephone Number: Q9 i5? `i -i a. n t s 3 Fax Number: C I i q? `t t 3- 0 1 y g
E-mail Address: r m r, s s e
Page 3 of 3
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: L e2 F'o r-eS? S, 6,:1•, \t ', s t o
2. T.I.P. Project Number (NCDOT Only):.
3. Property Identification Number (Tax PIN): 16 yg - 53:- 5 (0 1
4. Location tt
county:_ 3 U?,r% or. Nearest Town: ?UeScweer Garner L1A-??on
Subdivision name (include phase/lot number): 1... e e Forest ?h'.J t Sr a
Directions to site (include road numbers, landmarks, etc.): 'Pron...
+-n US `10 Eta,k (tNenr Gar.'s4r) j ySZo E ?a?ro>c 3 i.,? T R,61.t CnTO etk z-SSO
CGu? R?lt?. RorarA t?s»?<r C?4naeS ?? 5R 1rj51? i., Sol?nS?o? Go Go CA Jpt.Dco?c
Z j Stkt_ tS ,bc.AkeA pr\ ?'tR?,? ivST OAS Wlzt?t 04k ??4n?c.?cbn 5/D,
5. Site coordinates, if available (UTM orLat/Long): N 3c'- 38"
(Note - If pr*ctjslinear,_s: ch_as_ax ad or utility line, attach a sheet-that separately lists-t e
coordinates for each crossing of a distinct waterbody.)
5. Describe-the existinglandsise or condition ofd site at-the time -of-this. application:,
7. Property size (acres): ss, sg
-8. Nearest body of water (stream/river/sound/ocean/lake): _ w t, ; e o k G c k
9. River Basin: t,Je o s e.
(Note- this must be one of North Carolina's seventeen designated major river-basins. The
River Basin map is available at h".-//h2o.enr.state.nc.us/aclmin/maps/.)
Page 4 of 4
10. Describe the purpose of the proposed work: ? ? Sri ?? _ a. w A rc LL _ , rn a i I-J Ne-P c s 5
A, iZtP?.tZ.?,??? STt2cAc-? TO -k> vZuv -0 AS & Lo oPC-1> w,4rey
'SYSTEM Ar> T,'EQJ i?,E FAY oHNs-ro,0 GooNT" ? To PRo v ?D L TZ'ETT~ 2
-DR?niK???C?, w/iTE (Z C?v4?. QTY .
11. List the type of equipment to be used to construct the project: EX C_gJQk or . CAo z.crti
sc.rt? ? C s 4or.%eler , i»okor a rAclp r
12. Describe the end use in-the vicinity -Gf this project: R e S ; ae„ , a 1 _ ;a 4 N C-, (?„ }
.. -V. -Prior P.roject$istory
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) 3n 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.
u5 C At.rtoti _-0 ZdaIZ. 1191 ap-- poove.? C4, e 'S' L$ Zoo Z
ro"ktt O Z - Lc??31 a>olra?a? ?7 a?e ( T"I to 2-007,
T?,2 c--?tlV? >¢rrH t5 Get ?o? LonSTrvc?.on O* G Sy?c?ISo-CoAc?
_ > 1 rs 1
j 0.G?oS5 0. PI?AI`(.?o.? cec.?.. w>,??oY..nn4?<ly 1rJO ?'ee.i v? Tfee??n e? '?'?2.
0poS•ecA W rA' -2r MA ?n C_roSSkAC
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N /A
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 5
1. Wetland Impacts
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
ear feet
Type of Wetland***

i LbL caa,u uuyac;L ZicparaUty anu iuenury Temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: O/A.,
Total area of wetland impact proposed: to ln,
f 2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
inear feet
Stream Name* * Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
I ?? I i'? oZU? vT o w?,.?e 3 ?? ?e?enn.wl
Gf?SS?A 0?1? Gre2k

it T . __L
cacu ? I,a" bcya d ,ly auu iuennTy Temporary Impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps' are available through the USGS at 1-800-358-9616, or online at
www.usg.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tomzone.com_
www.mapquest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: f ?d ;4Z IVS LP 2.O L.F (T'h%s ?aPpl?cgCa l ??J LP
Page 6 of 6

3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.

Open Water Impact
Site Number

indicate on ma
Type of Impact* Area of
Impact

amp

.'Fame p Wplicablle) atee)
(if applicable) Type of Waterbody

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

List. each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging
flooding, drainage, bulkheads, etc.
4. 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.): M
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:
VIL Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The property is bisected by a riparian stream, with approximately % of the site on each side. Since a road.,
is allowed to cross the riparian stream at only one location, cul-de-sac streets must be constructed to access the
remainder of the property. These cul-de-sacs create dead ends for the water mains that provide drinking water
throughout the subdivision. Long dead end water mains create stagnant conditions that create poor drinking
water quality and low water pressure. In order to provide adequate pressure for fire protection and maintain
acceptable drinking water quality, dead end water mains should be avoided on long segments. To provide a looped
water system in this development, it is necessary for one of the water mains to cross the riparian stream. In
addition to being a good. engineering practice, providing looped water systems is required by the Johnston County
Utilities Department. Looped water systems also provide a means to isolate lines and keep more customers in
service if a water main break occurs.
The water main will be installed approximately 4 feet below the streambed and the disturbed area will be
returned to original grade and revegetated with grass.
Page 7 of 7
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
foi 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
h-Ltp://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and. a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
DWQ - Less than 150 feet of cumulative stream impacts will occur for the entire project including this
impact (20 LF) and the previously permitted impact (115 LF), therefore no mitigation is proposed.
USACE - The disturbed areas will restored to original grade after installation of the water main, therefore no
mitigation is proposed.
Page 8 of 8
t? .
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.ne.ua wrp/mdex.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 (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?-
' Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ??]'` No ? If you answered "yes", provide the following information:
Page 9 of 9
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mit
igation 3
2 1.5
Total
lane 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 (DWQ Only)
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
downstre am from the property.
EX.S?.r.,a ' ?.,n?ervo°.a 5 O AtreS CO °/v
l _ pre{?oSl? r?/cayS / \ '
?o.?p"l ?,GrcS C-?Z%^} tn.G
??c?..??
tO?i r^S ti'o ^".C `>> a Nov-k.3044 D4 ?tQS Te L-, Lev-t? p
fpree,ers e. t& ire J?SQC.? OJT 0'„1'
-r
&Anne1
S 7I
11?aT c??s?1
,Ara@ ? o ?4.e ?v??e
r5 ra??c?e
? Z
S
?ee ??o.,J A 4?orn?„r4?cr
LL
?'trM. C 1
IS fC?u?r2o1 a?r?. tt
w.?? a2 ob1-cr?tiec? rr
{rb+h ff
1
.?oR't?5?tan Covn?.? ?rtar '?-? Co...s?ru...'t'o
XII. Sewage Disposal (DWQ Only)
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.
XM- Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No E'
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 10
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).
c6"- 5-
Applicant/AgenWSigdatura, Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
`s US Army Corps of Engineers Avery Clay Jackson Polk Watauga
-? 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell, Swain
Fax: [phone] Catawba- Henderson Mecklenburg - Transylvania - - - -- - - - - -
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Sung
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615
k 1
'' Chatham Granville Orange Wake
Telephone: [phone] e.f
- Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates ' Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
l Fax: [phone]
Anson Duplin Onslow
BIaden Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
Page 11 of 11
US Fi
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
sh and Wildlife Service / National P
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
-Division of Coastal Management-
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3 855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
Zarine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
Beaufort Chowan Hertford Pasquotank
Bertie Craven Hyde Pender
Brunswick Currituck New Hanover Perquimans
Camden Dare Onslow Tyrrell
Carteret Gates Pamlico -Washington
NCWRC and NC Trout Counties
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
-Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12

des _ iiver
w \ !-J
14' f
,,?'
_
Ittrk
i. L1
k?
_ t i yr \
{ o
tel .

`' ('? , i
- X
1 M1 4• ?Q } __ STATE AGftY3
r?r ENTAI ?? .
• T j \
_ ?,

?f ?. G •u s
l III \ f 1 ' ?f ? ??? '? ?\ •
;? l ?' F? 11
l ? ? j

t•F35g395
{
)
i - 1
f ?
ee Forest Subdivision
l
l
/`( ,/f . ?`..
I
r
_? ? Y ? '? ? ! ?
0? ?
,
?
?? J? J ? ?
?ll)
,
? f/ ?
/
/
4 p 1 `i?
? •{
( // C'
{ ?
/fl
/ .
?
?+'I ?
CJ
C/?_?//
'/}??,
?J
V ? rr 4_
.
'? /JJ(/%
\
! ?
`
?? I[\ ? '` (?/?'/. ??t? f?/
r
l
?J yf r f
! `?//y,'Tf//!((J ?r
_-?
I `f???'U ' ? F 1r? - `
4l + `
` /
I
?
?/l./L-.- , .?'r
f /\J ? ?
?
?.",?'-?
^' ?•
?
??
?
r / I ???? ?'? t? ?•.v (
arks
I ?.
J -?

?? #1 ITnna
! med TnbirtazSof White Oak Cre , (
e G t f
? ! '
r

/?
F
/A f "I .
t ?
t
`? 1
350 , t' t ?, Jr? / i f ' r I !?
J1 --? t 11
-.t V u
?jj 1

IV,
?
t II

?
? ? t ?, t? 1 ?` j=Y-"?5 ? o ?? •? of F ?--??`."?„\ ?`? i
a-u iupuvunus i,opyngnt v iy" ijet.orme xarmou[n, Nm u4uyo source Data: uaw 1---1000 ft Scale: 1: 25,000 Detail: 13-0 Datum: WG.S94
SOUTHWIND
SURVEYING AND ENGINEERING
201 Glen Road
Garner, North Carolina 27529,
Phone: [phone].
Fax: [phone]
TO IJL?? C7 - U_).e 1/4,d,5 1 )nl+
ZEZ1 CrA64-/----e 'Elves
L+ ?e ?-,5 o
(tt51-, , Nom- Z7Cpo y - 2 Zco0
WE ARE SENDING YOU "ached ? Under separate cover vi the following items:
? Shop drawings ? Prints ? Plans ? Samples ? Specifications
? Copy of letter ? Change order ?
COPIES DATE NO. DESCRIPTION
I 1'
•, l k, c A_lE I 1 1 t el-I
7 511 kr-t IV.L I;-, f 1A
' Ito r% IF-r- Zoco.?o h??1??3H3

11N
LETTER (T)IF IMUMEOUML
DATE
T
_ O JOB NO.
ATTEN
ION Vin r cTa n e
RE: 1L
tKs4 ? w .? ? ? '

THESE ARE TRANSMITTED as checked below:
K For approval
? For your use
? Approved as submitted
? Approved as noted
? Resubmit copies for approval
? Submit copies for distribution
? As requested
? Returned for corrections
? For review and comment ?
? Return corrected prints
? FOR BIDS DUE 19 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS
Ttie_ 0. k *-,I D ?k1i1 (?rDn?1GAt?o n a C? Sc??nn?Al ec? 1 5r ,.gyn. r I"e.J?"
e_ ? 4 V- e r l„ C, r o 5 S c, a- I` t a A P c..?, S T r e o..v? ,
to D fl r 'J .. I I-
,4 Su??..J.Seo-? rnncl <.raS't.j..a ? 4S c rea.cl?. t,te., ?4?f Jro?ee(
& IF ?? 5 Dro; e'_j under kie- rc.T dZ l0 `t3 I AJeJ -Ho-o Z .

l?'e Tc,SDez??????. t-cgue5{ ??prov.:l ?0 0.?e.Q {-ham W???er ???e
GrDSS ??L e P c DYr?.`? ?.
?y LIZ L- M-7 SPrn
COPY TO U S A.rM ?-ur S o? E^ veer
SIGNED: ,gam C'c
`k , A ^ if enclosures are not as noted, kindly notify us at once.

W Tom Ps
SUS
NATERQUALITySECTION
t -

k02181
Pre-Construction Notification (PCN) Application Form
Alltl)111
For Section 444 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
T' http://www.saw.usace.g=.mil/wetlands/Perm. app htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.mmy.mil/wetlands/reZour.htm, contact one of the field
offices listed at the end of this application.' The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2e.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Tront Waters Coordination- - Special -Coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page i of 1
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
} the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed M days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at htW://www.saw.usace.army.miVwetlands/nwpfmalFedReia.D f.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional.. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at hltp:A2o.ehnr.state.nc.us/ncwetlands/fees.htrnl. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury-check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.

Page 2 of 2
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
I . Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
2"Pipariun oz- atershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:_ I
3. If this notification is solely a courtesy copy hecause. written approval?r the 401 C arE cation
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
. mitigation of impacts (see section VIII - Mitigation), chuck here:
II. Applicant Information
1_ S?wner/ATpI_?Mlt Information
Naive: Lee
Mailing Acid ss: 400 wes-L 1)2, A? S-? re.et
Ctn., }o n . ?.1G 2-tS2.o
Telephone Number: (g i g) SS 3 - co 4 `t 4 Fax Number:
E-mail Address: m/a
2.- Agent .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: Ro1??r? L. i?asse,?g?l1E
Company Affiliation: So???.w'.•.e.Q S.,?ve•,'.?G +L
Mailing Address: - -moo l Glen ?.orCJ
Garner NC_ Z"ISZ`1
Telephone Number: Q9-?) `i `t 3- b l s 3 Fax Number: q? 5? `t-t 3- o t y 8
E-mail Address: r cam, r, s s e g. l l (9 S o w a h dl . e -,•,
Page 3 of 3
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Lee
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): t u yg - 53 :- 5 (01
4. Location
County: T4t1nSTO? Nearest Town: tkwee.. C?c?rncr GIAj}on
a
Subdivision name (include phase/lot number): Lee- Fd r e s S. ?,X, J , s' L
Directions to site (include road numbers, landmarks, etc.): r??,... EIS{
?? US `t0 EcA k t-, eAr Gtirr,er yS-1o E >aaro,C 3 +•.;. T R;6ti.k on o S? ZSSb
- ?, (!u? ?l.e??t Ro0.rJl f1.fM ?<f G?Ane.eS ?? ??Z t551 ?? So ?nS'Cc?n Go Go C?Daeo?C ,
Z. C+1? Stec ,S tbCA ta? p1`i!R?, :v$? ?!A%A W?,al'i 04h tArJc ,'.,
5. Site coordinates, if available (UTM or Lat/Long): tit 3 is" ?w le- 3c'- 38"
(Note - If-pr..*ctislinear- mchas_amad or utility line attach a sheet t-sep ra .ly lists-the
coordinates for each crossing of a distinct waterbody.)
5. JD-escribe_the existingland- se or condition oflhe- site at the time -of-this.. applicatioxi:
WooaS
7. Property size (acres): SS. SR
-S. Nearest body of water (streamfriver/sound/ocean/lake): _w V A, o; <_ creek_
9. River Basin: t? e,? s e
(Note- this nest be one of North Carolina's seventeen designated major river'basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mAps/.)
Page 4 of 4
10. Describe the vumose of the proposed work: w sri. t_t_.. Q-_ w Arc R _ jn' 1. 1 NLRos f>
A, iZiPA.R?r?,1?I STREA T'\ -ro -P?w V 1ln? 1; ?. LooP[n LOkrey
SYS'Crm AS 1?EQU1?E? BY 3oHNSToaJ co-w7-, d T4 PRovit)a T-NETriz 2
'bR?lyK1?aG wAT'EtZ t.??at.ITY.
11. List the type of equipment to be used to construct the project: EX ?4.r0.?orT? o Ztr,
sc.rr?o?? to,,eAer, ,rl-,okor a rA-1tr
12. Describe the4and use in-the vicinity-of this project:
-'. -M"P oject_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.
US 4,CC kt_k- iorJ I? Zd02.Z Itgc1 A{'p(I ov 44% Svl lo, Loo Z
t?kC_-p u-)Q fro:e?"E O1- \y1&? tonora?rl.? 07?a?e - S'u?y to 200'Z,
Tkj QV,Q._ D¢rMAS t~rt "r Cc^S?r1vr.1 0^ a a. Sube??V?S?on rOAIJ
MC,ro'SS 0- r,10AI?o.? STC2c.v. a??COtnn4Telti q5a ?'e4e1 Jp +Ke
ProPoS'tvQ W q-er c"a.n C_rn
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N ?IA,
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 5
1. Wetland Impacts
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***
NII? '

i.isL t;"n imp= separamy ana iaemuy temporary impacts. impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at h V://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: tzi.4,
Total area of wetland impact proposed: N Jn.
f 2. Stream Impacts, including all intermittent and perennial streams
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?
lease specify)

Gr0sS?n OA1; Gretk
?q?er MA??

e
List each impact separately and identify temporary- impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.go_v. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.igILozone.com-
www-mgRguest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: ? PI WNIL.Ik l .,?
l15 LE` C/SPPro?tcll 7-I0-o-L) + 2.O LF (Y•15 taQPl.cq??o ?? l35 Ll= -G??-?
Page 6 of 6
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
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.
N ?

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.): &3 iA
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.
-rhe- '?t?Der?Y ?ro?? ecp ?or C?eve11D,r,P?4 L5 'tseJpj 6y a
r%Daric? S?rCo..v. 0Co,c ?z of the s.?c I?,c /a? ert can e,)c-(-,
Stoke . T-+- is Iyte e"Ssskr! +0 [toss E.e ??rG0.M 1 ?,? 1eley<-[op ` VI
S?.e dt1 ?... nno i .-e?GG .we ?< .. ._... 1.n Cte? Z'1..o CAF nn .n LFP<? GPe.4.:w ra n7
S?rtw.r, WAts Selec?e? ?nr \?Q [rossi..? 4--
Page 7 of 7
r J
SY%e-A 0\
?CC??o, ??1 o.n a o ?? oT t\?f rc o5k? CanS?r?? •o? Af`Co. T?,C
etevs?ia.. o? ?'1?2 1'o o.c? is Jt?si??r?oJ. e.5 low as ?5ss??`'2 ?o re?kyc.e,
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/strmgide.h-tml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and. a
description of the current site conditions and proposed method of construction. Please attach
- a separate sheet if more space is needed.
DWQ - Less than 150 feet of cumulative stream impacts will occur for the entire project including this
impact (20 LF) and the previously permitted impact (115 LF), therefore no mitigation is proposed.
USACE - The disturbed areas will restored to original grade after installation of the water main, therefore no
mitigation is proposed.
Page 8 of 8
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrDfmdex.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 (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No a
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)?
T 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 ?
M Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes g--4 No ? If you answered "yes", provide the following information:
Page 9 of 9

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
lone 1 extends out 3U feet perpendicular tcom near bank of channel; Gone Z 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.
M. Stormwater (DWQ Only)
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.
?x,5b:+,a ?.nperv?.?5 o gcre5 ?a'/?? r ooSe?lt ??. asryro.ss Co Co`1 ?cr<5 lZ%

1'p/i?S
E1oM
CS? t?l?ylv.?A•
G.
er
e D4??o5
Levti?
tTrCC?frS
o.rt
ecQ on a
F0,
t?
6NPIANIA5 l
f1^.e.T k,Scl- AraB 4 (r
p
u ?4,e t?vFT@t4 _ fti7 4 J??.r?c?e I
t
1
4?ee-? t[OvJ Q S or?v?i.JgYer
ice.r;lam. %s mclu'red o.",&. '-J'-Lt be. 0 0c."'ea fro.,, Jo1'r'S4'ca' COVO%?j Pr?er
XII. Sewage Disposal (DWQ Only)
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.
XM. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No B
Is this an after-the-fact permit application?
Yes ? No ??
Page 10 of 10
XIV. Other Circumstances (Optional):
J
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).
f"- 5-
Applicant/AgenWSiE aturV Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Telephone: [phone]
Fax: [phone]
Alexander Cherokee Iredell Mitchell
Avery Clay Jackson Polk
Buncombe Cleveland Lincoln Rowan
Burke Gaston Macon Rutherford
Cabarrus Graham Madison Stanley
Caldwell Haywood McDowell. Swain
Catawba- Henderson Mecklenburg - - Transylvania-
Union
Watauga
Yancey
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] eta ti5 Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
Page 11 of 11
US Fi
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
sh and Wildlife Service / National P
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Division of Coastal Management_
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
I
J
Western Piedmont Region Coordinator
3855 Idlewild Road
Kemersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn- Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
Zarine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Beaufort Chowan
Bertie Craven
Brunswick Currituck
Camden Dare
Carteret Gates
NCWRC and NC Trout Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
Hertford Pasquotank
Hyde Pender
New Hanover Perquimans
Onslow Tyrrell
Pamlico -Washington
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
-Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12
? i.

0

D2108 i
Pre-Construction Notification (PCN) Application Form
Q?
.c
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ} associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian. Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
T?? httD://www.saw.usace.gmy.mil/wetlands/Perm ayn htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htra, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o:enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Maters Coordination- - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 1
1
s ?
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nw?pfinalFedReg.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional.. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative' wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is 'required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at htt-o-//h2o.ehnr.state..nc.us/ncwetlands/fees.htnl. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U. S. Treasury-check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include 'a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 2
Office Use Only: Form Version April 2001
USAGE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
r - D Riparian or-Vatersheti Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:- I
3. If this notification is solely a courtesy copy because. written approvaLfor 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 (see section VIII - Mitigation), check here:
IZ Applicant Information
1_ DymErZAplicant Information
Name: L e f 3ro-'Very k l.lc_
Mailing Add ss: 4 o o w e,S{? 3)2,r.; S? r e e'?
Cln.l?J 2-tS2r0
Telephone Number: (g i g? 553 - co 4 g 4 Fax Number:
E-mail Address: t4/a,
2._ Agent -Information (A -signed -and hated-copy of the Agent Authorization letter must -be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Ro,"A L T-1aSse„gM 31E
Company Affiliation:
Mailing Address: 2 o l G le o NJ
??cner ? 1JC_ Z-1SZ?i
Telephone Number: Q9 ig) 7 -i 3 n t s 3 Fax Number: C I i 5? 7 3- o? y g
E-mail Address: r m r, ss a r, cl . c_a -?•,
Page 3 of 3
US R
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
?h and Wildlife Service / National A
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
..Division of. Coastal Management_ .
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
Rarine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Beaufort . Chowan.
Bertie Craven
Brunswick Currituck
Camden Dare
Carteret Gates
NCWRC and NC Trout Counties
Alleghany Caldwell
Ashe Mitchell
Avery Stokes
-Burke Surry
Buncombe Henderson
Cherokee Jackson
Clay Macon
Graham Madison
Haywood McDowell
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Hertford Pasquotank
Hyde Pender
New Hanover Perquimans
Onslow Tyrrell
Pamlico Washington
Watauga
Wilkes
Polk
Rutherford
Swain
Transylvania
Yancey
Page 12 of 12

`
i dver
350 ;2
:fi• 36?
? Z r4
?l?s T o
J% i¢? ?J t;
r^t` ?} i • '.'' .. '?•t

'"? ??
3 ?
L.;. '':•
•? of
? ???? ?
? z--?s0 /.
1,
???i ?ti r ' ?• 4 \ C ?? ? - !- 70
i'U?t7
STATE ENTAL
T C ??

!
?6 ffa
0

`
'
; i ?
_? ?__ - f -.( :r•.-... ??/
?
'
' -? ' (fir ?? `
,??'?: !f
_
Forest $ubd-qi

- l Q ark
t f
#1 Unna med Tributary of White Oak Cre e Q G ,t _ ?r? / f J
1 ` / ;

60

-9{?.I? ?

1
?•Jt ??i/i

?' 1{??t??

f

/" `??t.' `kl'

?? c -?

i,.

11 t3f
K'_--
?'
V J --
--r (r ?'1
\X26 i \ g ?' J r
--?
i
`

r> ?-

-j

E Z 1

f n
r-
A
71C
r,( _ e
J
1 Ti ( (! 11 Y o? •?' •? r ?L-i
5 e i
?„ 1upuyumus wpyngnt %) i)," Lei urine xarmoudi, lvm 04uy6 Source Lata: ubub 1----11000 ft Scale: 1: 25,000 Detail: 13-0 Datum: WGS84
`0?0? W A TF9QG
>i
°
July 10, 2002
Johnston County
DWQ Project #: 02-1081
APPROVAL OF 401QUALITY CERTIFICATION WITH
ADDITIONAL CONDITIONS AND NEUSE RIVER BUFFER RULES
Lee Brothers Rental, A NC Partnership
400 West Main Street
Clayton, NC 27520
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to
impact 115 feet of steams and buffers for a road crossing at Lee Forest Subdivision, as you described
in your application dated June 28, 2002. After reviewing your application we have decided, this fill is
covered by General Water Quality Certification Number 3375. This certification allows you to use
Nationwide Permit Number 14 when the Corps of Engineers issues it. This approval is also valid for
the Neuse River buffer rules (15A NCAC 2B .033). In addition, you should get any other federal,
state or local permits before you go ahead with your project including (but not limited to) Sediment
and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations.
This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. 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
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H.0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below. Deed notifications or similar mechanisms shall be placed on all
remaining jurisdictional wetlands and waters to notify the state in order to assure compliance for future
wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of
this letter or the issuance of the 404 Permit (whichever is later).
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands
and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure
compliance for future wetland and/or water impact. These mechanisms shall be put in place
within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later).
2. Stormwater shall be directed as diffuse flow at non-erosive velocities across the entire protected
stream buffers.
I
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/ncwetiands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
3. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible parry shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have 'any questions, please telephone Bob Zarzecki at 919-733-1786 or Steve
Mitchell at our Raleigh Regional Office at 919-571-4700.
Sincerely,
Attachment
cc: NIIJ
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Raleigh Division of Land Resources
Robert L. Massengill, PE, Southwind Surveying & Engineering
;., ctor

k '
W

R"* r

0

QG
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
yf:' hM://www.saw.usace.anny.mil/wetlands/Perm Up.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at hgp://www.saw.usace.army.mil/wetiands/regLour.htin or contact one of the field
offices listed at the end of this application.' The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also. advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Maters Coordination_ - Special noordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 1

CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
J the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at httn://www.saw.usace.army.mil/wetlgnds/nwpfmaIFedReg_12df.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
441 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional.. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at bttp://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury-check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 2
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
E Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 mater Quality Certification
[Riparian orlfttershezl Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: I
3. If this notification is solely a courtesy copy bemuse-written approval-for the 401 CP rtifkati n
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
-mitigation of impacts (see section VIII - Mitigation), check here:
H.
Applicant Information
L Ch er/ATpnl___-a t Information
Name: Let- 13ro-E'?ec-, 4Zan o. ? 1? NG -Pgr+r--fr-,r4
Mailing Acid ss: q00
w ea tom„ Sl re e?
C'1n.{ ?-o_n ? tJG 2ZSZo
Telephone Number: C9tg) SS3 - (.49 `f Fax Number:
E-mail Address:
2._ Agent Information (A -signed -and -dated-copy of the Agent Authorization letter must -be
attached if the Agent has signatory authority for the owner/applicant.)
1`S?: Ro`?e r? L.. ?'IASS eng! l? ?1 E
Company Affiliation: 4k c c,',%ee r inc,
AdaiL* Address:2 o i G te.eN
G Are er j NG Z'1SZ5
Telephone Number: 0 ig) -i 7 3 n t s 3 Fax Number: < I t 5? -1-t 3- o 14 g
E-mail Address: r m r, s s e, 4 ;11 (P So 0?E, n a, c-? •,.,
Page 3 of 3
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided
1. Name of project: Lee F'o re.SA S 6?1, s o
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 16 yg - 53 :- _ (o
4. Location
t?ween Ggrner GlA-?}on
County: Nearest Town:
Subdivision name (include phase/lot number): Lee Fates s 6r1,'t,? ?,o
Directions to site (include road numbers, landmarks, etc.):__ T, Ate? o rzask
? US `l0 ?raa? (?1egr G<arre?) } y S -[o E >a?ro,c 3 c.,; T Rin?.to.,-Eo SR ZSSS
Gu_?Rd;? 'Q.oA.rJl t1.+M?er G?+Ana!'S 'E-a SR X551 i+ $ol?nS??n Go Cjo CA aro,c ,
Z, ??? Si t is IbCAte? or, r'ta4,k ;vs? AS'E Wa ,,{'e 04'k ' lT
5. Site coordinates, if available (UTM or Lat/Long): N 3 s - 31'- 19"Z' le- 3-'- 33"
(Note - Ifproj.ectislinear ,_such.as"asoad or utility liner attach a sheet-that_separatelylists.the
coordinates for each crossing of a distinct waterbody.)
$. I2escribe-.he existing-land-use or condition ofthe- site at-the time of-this application:
wooa-'
7. Property size (acres): S5. 59
-g. Nearest body of water (stream/river/sound/ocean/lake): wt,A-_ or, 1? re k
9. River Basin: t,je,, s e_
(Note- this must be one of North Carolina's seventeen designated major river'basins. The
River Basin map is available at h"://h2o.enr.state.nc.us/admin/mgps/.)
Page 4 of 4
10. Describe the purpose of the proposed work: S t e ?? c t s, Jle ?? l
11. List the type of equipment to be used to construct the project: EX ?4va?or . o zcr,
Se.rAgcr 6,4er rr okur e rAee r
12. Describe the4and use in-the vicinity-of this project: aes;de^ ?'L 1 tA e.) (' vta 1
-'. -Pxi" Pto a story
3
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.
N /A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N /A
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 5
1. Wetland Impacts
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
ear feet
Type of Wetland***

auu rucuury ?cinporary impacts. impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/dramage, etc. For darns, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.izov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0 /,6,
Total area of wetland impact proposed:__ N ln,
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
inear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)

??'?ssoe?a?ec? oli'1_ Ce-eeK

t T ;..r ..1. ,.? ----- t_ -a
?,.u? ?. Myu- Wymawly auu iuuutuy tumpormy impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com
www_mapouest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1.1,5' ;-(--
Page 6 of 6
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
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.
N 1?

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.): m /b,.
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. J n
'r 11Q •,r`oz) •crA l ? roati<ecl Torn J e v e t n %A. s. 4 ,S 1,,<e?` 2cX ? n
Ig --N I - ?c <'v-I ' vr• K. .12., toi Cre. S.L't Ir+e AT etit Dn V-Ac LN
SI%-Ae , 2t '.s ?1act55ar.. +o Ctos5 -? ke ??reo w „ 'IeJC.(oo +k
S•#L'e _ 01M?.. er?c i e it .?. 1.n SeeA_ -rv-. Lt n..I-LJ-o_<-F a.'4..... w-
STrtu+V-? wAS Se1e?TsrJ }er tk*Nre G.roS. rna 4o K?.e? e 6oi-i-er } r,5
MEl?neiQ2r??4 l?_o.ne? o ?E er f??Q ?eJOSkt? CowS?c?a?•o + 4r`Eo. 'T"\-%C
eleyo???on e?\?2 t'ac??Q r< 71D,
e.s _ lo-? 0.S ?oSS?I?2 40 1e?J
reuv?reel A [e o" ?ro2 is rea?,recA ?a 1,A.,?lle,. the
?¢,_ en,bec?c?ec.? 1 -fit. •?o aro.%tJ-e o_ ?.i???t:?r c.?PP? oc
Page 7 of 7
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrD/mdex.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 (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No a
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 ?
K Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ??'' No ? If you answered "yes", provide the following information:
Page 9 of 9
Vim Mitigation
r
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/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and. a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed. +
DuJ? - Less. ?l?r.? t5? « o? '?rte,.v.-. w. t\ ?e ?s?'urbe??
fl-,er.Jucc__cNv r...Ar,tlIs k- . lS ?roJaSeCA
l)S?iC.? - T1-"2 D"0P 0S-.l S 1Vert 117-- 121A% l'?<rtAS etR 64

12.tr )
2oa(a (,Z-."')'
to Acco.,',n-ta
42 +-ft.1?eclleR"I Q-
CV ?uer?
[S t1 e 6 o i ?n P- k o .,j h -s 4- r h T~l., , s w: I k
a\l0VJ i"he ' t-tc...? C0 .n 0C Lkroo
L,
3"?, e D?,a i4rud?.c?..n - a? w?lc?.TP Go?tr?aQo(' l

Page 8 of 8

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. Required
Zone* hnpact
(square feet Multiplier
Mitigation
1 3
2 1.5
Total
.Lone 1 extends out 3U 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.
M. Stormwater (DWQ Only)
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.
E?c.S?.tia ,i.nQery?°•,5 O gtreg ?O%? - ?re4oSly? i..? Tr?/sc.?S Co. Col r;creS l2.%? ?ticl.?
ro?a?S hoN,tS ? r.?e.e?a.
- rT'?-o5 ,? e'?c.
T Ledt? ?reo.?.ttrS ore nro°.,ye?.Q on oi?

G?Anne?S
?l?a? dl?s?l,Arbs- +
n ' y,e ?v ht@?S
?r°?.at t?
S?etA- f (O-J Q S?or?v?v?q?e
r

perM? c
15 roctu" re CA o tio?
j.Lk b2 ob??.;tie?,l
fro-, L
l
ZloVr5F Io.. Covn frear ?o
?? Cow r..e so
sC ` 1
XII. Sewage Disposal (DWQ Only)
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.
=,a;";,I "g. t sr??« 1.!5'. ?t^-,s
NM. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? . No 13'
Page 10 of 10
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).
6
Applican Agent'Aibatu;e Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
-> 151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell. Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] ef' 116 Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 11

US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: (9I9) 7334763
Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington

NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersviile, NC 27284-9180 Avery Stokes
Telephone: [phone] -Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
t
Page 12 of 12
SOUTHWIND
SURVEYING AND ENGINEERING
201 Glen Road] ®r a?
Garner, North Carolina 27529 1018 1
Phone: [phone]
Fax: [phone]
TO fIG-DL,5 - We 4,., ej S
7_3Z Crcilkre e -RIV
S e. 2-5-o
A?c:9V-1 N ?-- Z -7 (oo y ,
ZZCoO
LETTEEQ o[F "TRUSEDUML
DATE _
'I -Z-0 Z 720-07--
ATTENTION
r. or-n
RE:
e, n r e S ? . o ?+
G on To

WE ARE SENDING YOU Y"Attached ? Under separate cover via the following items:
? Shop drawings ? Prints 2,'Plans ? Samples ? Specifications
? Copy of letter ? Change order ? -Pe-,y
COPIES DATE NO. DESCRIPTION

Sv ?. a ?? ?.c.Ti o •+
-PIAIN S
l4 ATt fl,o EE Zcx? . o o G cc Z o Z.

v
THESE ARE TRANSMITTED as checked below:
T "'For approval ? Approved as submitted
? For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
? FOR BIDS DUE
? Resubmit c or app. Val
? Submit copies for rstbution
? Return corrected prints
19 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS 1 (t
C61+rACANe j21An5 o..fG S06 Ii+!j -ter Lj, t•eJ, c,,_i
e
0.!% ?S 1on 5 e r cea?t?re A I-L?o??
!?,br?T G lyJ45?e?a.?/ ?c
COPY TO
a
SIGNED:
If enclosures are not as noted, kindly notify us at once.

i?

_._ 11
i
i
\ ~ s ~p g~0 , ~
orc ~ ~ a
\ -s ~ .s
Sj ~ I ,
~ ~ ~ V
i
~ \
i \ SIT
1-6"x6" TEE ~ 1-6"xa" REDUCER ~ ~ ~ \
1-6" PLUG 4 DJ WATERLINE
` 1
vauey or,,-.
~ ~~G' U f8 q ~ ~ ~ \~1.1 t ' ~ 'YO
~ \ ,Y ~ f7 i \ ~ \ o ~ R !0
~ ~ m fq~\ , FITTINGS AS ~ q~ ' ~ ~ S~~~N; R UIRED ~ ~~c ~ - ~ EQ ~F i s~ i e~' ~e
m / ~ f 9 i GSM
o ' ~ \ Z ~ N+(nstonRd. S.R,1550
b ' f8 ~D
~ \
r 7-4 V W/BOX 2p ~ f ~ ;o I ~ o,~ ~
~ O \ 3 4" WATER / ~
SERVICE TYP. ~ ~
r ~ ~ ~ 0' UTIL1IY ~ ~ ~ f4 ~ ~ VICINITY MAP
1 ~ 2 ~ EASEMENT ~ ' 2f t NOT TO SCALE
~ 4" WATERIIN ~ ~ ~ OFF EOP f3 ~ ~
~ ~ / 1 ~
~ ~ 33 r ~ \ ~ v
32 r 6" C.I. ~ r r ~ ~ ~-.-r--~-~1-6"x TEE f2 WAIERUNE ~ 22 ~ 1-6" H ASSEMBLY
~ ~ ~ ` 34 ~ ~ 1-6 x4' REDUCER
o , ~ 31 rr r ~ - /4" WATER SE ICE f1 nlo1ES;
~Fy e" WATERLINE 23 . ~ ~ ~ _
' ~ F ~ 30 ~ 0~ f 3 Of EOP ~ ~ FITTINGS AS ~ r \ T ~ 10 ~ 1 ALL UTILITY CONSTRUCTION SHALL BE iN ACCORDANCE WI1H JONNSTON COUN'1Y PUBLIC
REQUIRED ~ r r ~ 24 UTILITIES STANDARDS AND (;AROLINA wATER SERVICE CONSTRUCTION SPECIFICA~r10NS & DETAI~~~S WHE~'T A CONFLICT EXISTS BETWEEN THE 1W0 REOUIRF,MENTS, THE MORE
r -1-6"x6" SEE 35 " ~ , STRWGEN7 SHAL'_ AI'P'I Y. WHEN THE TWO REQUIREMENTS SUPPLEMENT EACH OTi-IER,
1-6 F ASSEMBLY ~ ~ 6 WATERLiN 2-3/a' WATER SERVICE 2 ? OFF EOP 6" WATERLW~ V BOTH SHALL BE RF_~UUIRED (EX BOTH LOCATOR BALLS & COPPER WIRE SHALL
3' OFF EOP ~ 1 ~ F~ROb'iDED ALONG THE PIPE ROUEE.)
29 3/4" WATER \ SERVICE (TYP. . ~ ~ ~ 2 THE CONTRACTOR SNALL Vi RiFY THE TYPE, SI?E, DEPTH,
3/4" WATER V ~ MATERIAL, AND I.OCAT!OfJ OF ALL UTILTIES PRI(JR TO BEGINNING
36 SERVICE (TYP.) 2 6 V ~ ~ ~ CONSTRUCTION. 8
~ T EX. 6" WATERLINE 3 THE CONTRACTOR SHALL. MINIMIZE THE PLACEMENT OF EXCAVATED 1-6"x6 EE
39 ~ / " v W 8 x 1 ~ SUBDIVISION SIGN / MATE~~~~aL ON Tr~E. ROADWAY, ~~F EXCAVATED MATERIAL IS PLACED 2-6 G / 0 ON TILE ROADN`AY, THE CONTRACTOR SHALL COVER THE ROAD WI1H
38 ` ~ ~ ~ ~ 1-B"X6' REDUCE ~ ~ ~NNEC7 TO EX SAND OR SCREENINGS. x ~ . ~ T W
~ 6' WATERLINE ` ~ ~ 3' OFF EOP ~ WA ER MAIN /
CENTER ONE JD T OF DIP ~ WATERLINE UN R STORMDRAIN 40 ~ V!J T R„ ~ 6"x6" TAPPING SLEEVE 4 THE CONTRACTOR SHALL COMPLY Wi1N THE APPROVED NCDOT ENCROACHMENT A(;REEMENT EX, CAROLINA. WA ER 5E vICE W T R M T R VAUL` o ~ r ~ & VALVE W/BOX. A,ND i1R~VEWAY PERMI'( TPiAFFIC CONTROL SNALL. BL IN ACCORDANCE WITH NCU01 MUTCD_ AE EE
i r i r r r ~ ~ & 6"xB" REDUCER
~ ~ \ ~ / ~ 8" WATERLINE ~ ~ / 5 THE CONTRACTOR SHALL PROVIDE ONE (i) FIRE HYDRANT REPAIR ~ 3' OFF EOP \ ~ / 8"-90' BEND KIr
r ~ ~ NEW 8' WATERLINE - 84 ~ 5' OFF EOP ~ / C BACTERIOLOGICAE. SAMPLE kESULTS OLDER THAN "iHIRTv (3G) DAYS
tt` ~ 28 'A ~ Q('- f --6"x6" TEE TEE ~ / EX. 2" WATER LIN_ TO BE FROM THE DATE ;iF THE PROJECT ACCEPTANCE WILL NOT BE
~ ~ ~ ~ r r¢ , 1-6" FH ASSEMBL I ASSEMBL ~ ABANpONED (AFTER EX. SERVICES ~ ACCEaTABLE AND E3ACTERIOLOG'~CAL TESTING MUST BE REPEATED.
~ ~L ~ ~ ~V~ 2-3/a" WATE RVICE 4f ~ t~ 1 ; ~ WATE RVICE ~ ~ ARE CONNECTED 70 NEW MAIN) IN`,~?AU_ ONE (1) JOiN7 OF DUCiiLE IRON PIPE (DIP) UNDER ALL
o ~ , i , Z a ~ ~ sTOR~~ oRAIN c~ROSSINCS.
_ ~ ~ / 6~ / 8. FIRE FIYDRAN7 ASSEMBLY INCLUD[S FIRE HYDRANT, 6" GATE VALVE ANC BOX,
~ , 65 42 ~ 'r 0 5 ~ _ h" ! p RFcTRAIN!NG Rf)nc T~{RI)ST RLOCR~.NG p.ND °rnn1L. THE MAIr`~ L!',~E p D ,
- 6 ~G TF= NOT I~iCi_UDED SEi: DETAIL UN DETAIL SHEET. ~A~ ~ ,
~ 0 ~ ~ ~t ~ ~ 9 F'~RE ,:YDRANT BONNETS AND caps SHALL BE PAINTED wlrH HIGL~Lr REFLECTIVE
~ ~ PAIN? AS SPECIFIED BY JC'HNSTON COUMY PUBLIC UTILITIES, THE HYDRANT
B8 BARRE!_ SNALL B[ PAINTED kED, 3f4" WATER
~ 3/n" SERI I TYP. ~ ~ TIE Ex. WATER SERVICES TO 10 WATER SERVICE PiPE SHALL BE POLYETNYE.ENE TUBING RATED FOR 200 PSI. SERVCE ( ) g" WATERLINE / PROPOSED 8" WATER LINE p t" a - I AY E
i-6"x~" TEE 3' OFF EOP WHE~.E WATER SERVICES ARE PAIRED , A SINUI_E SERVCE L NE M B . ~ ~ I F~R(7VIDED WiTH A BRONZE WYE, WHERE SERVICE LINES CROSS UNDER PAVEMF_NT
CENTER 2?_0 LF OF DIP 2-6" G W/BOXES 6" WATERLINE- WATERUNE OVER STORMDRAIN ~ ~ ° J AND ARE INSTAI_LEU DY UPEN CUT, A 2° SCHEDULE 9U PVC SLEEVE SHALL HE
r3' OFF EOP t ~ ~ t'ROVIDEp THE LENGTFI OF THE ROAD.
',.:.J / , ® ~ 8° WATERLINE ~ 11 THE WATER MAINS AT tNF FND OF KENDALL DRIVE AND KELLER DRIVE ARE TO BE
~ ~ r ~ 6"x6" T E 68 r 4 r i -6" FH A SEMBLY 1-8"x8" CRO 5 4" WATERLINE-I ~ 1-8'x6" RE CERQ 5' OFF EOP ~ ~ CONNECTED TO THE WATER MAINS iN THE: ADJACENT SUBDIVISION. IF THE WATEP, LINES
3' OFF EOP 1-8"X4" RE UCER i ~ / ~ IN TITE ADJACENT SUBD1v1Si0N HAVE NOT- BEEN INSTALLED WHIN LEE FOREST WATER , ~ ~ ,
- 1-B" GV BOX ~ ~ LINE, ARF INS~ALLFD, THE (,~NIRACTUR SHALL iN~TALL A T,,MPORARY BLON-DEF AS 1-6" GV /BOX 8" WATERUNE~ / SHOWN, IF THE ADJACENT SUBDIVISION WATER LINES NAVE HEEN INSTALLED IJP TO THE
r r r 1 r t-4" GV /BOX 3' OFF EOP~ PROPERTY LINE, TFIE COMRACTOR SNALL INSTAL! A VALVE AND CONNEC~1 TO THE
l FITTINGS AS ~ nDJnCENT 'MATER MAIN _ ~r
44 ' REQUIRED 1 ~ ~ ai'~'b
~ 1 $ ' r ~ 89 C I ~ ~
I / r i 71 ~ ~ - ,NSTALL ONE JOINi OF DIP
® 8 r Q ~ J~ WATERLINE UNDER STORMDRAIN ~ I 1 6'x6° EE
4S r 6° WATERLINE ( ~ r ~ _ ~ 1 6" FH ASSEMBLY
r r 3 OFF EOP i ~ t-6"x4" REDUCER / "-9U' BEND
r ~ r r 7Q 1 AERMAr, r 7 1 PERMANENT B.O.A ~ r B ~ i ~ h
~ ` i ~ ~ ~ 1 ~ I h ~2 eo
g 46 . 3/a" WATER ~ , ~
~ r SERVICE (TYP.) ~ I ~ ~ / , f,~~, I a ~
~ \ ~ ~ 8f d ;r~,
i l ~ ~
47 ~ I 4" WATERLINE j ~ ~ ~ 7 3' OFF EOP ~ ~
5 \x ~ ' / 0 4g 48 / ~ 1-TEMPOR RY E.O.A. 3.0 17 I 19
SEE NOTE 11. 4" WA7 R ~ r 6 3/ E 4~ / j I 1~~FT._ 1 $ T.
' T r SERVICE (TYP.) ' ~ 6' WA,ERUN~ \ J
` 3' OFF EOP ~ ]-PERK i ~ / 1-PERMANENT B.O.A. 3.0 1 1/2" I-2 B" A8C
v ~ 7 ~ r 1
° / S9 R
5f - - ~ - CENTER ONt OINT OF DIP ~ ~8 J ~
WATERLINE UN R STORMDRAIN - - 1 J TYPICAL WATERLINE LOCATION ~ ~ ~ / , I i~ N
I - - - 58 ~IVSIDE SUBDIVI510
FITTIN S AS - T G 1 6x6 EE / i J J
REQUIRED '-F" FH ASS I~BLY FITTINGS AS J
SS 57 ~ I 52 0 J R UIRED EQ J J
Q 56
S3 J J
~6 I
~ I
4 J
I
i I I
~ ~ ~ ~ J JI
i i I ~ ,I ~
N ,r"'°'
~,?~a~H CI~RQ(~~''ti oes~a~o MOH SCALE SHEET N0,
nnTF~ ~F(`FI~RFR 7~0~
r'` E~S1~ 9
de DRAWN M JH LEE FOREST WATERLINE HORIZONTAL: SW PROJ, 02-0060 1 "=100 10
SOUTHWIND Ll ` SEAIL E
I L2 533 r RLM SURVEYING AND 1 N ROAD 14 i CHECKED 20 GLEN . 4~ ENGINEERING SUBDIVISION PLAN DWG FILE # OESIGN.DWG VERTICAL:
s Fib E.. ~ INC. F ,,G~ t~~~,. RLM 919-773_0183
3 REVISED PER JO.CO. U1ILITY DEPT. COMMENTS DATED 07 21 03 07 23 03 GARNER, N.C. 27529 2 REVISED PER JO.CO. UTILITY DEPT. COMMENTS DATED O6 tfi 03 06/30/03 , A7 5~ - y_ 03 DATE PROD. ENG. 919-773-0148 (FAX) OF: 13
REV.NO. DESCRIPTIONS DATE a•ti~ 1° ~ ~o
REVISIONS •""o.010 S YI /ENGINEERING A DEVELOPMENT

o' o' _ - G G y ,
o'~e~o° \
\ _ r° \ ~
1 ~ ~ a
~s
. ~s
s,
~ _
\ ` ` ~
-ter
\ SIT ~
1-6"x6" TEE / ~
1-6"x4" REDUCER i
1-6" PLUG D.! WATERLWEV ~ _ / ~ , ~ / ~ ~
~ G~( Ile Dr. I ~
~~ry U 0 q I - ~ ~
~ r ~ ~ Al~~ty ! 1~ ~i \ ~4 .r-- ~ U Y• r ,o ~ 1 R
m e~~., FITTINGS As 9ti e~J
' ~ ENT REQUIRED ~~F ~ r D 19 ~ FSM
~Q ~ ~ ~ Winston Rd. S.R.t 550 .
yz r ~ ~ I \ 1g _~1 _
r m ~ ~ ~ ~ ~
r r 1-a" ^V W/BOX 2p ~ 00 \ F 0,~
( ~ 15 \
3/4" WATER ~ 1 SERVICE (TYP. \
1 i ~ ~ ~ VICINITY MAP ~
~ ~ 20' UTILITY ~ ~ ~ ~ ~ ~ ~ 14 ~ EASEMENT ~ ~ 21 \ NOT TO 5GALE
~ b" WATERI_IN
~ ~ ~ 3' OFF EOP 13 ~
~ ~ 33 r r ~ ~ a
6" D.1. 32 r \ ` ..--.,--~-1-6'~x TEE f2
WATERLINE ~ 22 ~ 1-6" N ASSEMBLY
34 ~ , 1 6'x4' REDUCER ~ ~ \ ~ - ~ t ~ 31 r ~ / - /4" WATER SE ICE f 1 - to N~'F~
r \F
6" WATERLINE 23 `,~'p 3' OFF EOP 30 tO ~ 1 ~ ~7 iTY N TR TICN SHALL BE IN ACCORDANCE Will-i JONNS~ON COUNTY RU6UC ALA U lL .,0 S UC
FITTINGS AS ~ \ ~T , F q ~ ~ R_Ol, RED r r ~ 24 , U1IEITIES STANDARDS AND CAAROLNA WADER SERVICC CONSTRUCTION SPECIFICATIONS &
r t-6"x6" .EE ~ DETAILS. WHEN A CO,N~~LIOT EXISTS BErwEEN THE TWO REQUIREMENTS, THE MODE ~ STRINGENT SHALi..APPLY. WHEN THE TWO REQUIREMENTS SUPPLEMENT EACH OTI~ER,
35 1-6" F ASSEMBLY ~ , ~ ° WA7 RLINP V BOTH SHALL BE REQUIRED (EX BOTH LOCATOR DALLS & COPPER WIRE SHALL 6 E
~ ?.-3/4' WATER SERVICE , 6 v1ATEF 2 OFF Ei OFf EO? ~ ~ PROVIDED ALONG THE PIPE ROUTE.;
29 /4" WATER ~ 2 THE CONTRACTOR ;HALL VER;FY THE TYRE, SIZE, DEPTH,
\ SERVICE (T'tP. . ~ MATERIAL, AND LOCA?ION Of~ All UTILITIES PRIUR 10 BEGINMNG
36 SERVICE (TYP.) ; 26 CONSTRUCTION.
\ 8 1 x d ~ " ~ ~ T EX. 6 WATERLINEI 3 THE. CONTRACTOR SHALL MINIMIZE 7HE PLACEMENT OF uXCAVA7ED
31 39 ~ ~ ~ 1-6"x6 EE ~ MATERIAL ON TNF ROI~~UWAY, !F ExCA`dATED MATERIAL IS PLACED 2-6" GV W/BOx 1 ~ SUBDIVISION SIGN /
38 ~ t ON THE ROADWAY, THE CON1fZACTOR SHALL COVER 7HE ROAD WITH ~ 1-8°X6" REDUCE ~ ~ ) 6NNECT TO EX. SAND CR SCREENINGS.
~ ~ s" wATERUNE \ x ' ~ "WATER MAIN W /
1' F IP 3' OFF EOP ~ CENTER ONE JO 0 D ~ ~6°x6" TAPPING SLEf_VE ~ THE CONTRACTOR SNALI_ COP~PL" WITH TNF APPROVED NCDOT ENCROACHMENT AGREEMENT ~ EX. CAROLINA WATER SERVICE ~ & VALVE W~BOX~ AAtC DRIVEWAY PERMIT. TRAFFIC CON'iROL SHALL BE IN ACCORDANCE WITH Nf p!J ~ MUTCIl
WATERLINE UN R STORMDRAIN 40 ~ ~ \J o ~ WATER METER VAU~_T ~ ~ & 6"x8" REDUCER
, ~ ~ ~ WATERLINE ~ ~ / / 5. TNL CONTRACTOR 5HA1_L PRQVIDE ONE FIRE HYDRANT REPAIR
~ ~ ~ ~ F / - S"-90' BEND KI 3' OF EOF' ~ ~ NEW 8° WATERLINE /
~ ~ , , 64 t~ ~ 28 / 64 ~ 5' OFF EOP / 6 RACIERIOLOGICAi_ SAMPLE RESULTS OLDER THAN THIRTY (30) DAYS
~ ~ ~ ~ ~Q- t ~-6"x6" TEE ~ x ~I, ~ ~ ~ , 1-6" FH ASSEMSL 'x6" TEE © / EX. 2" WATER LINE TO BE FR~~M THE DATE OF THE PROJECT ACCEPTANCE WILL NOT BE ' FH ASSEMSL ~ ~ ABANDONED (AFTER EX. SERVICES gCCEPTABLE AND BACTEP,IOLOG~CAL TESTING MUST BE REPEATED.
~ ~ ~ / 2-3/4" WATE R~ /4" WATE RVICE ~ ~ ARE CONNECTED TO NSW MAIN)
47 ~ ' ` ,~.F)' ~ ~~T iN~~TALL ONE !1` ~iQ1N1 pF DiiCTILE IRON PIPE (DIP) 'vNDtR A.LL 2 a~ ~ ~ S1JR~,~ DRAIN CROSSINGS.
~ ~ ~
/ ~ 65 65 , ~ / 8 FIRE HYDRANT ASSEMBLY INCLUDES FIRE HYDRANI, 6~ GATE VALVE AND BOX, 1 ~ LP. RESTRAINING RODS: THRUST BI_nrklNO, AND STONE. THE MAIN LINE
42 ~ ~ ` $ Q - 6 6 ~ G ~E~ IS NOT INCLUDED. SLE DETAIL ON DETAIi_ SHEET.
1 ~ , - ~ ~ ~ ~~R= i~YDRANT BONNETS AND CAPS SHALL 8E PAINiED WI?fa uIGH1_Y REFLECTIVE
~ \ ' ~ -.DINT AS SPECIFIF[) BY JOPNSTON COUNTY PUBLIC U IILITIE_5 THE HYDRANT
~ - 66 ~ na^~RE'~_ SHALL BE PAINTED RED,
3/h" WATER 4 - o ~ ~ RVI TYP. ~ 71E EX. WATER SERVICES T0, ~1(J WATER SERVICE PIPE SHALL BE POLYETHYLENE TUBING RATED FOR 200 PSI. 5E CE ( ) g" WATERLINE ~ PROPOSED 8' WATER LINE, ~ ~ "~Ai ~ I 1" RVI INE MAY BE
1- 6"xl~" TEE 3' OFF EOP WHERE WATER SEEtVIC_S ARE F .RED , A S NG~E SE CE L
CENTER 2?0 LF OF DIP 2-6" G W/BOXES 6" WATERLINE- ~ ~ ~ PROVIDED WITH A BRONZE WYE. WHERE SERVICE LINES CROSS l1NDER PAVEMENT ~ ° a ~ AND ARE INSTAL! ED 8Y BEN CUT, A t° SCHEDULE ?0 PVC SI_EE:1~E SNALI. BE
WATERLINE OVER STORMDRAIN r3' OFF EOP ~ ~ ~ PROVIDED THE LENGTH OF THE ROAD.
j r ,~-t-6„x6 T E 68 0 ~,1 1 _ _ 8" WATERLINE ~ TrIF, WATER MANS AT 'THE END OF KENDAtt DRIVE AND KELLER DRIVE ARE TO E7E ~ ~ 1 8"x8" CRO S ~ F P ~ r~ r, T ~ ~ .1 i T s" Ar' T I IVISION 1F THE WATER LINES 4" WATERLINE, ~ r 2 5 0 F EO / ~.~,N~IECTED TO ME WATER bA,NS W H~, ADJ ~EN St.BD
t 43 r -6 FH A SEMBL'~ - 1- 8"x6~ R, CERQ 3' OFF EOP i 1-8"X4" RE UCER ? ~ / ~ iN T'~dE ADJACENT SUBDrdIS10N HAVE NOT BEEN INSTAl1ED WHEN LEE FORLS7 WATER
F A ~ 1-~" GV W/BOX ~ ~ LINES ARE INSTALLED, 7HE CONTRACTOR SHALL INSTALL A TEMPORARY BLOW-OF 5 _ T SHOWN. IF THE ADJACENT SUBDIVISION WATER LINES HAVE BEEN INSTALLED I)P T,~ TL~IE
r ~ r 1 6 GV /BOX 8 WA ERLINE t-b" V BOX FF ~OP~ PROPERTY LINE, THE CON1RACTOR SNALI_ INSTALL A VALVE AND CONNECT TO THE G / 3 0 E
/ FITTINGS AS A('.JACENT WATER MAIN. _ _ ` ~ 'w ~
44 ` REQUIRED
r f ~ r r i 69 ~ ~'xc~ r C
t ~ ~ N INT F IP ~ INSTALL O E JO O D
® $ - ~ WATERLINE UNDER STORMDRA.IN
i i I I 1 6x6 ~ EE i ~ ~ ~ 1-6" FH ASSEMBLY
45 r 6;' WATERLINE { ~ ~ r 3 OFF EOP ~ i ~ 1-6"xd" REDUCER "-gO' BEND
~ ~ 7p t PER' 7 1 PERMANENT B O.A. I ~ 8 ..o
~ r h eo
~ ~ ~ r i ~ 8i ! ~ ~r ~ ~ ~ I
~ 46 r 3/4" WATER r ~ / ~ „y
~ r SERVICE (TYP.) ~ ~ ~ ~ ~ ~ i / / Q ~ / b ~
\ B1 i 1 ~
4? ~ ~ ; ~ ~ ~4" WATERLINE J 1
Sp 4g 48 ` ~ ~ ~ 7 ) 3' OFE EOP ~ i d ~ 3.0~ ~ 7 i
-i-TEMPOR Y B.O.A. ~ I 1g ~ ~ 1 I
SEE NOTE tt, 3/4" WATER ~ 60 SERVICE (TYP.) ~ ~ ~ 4" fT. 1 4" T, I
6' wA~ERLINE~ 3' OFF EOP ~ 1-F ~ 1-PERMANENT B.O.A, ! I ~ i 3,0 11/2 I-2 8 ABC
r~ w ~ Y i (
/ 59
R 51 _ ~ ~ CENTER ONE DINT OF DIP ~ ~8 I ( 1
_ WATERLINE UN R STORMDRAIN ~ I ( TYPICAL WAIER~IN~, LOCATION I
58 ~ ~ I II IVI i N IN I~~SUBD S
FITTIN s AS _ " T o G 1 6x6 EE it
REQUIRED 1-6" FH ASS MBLY , ' ~ i (
55 57 ~ I FITTINGS AS ~;_J ~ ( REQUIRED
52 54 56 I
53 J ~
~6
I
a I
4 ~ r
~ ~ I , I I
I i I I I l ~
I ~ I i i r
SCALE SHEET N0,
.~'_~NCAROI,y ~A.iu nrnr~~nrn nnnn
UAIt: UtI.GMDGR wv` HORIZONTAL:
DRAYM MJN UTHWIND SIA LEE FOREST WATERLINE SW PROJ, 02-0060 1"=100 10
RLM AND 14533 CHECKED SURVEYING 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529 ~i SUBDIVISION PLAN DWG FILE # DE5]GN.DWG VERTICAL:
3 REVISED PER JO.CO. UTILITY DEPT. COMMENTS DATED 07 /21/03 IN- RV~*4 LM 919-773-0183 00 OF: 13
DATE PROs. ENG. 919-773-0148 (FAX) 2 REVISED PER JO.CO. UTILITY DEPT. COMMENTS DATED 06/16 0~Y- 03 REV,NO, DESCRIP71ON5 rhMrrp11 r+r+++~
REVISIONS S URVEYING A DEVELOPMENT

~o. a. ~
G .c . ~
~c
\ _ _ ~o~ ~
~ ~
~s
\ ,~s S~

~1y _ `
~ \ ' ,
SIT ~
~.r--~ / I,
~ i
i C
- T_E ~ ~ 1 6"x6" f , ~
~-6"xa" REDUCER ~ ~ - P UC 4" D.I. WATERLWE j Vallex Drr-i~
i ~ i i i
i ~ily \ . 18 ~ 0~~ R ~
~ \ , gyp' ~ a r ~~rY 1 17 i~ ~ ~ O \
~ ~ qi ~ m EA ~ ~ ~ FITTINGS AS / HqG' ~ ~ ce
i ~ ~N, REQUIRED ~F
m 19 ~ GSM a ~ \r ~ ~ ~ ' ~ ~ ' Winston Rd, S,R.1550..
~ o ~ ~ r z ~ ~ 16
~y n ~ O
~ ~ ~ , m ~ A ~-a° ^v W/eox 2p ` 15 ~ ~ f 0,~
(
3/a" WATER ~ ~ VICINITY MAP
5ERVICE (TYP. ~ ~ ~ NOT TO 5CALE
1 o ~ ~ , ~ 14 ~ ~ 20' UTILITY ~
~ 21 ASEM~NT ~ 4" W.4TCR1_IN E r ~
~ ~ 3' OFF EOP 13 ~ ~
~ ~ r i r ~ R~
~ ~ 33 r r ~ 12 .,~----•1-6"x TEE O
6° D.I. 32 r WAIERUNE ~ 2? 1-6" H ASSEMBLY
\ 1-6'x4" REDUCER 34 ~ ~ Q ~ r ~ / - /4" WATER SE ICE 11 11 ~ ninTES_-
31 ti O r ~Fy , r 23 , C 1
6" WATERLINE ` ~ C S 1. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH JONNSTON COIiNTY PUBLIC tp UTILITIES STANDARDS AND CAROLINA WATER SERVICE CQNSTRUCTION SPECIFICA I NS
3' OFF EOP 3p \ RT 0 FITTINGS AS \ r 24 ~ DETAILS. WHEN A CONFLICT EXISTS BETWEEN THE 7WQ REQUIREMENTS, THE MORE
REQUIRED r r V STRINGENT SNAIL APPLE" WHEN THE 7W0 REQUIREMENTS SUPPLEMENT EACH OTHER,
- r -1-6"x6" ;EE 35 ~ 1-6" F ASSEMBLY ~ ~ 6" WATER ~ ?.-3 4' WATER SERVICE p 3' OFF EOF BOTH SHALL 8E REOUiRED (EX_ 80TH LOCATOR DALES & COPPER WIRE SHALL 6" WATERUN ~ ~
/ 9 PROVIDED ALDNG THE PIPE ROUTE, z' FF EOP Q „ 0
3/4" WATER ~ 2. THE CONTRACTOR SHALL VER;FY THE TYPE, SIZE, DEPTH, ~ MATERIAL, ANO i_OGAT!ON Of ALL UTILITIES PRIOR TO BEGINNING
Y9 \ SERVICE (TYP. ~ ` CONSTRliCT10N.
/4" WATER - ~
36 SERVICE (TYP.) i 26 / \ ~ ® 3 THE CONTRACTCR SHALL MINIMI7_E Tt~IE PLACEMENT OF EXCAVATED ~ T EX. 6" WATERLINE MATERIAL ON THE ROADWAY, IF EXCAVATED MATERIAL IS PLACED
1 37 ~ ` ~ 1-6°x6 EE " V W BOX ~ , SUBDIVISION SIGN ~ ON .HE ROADWAY, THE CONTRACTOR SHALL COVER THE ROAD WITH 2-6 G / )
39 ~ \ o 1-8°X6" REDUCE: ~ . , 6NNECT TO EX SnND OR SCREENINGS.
3 ~ ® ~ 6" WATERLINE ~ ~ ' i ~t1 "WATER MAIN W/ T A ,RFEMENT 6"x6" TAPPING SLEEVE 4. THE CONTRACTOR SHALT COMPLY WITH THE APPROVED NCDOT ENCROACHMFN IT
CENTER ONE J0 T Of DIP 3' OFF EOP EX. CAROLINA WATER SERVICE / VA V W 80X AND DRIVEWAY PERMI! TRAFriC CONTROL SHALL BE IN ACCORDANCE WITH NCDO~ MJ CL. \J WATER METER VAULT
~ ~ WATERLINE UN R STORMDRAIN 40 ~ f ~ i ~ & 6"x8" REDUCER ~ ~ 5. THE CONTRACTOR SHALL PRn`dIDE ONE (1) FIRE HYDRANT REPAIR
, i x II ~ \ ~ S" WA I[ RLiNE ~ ~ / ~ r R ~ / 8"-90' BEND KIT,
~ ~ 3' OFi .O ~ NEW 8' WATERLINE / / 6 BASTERI01.OGICAI. SAM°{_E RESULTS OLDER THAN THIRTY (3D) DAYS
~ I ~ ~ s4 I ~ 28 I "x ° TEE 64 5' OFF ~uP ~ EX. 2" WATER LINE TO BE ~ FROM THE DATE QF THE PROJECT ACCEPTANCE WILL NOT BE
Q- 6 6 ~ x i ~ " FH ASSEMBL Q ` , 1-6 T E ~ ~ ABANDONED (AFTER EX, SERVICES 6 E ~ ACCEPTABLE AND BACTERIOLOGICAL TESTING MUST DE REPEATED, FH ASSEMDL ~ ARE CONNECTED TO NEW MAIN)
A ~ NV / 2-3/4" WATE RVI T RVICE ~ ~ ~c!a N 1~ DINT OF Dl1CiILE IRON PIPE (DIP) UNDER Al_L 4 WA E ~ ~ IN....LL 0. E JJ
~ ~ ~ STORM DRAIN CROSSINGS, 2 $
~ ~ ~ ~ r Y iN'' ES FIRE HYDRANT, 6" GATE VALVE AND 80X, / 8 IRE HYDRANT ASSEMBL „LUD
~ 6 5 ~ , ~ 65 5 C„ D.LP., RESTRAINING RODS, THRUST BLOCKING, AND STONE. THE MAIN LINE i C" T T
42 ~ ~0 TEE IS NOT ING_UDED ,LE DE ~ AIL ON DETAIi_ SNEE G ~ ~ ~
s~.. . ~ I~ HYDRANT BONNETS AND CAPS SHALL 8E PAINTED W!TN HIGH!_Y REFLECTIVE
~ ~ ~ ~ ~aINT A5 SPECIFIED BY JOHNSTON COUNTY PUBLIC UT"ILITIES~ THE HYDRANT
~ - 66 ~ 6A~RREI SHALL 8E PAINTED RED. 0
3, \ Sl 10 WATER SERVICE PIPE SHALL BE POLYETHYLENE TUDING RATED FOR 200 PSI, 3/n" WATER Q ~ / TIE EX. WATER SERVICES TO SERVICE (TYP.) g" WATERLINE ~ PROPOSED 8" WATER LINE WHERE WATER SERVICES ARE "PAIRED", A SINGLE ~ 5ERVICE LINE MAY BE
1-6"x~" TEE 3' OFF EOP ~ PROVIDED WITH A DRON7E WYE. WHERE SERVICE ONES CROSS UNDER PAVEMENT
NT R 220 lF OF DIP 2-6" G W/BOXES CE E WATERLINE- - ~ r S' ~V SHALL BE ~ $ AND ARE INSTALLED 8Y (BEN CUT, A l_ ~CHi_~t)LE n0 PVC _~E~ E ~ ~
WATERLINE OVER STORMDRAIN r3' OFF EOP ~ PF~CVIDED THE LENGTH OF THE ROAD. ~ ~ ~ ,
~ ~ 11. THE WATER MAINS AT THE E:ND OF KENDALL DRIVE AND KELLER DRIVE ARE TO HE 1 8" WATERLINE ~ ;F r. T ~ A7 P, MAINS IN THE ADJACENT SUBDIV{S{ON. IF THE WATER ONES
~ , 1-6"x6" T E Q8 i 8 xB CRO S ~ T", 10 .HEW E l . NNEC e.D ~ 2 n" WATERL,NE~ ~ 1 8"x6" RE CERC~ 5' OFF EQP / ~ IN TI IE ADJACFN T SUBDIVISION HAVE NOT BEEN INSTALLED WHEN LEE FOREST WAT~
~ r r -6" FH A SEh4BLY r 43 ' FF EOP I "Xa" RE UCER 1 ~ ~ ~ ~ r - i T ~D '(NE CONTRACTOR SHALL INSTALL A TEMPORARY BLOW-OFF AS 3 0 8 ~ LINE.. ARt NS ALLC T
1-8" CV W/BOX ~ I ~ SI-TOWN, IF THE ADJACENT SUDDIVISION WATER LINES HAVE BEEN INSTALLED I)P ~0 ~HE
r ~ - 1-6" GV /BOX 8" WATERLINE' f PROPERTY LINE, THE CONTRAC~IOR SHALL INSTALL A VALVE AND CUNNEC'i TO THE ~-a" GV BOX 3' OFF EOP~ ~ NT WATER MAIN / / r„ACE
~ ~ _ ~ . , ~
FITTINGS AS 44 '1 REQUIRED i "~~'«a
r r \ , r , 69 ~ I I ~ C
~ ~ I ~ ~ N TALL ONE JOINT OF DIP IS 71 ~ WATERLINE UNDER STORMDRAIN
8 ~ ~ _ H MDLY + ~s
r ~ ~-6"x6" .EE ~ ~ ~ ~ ~ 6 F ASSE
~ { ~ 45 r 6" WATERLINE o r 3' OFF EOP ~ ~ ~ ~-6"xn" REDUCER / g"-90' BEND s~ `
r i ~ 1 PERT i 7 1 PERMANENT B.Q.A. I j ~ h ~ ~ ~Q~
I I i 80 81 / ~ w~
~ ~ ~ x ~ o I o ~ ~ ~ ~ ~
4g r 3/4" WATER ~ ~ ~ ~
$ r SERVICE (TYP.) ~ ~ l Q ~ d ,
~ ~ ~ B1 ~ ~ ~
i i ~ I 4" WATERLINE ~ i
47 ~ ~ r ~ ~ ~ ~ ~ 3 OF EO f 3 0~,
50 4g 48 ~ 1 0 -1-TEMPOR , Y E.O.A. 1 ~ 7g
SEE NOTE I1, 3/4" WATER ~ 6p ~ 1 ' 1
6" WATERLINE SERVICE (TYP.) ~ ~ ~ 1 1--f ~ 1--PERMANENT B.O.A, I 3,0 1 1~2" I-2 8" A8C i
` - 3' OFf EOP ~ , ~ ~ . r ~ ~ I
~ , 59
~ - / ~e I'1 TYPICAL WATERLINE LOCATION
~ 5 ~ T F DIP Q CENTER ONE OIN 0 / WATERLINE UN R STORMDRAIN ~ I i,
~ ~ N I I VI I N I I I S I
' / I
FITTINGS AS 1-6"x6" TEE REQUIRED 1-6'~ FN ASS MELY ' II
57 ~ I T N- as ~ I I ~ FiTil CS I © REQUIRED I
5z 55 56 I 4 I
54 0 0 S3
I 16 o
I I
II "~i11 f,i
I I I i i I
I ~ ~ i I II
I I I I I I I i I I I ,I
I
SHEET NO. SCALE
DATE: DECEMBER 2002 HORIZONTAL:
N CARO('y, oes~cr~o MJH
ESSIQ °~'4
o~ ~q g DRAWN M JN S SOUTHWIND t- 17 r v m t V V L- , , L- , , L- SW PR0,1 # uz uuou v" ? V -D i SUBDIVISION PLAN DWG FILE # DESIGN,D VERTICAL;
SEAL X
CHECKED RLM SURVEYING AND 201 GLEN ROAD 14533 OF: 13
ENGINEERING, INC. GARNER, N.C. 27529 919-773-0183 y %
P R JO.CO. UTILITY DEPT. COMMENTS DATED 07 21 03 07 23 03 .••INE~. pRpa ENp 3 919-773-0148 (FAX) REVISED E T. COMMENTS DATED 06 tfi 03 06730/03, DATE
2 REVISED PER JO.CO. UTILITY DEPT. RLM DESCRIPTIONS DATE REV,NO. tu,
REVISIONS t iVIti URY[YING/E A DEVELOPMENT

i---- I
i I
_ e P
~ ~ ~ ~ ~
i EEGEND TYPE A
Ii S~ R i I SEEDING SCHEDULE FOR
I ~ I SEDIMENT TRAP STABILIZATION GRASS
26'R 36'R P 35'R 50' I e SD' CAPER RIGH OF VAY
g' 20' 6' 6' 6' i atrcH ® STABALIZED CONSTRUCTION ENTRANCE DATE TYPE PLANTING RATE
~ SHOULDER PAVE NT SHOULDE DITCH 10' x 70' I ~,R SIGHT TRIANGLE
J (TYP) 1/4'/F1, 1/4'/FT, I ® sTRAw w/NErnwc
P ~ I'PER FT, 'PER FT ~I ,~.C>~ MAR. 15 -MAY 15 PERRENNIAL SEED MIX 10 LBS/ACRE N.C. WILDLIFE RESOURCES
i S , 35a `~'R ~ b EnGE t>F wwEr£rrt oR STOP 1 1/2' I-2 B' ABC DIRECTION OF FLOW COMMISSION I
E%ISTlNG ROAD MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE TERRAIN NAx SL.~E
EDGE OF PAVEMENT TYPICAL STREET SECTION ~~TM I R ROI.LDVG LEVEL TEMPORARY ROCK SILT CHECK ~ i ROLLING 2d (MAR, 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE i
I lBLLY R/k HALT I-vzn 10 LBS/ACRE MAR, 1 -JUN. 30 OR ADD WEEPING LOVEGRASS
i, SUBDIVISION ENTRANCE DETAIL MAR. 1 -JUN. 30 OR ADD NULLED COMMON BERMUDAGRASS 25 LBS/ACRE I
j NEV RESIDENTIAL ROAD DR RESIDENTIAL JUN. 1 - $EP 1 TALL FESCUE AND 120 LBS/ACRE BROWNTOP MILLET 35 LBS/ACRE
I 15' 15' 20' COLLECTOR ROAD AND EXISTING STATE MAINTAINED OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE ~
'I ROAD i SEP. 1 - MAR. i SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE i AND TALL FESCUE 120 LBS/ACRE
sD' STOP CONDITION (NOV, 1 -MAR 1) AND ABRUZZI RYE 25 LBS/ACRE ~I
~ R W R/V i i
( i n
I ! VAR, 6'-0' 8'-0' T-D' TYPE B
I PAVEMENT SHOU.DER T TI N DEPARTMENT OF TRANSPOR A 0
I V[DiH WIDTH ~ ~ x FIBERGI i FIBERGLASS ROVING SEEDING SCHEDULE
!/~'/FT. .16 x FRIEROLASS RovR+c ('RDVINCS~ rs eouND 11TO A CYIRbRK;AI y'~
36' 6' S' 4' FN3EROLA PACKAGE 6 5' ~ !n' _ ~ .e.DD x PACKAGE SD iNAT IT CAN BE CONnNUOSLY NIniDRAWN FROM ~ PLAN TME ~N~ us~+c A ~D E.~cTaR. R0N"a SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1) i
-8.33 t THE CEN ye y PANGS IF I 1'/OFRT SOIL SUR PANDS MRO A MAT OF CLASS FlBERS AS IT CONTACTS THE ~ SOIL SURFACE, IT IS OFTEN USED OVER A STRAW MULCM, BUT
DPE S REQUIRE OPE A ~ 'PER FT 3<I rS~~' R FT dI y_e, SPREAD T rNTH AsP?+xT, MusT snu eE ACKED
T A RATE of D0~ ~ Rovwc DATE TYPE PLANTING RATE i SPREAD RowNO ureFORMIr orER TIE AREA A !
0.29 TO I AF1ER AI o,rs To a35 ro/ya2. ANCHOR WITH ASPNxT wwEDIATEIr ' AFTER APPLICAnON, AT A RATE OF 0.25 TO 0,35 pal/yd2
i rTERRAlN MA%. SLOPE rTERRAIN INX, SLOPE SECTION 'AA' L„~ ~ SECTION 'AA' LEVEL a1 As A CH AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/ACRE AS A CHANNEL UNING, AND AT 07HER gTES OF CONCENTRATED ~ s 300 LBS/ACRE
RauNG 2t SHOULDER SECTION FLOW. TN hOLLY 1-1/81 HILLY 1-1/2l ~ R1HER ANCHORED 10 PRE- NOV, 1 - MAR. 1 TALL FESCUE FLOW. THE RONNC MAT MUST BE FU vENr UNOERMRIRiG. FT MAY BE SECURED WITH STAKES PLACED do ABRUZZI RYE 25 LBS/ACRE
DRIVEVAY TURNOUT GRADES AT INTER AT INTERVALS NO GREATER THAN 10 FT. xa+G 7HE DRNNAOE MAR, 1 -APR. 15 TALL FESCUE 300 LBS/ACRE i NAY, AND RANDOMLY THItOUGHWT ITS NIDTH, BUT NOT MORE TO BE NSTxIED RI ACCORDANCE 1NTH
- E-SAC A CUL-DE-SAC TM~o OFFSET CUL D SYMMETRIC L CAN BE i THAN io FT, APART. AS AN OPnaN To sTAKR10, 1HE ROV,NC APR. 15 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE ~ CAN BE BURIED TO A DEPTH aF 5 INCHES AT THE UPGRADE END MANUFACTURER'S INSTRUCnONS JUL. 1 -AUG. 15 TALL FESCUE AND 12D LBS/ACRE
ND CURB & GUTTER NO CURB & GUTTER AND AT THE LENCrH OF THE CHANNEL 35 LBS ACRE AND AT INTERYALS OF 50 FT, ALONG BROWNTOP MILLET /
OR SORGHUM -SUDAN HYBRIDS 3D LBS/ACRE
I STREAM ZONE 2 ZONE t BED ZONE 1 ZONE 2 Y LINING DITCH DETAIL ' TEMORAR SLOPES (3:1 TO 2:1)
FORESTED FOR T FOR gT FORESTED NTS I
N p 8 ND La ~ N I OVtR MAR. 1 -JUN, 1 SERICEA LESPEDEZA (SCARIFED) 50 LBS/ACRE I
COVER 20' - 20'
~ OUTLET PIPE (MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE MAR. 1 -JUN. 30 OR ADD WEEPING LOVERGRASS 10 LBS/ACRE
MAR, 1 -JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBSJACRE
I JUN. 1 - SEP. 1 TALL FESCUE AND 120 LBS/ACRE T 35 LBS ACRE ~
D A Do W BROWNTOP MILLE / OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
_ _ - N ARIFIED 7D LBS ACRE SEP, 1 MAR. 1 SERICEA LESPEDEZA (UNHUlLEO U SC ) / ~
FILTER FABRIC AS REQUIRED AND TALL FESCUE 120 LBS/ACRE
SEE SIZE CHART ABOVE L NOV, 1 - MAR. 1 ADD ABRUZZI RYE 25 LBS/ACRE
TIN OUTLET PIPE i
P~AIV
i ~ / RUNOFF BY X57 WASHED STONE CONSULT CONSERVATION ENGINEER OR 501E CONSERVATION SERVICE FOR ADDI110NAL IN- FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE
OUTLET PROTECT SIZE ~ SHEET FLOW VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING
~ D CLASS* FABRIC RATE COMBINATIONS ARE POSSIBLE. '
Do A W La OP-1 72 18' 45 39 24 2-FF YES DIMENT W 12' MIN. WEIR LENGTH nor SE PIT T OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. ~
OP-2 36 9 23 20 18 B NO TEMPORARY RESEED ACCORDING 0 DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING,OTHERWISE
j OP-3 30 7.5 18.5 16' t 4 B NO RIP-RAP FESCUE MAY BE SHADED OUT,
OP-4 24 6 15~ I3 IZ B NO I BERM
i *REFERS TO RIPRAP CLASS
FABRIC REFERS TO FILTER FABRIC SEEDBED PREPARATION
P OVER ADVERSE SOIL PLAN OF TEMPORARY SEDIMENT TRAP 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEE
j TYPI A R TIN F RIPARIAN FF R CONDITIONS, IF AVAILABLE.
OUTLET PROTECTION DETAIL ~ NOT TO SCALE I NOT TO SCALE BASE OF TRAPEZOIDAL DITCH 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH,
i BASE OF VEE DITCH 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE ~ 5 REASONABLY SMOOTH AND UNIFORM,
TOP WID 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX
TOP OF DITCH SLOPE WITH SOIL (SEE BELOW).
I - - _ - - TRANSITION TOP OF BERM 5. CONTINUE TILLAGE UNTIL AWELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ~ 00 0 0 1' FREEBOARD MIN. 8. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
I VEGETATED - _ TO 0 GRADE GENERAL NOTES: TOP OF WEIR 2 5 0 0 EQUIPMENT OR CULTIPACK AFTER SEEDING.
i DIVERSION - - GRADE-THE GRADE OF THE LAST 20 FEET OF DIVERSION CHANN L • SHOULD PROVIDE A SMOOTH TRANSITION FROM CHANNEL GRADE 11 p 0 0 0 0 0 2.5 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
- - R 1 - _ - TO LEVEL AT THE SPREADER. THE GRADE OF THE SPREADE 1 0 0 0 0 0 0 00 1 P TALL SE DED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS MATHIN 0 0 0 0 0 0 ~ 8. INS EC E
H BE FLOW _ • • J ' STABALIZED S OULD D 00 0 0 00 0 0 0 0 00 RIP-RAP THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60r DAMAGED X57 STONE 4 0 p 0 00 0 0 00 0 0 0 REESTABLISHED FOLLONANG ORIGINAL UME, FERTILIZER AND SEEDING RATES.
I • • • • • • • • • / . • .....'SLOPE PLAN VIEW ~ STABLE SPREADER LIP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL 0 0 00 0 0 0 0 0 0 0 00 0 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION 0 0 0
UNDISTURBED L TO UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE AFTER PERMANENT COVER IS ESTABLISHED,
OUTLET • ~ • • R. PROTECT IT WITH AN EROSION RESISTANT MATERIAL, SUCH 1' MIN, . 1 SPREADE • ' ' ' ' ' 1 AS FIBERGLASS MATING, TO PREVENT EROSION AND ALLOW VEGETATION NA A N FILTER FABRIC ' APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS
TO BECOME ESTABLISHED, FERTILIZER - 1000 LBS/ACRE (10-10-10) 1 IR SUPERPHOSPHATE - 500 LBS/ACRE (20X)
I • T AREA-THE OUTLET DISPOSAL AREA MUST BE GENERALLY SMOOTH ~ QUTLE SECTION THRU WE MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
I AND WELL VEGETATED WITH A MAXIMUM SLOPE OF 10x CROSS SECTION ANCHOR -ASPHALT EMULSION AT 450 GAL,/ACRE
I VEE DITCH
I P~ VEGETATE ALL DISTURBED AREAS, I
~ONSTRUGTiON ~ECIFICATIONS: 1' MIN. NATURAL GROUND TION SE UENCE CONSTRUC Q TEMPORARY SEDIMENT TRAP DETAIL
~ 1, THE MATTING SHOULD BE A MINIMUM OF 4FT VNDE EXTENDING 6 INCHES ii 1, Obtain grading permit.
EROSION OVER THE LIP AND BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON ATTING THE LOWER EDGE, THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT NOT TO SCALE 2. Install gravel construction pad.
SOD AND BE SECURLY HELD IN PLACE WITH CLOSELY SPACED HEAVEY DUTY 3. Begin clearing and grubbing. Maintain devices os needed. i 4. Instoll temporary sediment trap (TST) and diversion ditches to route
MATERIAL HARE STAPLES AT LEAST 12 INCHES LONG. CROSS SECTION I STAPLED VARIABLE IT H flow to TST's immediately after an area is cleared,
A R IP IS LEVEL FOR UNIFORM SPREADING TRAPEZOIDAL D C IN PLACE _ 2, ENSURE THAT THE SPRE DE L 5. Rough grade site. 6. Instoll storm sewer and protect Inlets with silt
6' MIN. ~ OF STORM RUNOFF. - _ I I 1~ MIN, ~~I- _ - - - fencing, sediment traps or other approved measures as shown
LEVEL LIP ~ ~ - 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL). - - - PROPERTY LINE on the plan, Begin construction, 6. Stabilize site os oreos ore brought up to finish grade with
OF SPREADER ~ I ~ ~ ~ ~ ~ ~ -I ~ ~ ~ I i ~ ~Ow~? ~ ~-III-III-III=~r_~ ~ T TRANSITION SECTION FROM THE DIVERSION CHANNEL BASE OF PUBLIC vegetation, paving, ditch linings, etc.
BURIED 'I,~,II , III~I -~I 4. CONSTRUCT A 20-F ~ TO BLEND SMOOTHLY TO THE WIDTH AND DEPTH OF THE SPREADER. 4' _ g' TRAPEZOIDAL 6" MIN. DITCH R 7. When construction Is complete and all oreos ore stabilized i 50 /W completely, call for inspection by Envfronmentol Inspector.
MIN. 8. If site Is approved, remove temporary diversions, silt
5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABALIZED OPTIONAL TYPE "B" VAR, t' - 2~ I SUFFICIENTLY SMOOTH T A IN CROSS-SECTION SLOPE NOT TO EXCEED 10X. MAKE SURE THE SLOPES SIL B S fencings, sediment basins, etc„ and seed out or pave any resulting bore oreos. All remaining permanent erosion
TO KEEP FLOW FROM CONCENTRATING. ELEVATION VIEW - EXISTING CRUSHER RUN EXISTING control devices (such os velocity dissipotors) should be
6. IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH ---GROUND STONE 21Y ROAD Installed now. - - 6" THICK BED g, When vegetation has become established, coil for final site
THE ENTIRE DISTURBED AREA OF THE SPREADER, NOTE: -III- - Inspection by Envlronmentol Inspector,
STONE SHALL BE STONE FOR ~ MAINTENANCE: EROSION CONTROL (CLASS "B")
INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL UNTIL VEGETATION IS STABALIZED,
AND PROMPTLY MAKE NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABALIZED,
MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION.
TAN AR MP R RY R K I T H K TYP - STABILIZED CONSTRUCTION ENTRANCE
LEVEL SPREADER DETAIL NOT TO SCALE I
NOT TO SCALE
w~reNesst+?on SCALE SHEET ND.
~~~^n~°q C>"~R,p// uESIr~+ED MJH DATE JUNE 2002 HORIZDNTAL~
~ rr rnnrcT ncTnll c _
DRAWN MJH ` t:)UU I H WIN U L t t r u r\ C J( U L. I H I L.~ SW PROJ. # 02-0060 1•=100
CHECKED RLM SURVEYING AND 201 GLEN ROAD SUBDIVISION DWG FILE #DESIGN,DWG VERTICAL
ENGINEERING INC. GARNER, N.C. 27529 OF,
10 PKU EM RLM 919-773-0183 `y ' Z$ O?. DATE 919-773-0148 (FAX)
P a 5~ REVD, DESCRIPTIONS DATE
s T REVISIONS

i
~I ~I
i i
I
i
i {
X E . TELEPHONE
I PEDESTAL (TYP.J i i
X. SIGN
350' MEAS RELOCATE EX. 15" RCP EXTEND EX. 24" RCP URED Al_ON TO N "45 MPH"
G ~ EW DITCH.
R/W (80TH SIDES OF ROAD) ~ -
- - _ ~~I i LONG ~
D 00 100' MEA ~ _ - - ; SURE ALO _ _ c NG ~ SURE A " TERLINE Op MEA W g WA 4 R~ EX• - _
_ UY - /~'r:F 100 MEASURE ONG , - _ . - - _ 10~.p0 0 MEASURE ALONG ~ 'MEASURE AL ~ 1
~ SAD - ~ R - _ 1551 ~ - r -180 - ? 5 TAPER - - R 15 BAY ~ - - - ' _ " D
_ STORAGE LEA - STORAGE LENGTH ~ p0 Y RpA g+ GU _ -
_ _ ~ ~ ~ - _ _ PRO ~ - P. EDGE AVE . OF P M 0_ _ - _ _ _ - -
ENT . ~ ~+-0 N _ - - _ _
- I!lAiL R PR ~ ED Ep - c,a - GE OF pA 5+00 ~ _~+0
~MENT _ _ cv_ - _ - NT
i - PA~ME - pGE OE
3 EX. WATER i~ ~ _ _ POLE (TYP. f _ rr , - OSEp E R W r, OP ~ --~.k~ r. ~ ~ti uF~~?-?`?T PR
I ,
o p x70' ~ , , ~ c~ TR~A Sf GH T'' ~ X. SIGN
EX. WA7~'R NG~E "45 MPH"
SAL TYP (TYP -30 ~ - ~ J IiE ( .J I 11
W O,
i
I 18" RCP i
I SEE NOTE 1 .1
~ ~ i ~
N N N
i
L F R T EE 0 ES SUBDIVISI ST SUBDIVISION
ENTRANCE. SEE DETAII i SEE DETAIL Q~ i
i N
r
i I
SCALE t"=40'
1
i
60' RIGHT-OF-WAY '
~I 36' PROPOSED
i ~ I
PAVEMENT ~
f 22 EXIST.
332 ____r____,___ 332 - - -r----.-- 332 - 340 ---r--r--___T__ -r--~_-_, 340 PAVEMENT
i i i ~ r---T-,---,---,---~--i ; 332 i I ~ i I ~ ; -7 ~ 4 SHOULDER
~ I ~ i i I i - 324 , - - i - --r---~ 324 ~--;----,-----,-T - - - - - i ' 1" PER FT 1" PER FT
~ i ' ~ ~ ~ I ~ _ _ _ 336 -~--r--,----,. ---r--,---T-,-, 336 344 - - - , , - , 344
I , I' I ~ i { ~ I ~ , I + I l l i i ~ ~ I i ~ ~ ~ ~ ~ I~ ~ i ~ ~ ~ i ~I 1( ~ 11y i ~ i i i 1 '
111 ~ ' - - - : - - ~ ~ 324 ' ' ~ ~ ; ~ ~ I I 328 , 328 ~--I }---t- -T-- ~ ~ r--, - ~ ~ - _ ~ t__ i j 1 ~ ~ ~ ( I ~ I ~ ~ I _ _ _J__ -r- - -I
' ~ ~ C I i ~ ~ ~ ~ ~ ~ 324 328 i--t- 328 -r- 336 - 336 ~ I { , ~ ~ ~
; ~ I ~ i i 1 i i ~ ~ i I I ~ ~ -_t_~---~ _ . - J ~ ' - ~ 'I ~ I ~ i ~ IV 1 I I ~ 1 ~ ~ ~ ~ ~ ~ 3 ~ f ~ ~ i i ~ I i j l i i ~ ~ ; " I ~ ~ , I ~ i l ~ ~ 1 1 4
320 320 ~-1----~- _ I -~.-~_l_~ 33 ~ --L--~ _I---~--_ ~ -20 0 20 -4 - 2 0 20 0 20 40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 2 V ~ , I ~ ~ 1 ~ ~ I ~ / SUPERPAVE 332 - 340 340 " S-9.56 0 RLAY
i I ?0 0 20 40 -40 -20 0 20 40 -20 0 20 6 SUPERPAVE
i 8-25.OB
I TYPICAL STREET SECTION
I
I
i
~ ~ ~ 328 ~--~-----r 328 NOTES:
I ~ ~ ~ I j % i j i , ~ + 1. CONTRACTOR MAY REUSE UNDAMAGED RCP WHEN '
i ~ i i i L- ~ RELOCATING EXISTING DRIVEWAY PIPES.
i ~ _ 332 ~ - 332 - -~---I--~-. - r-- ~ ~ - ~ - T - - - - 336 -T--,-- - --T ---r-r---r---, 336 340 ~---T--T--T--; 340 2. CONTRACTOR TO CHANNELIZE AND NflDEN BOTH ' T-i ~ + ~
I I ~ ~ i ~ i i ~ , ~ ~ i , I I l~ ~ ~ l i ~ ~ i l ; i i , i i i ~ A l i f l I ~ ~ I i i; ~ SIDES OF GUY ROAD (SR 1551),
I ! ~ J _ 324 l_ ~ t_ ~ 4 ~ ~ i i I . ~ ~ ~ i t__~r 32 324 ~ - - _ _ 4 I- - - 3. CONTRACTOR TO PROVIDE ENCROACHMENT BONDS ~ ~I II y~__,__.~__ TO N.C.D•0•T• FOR WIDENING AND UTILITY CONSTRUCTION.
~ 32 328 r ~ - ~ 328 ~ I I I i I• I I ~ i l i l y l i i ~ ~ ~ i i ~ F-- ~ - - - ~ ~ I 1- ~ ; ~ ~ ~ ~ I C I 4, CONTRA T R COI I S RESPONSIBL F R ATI
i ; i ~ i i I i ~ ~ ~ ~ ~ ~ I ~ I~ ~ I! l i ; I ~ I i I i i I i i I i I ~ ~ ~ ~ 1 E 0 LOC NG AND VERIFYING I ~ i I ~ i ~ i ~
328 , ~ _ - a 328 - ~-----i ~ - ~ _ _ ~ i ~ ~ i ~ ~ I i 1 i , ( ' ; -j-- i 332 .r_ I ' ~ I , ! i I ~ i , SIZE, TYPE, AND DEPTH OF ALL EXISTING UTILITIES. _ l l ~ ~ ~ ~ -r---~- r--1 332 336 ~ --t--, ~ ~ ~ " - I- ---'~---1-- 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR REPAIRING ANY ~ I ~ _-i- 336 340. _ I - ~ 340
a i l i ~ ~ 1~ I i l ~ i I I I DAMAGE CAUSED BY HIS OPERATIONS. ~ ~ ~ I ~ i i ~ ~ ~ i i i
I f l i t ~ ~ ~ ~ ~ I I. I -_______~--;------y____-- 320'---~---~------i-~ -~---J 320 320 ~---~---'-___l__.;~~_~~ _._J i_~y-~____..__z_, ~ _~~'__.1-__! I 1 i ~ ~ ~ ~ I , ~ ~ 6. CONTRACTOR TO RELOCATE EXISTING SIGNS EFFE T i
~ 320 324 324 -40 -20 0 20 -40 -20 0 20 40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 2( BY THE WIDENING
i 0 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 7. CONTRACTOR SHALL OVERLAY ENTIRE LENGTH AND WIDTH OF
T PROJECT WITH 1 1 /4" OF SUPERPAVE S-g.58. ~ 8, THERMOPLASTIC PAVEMENT MARKINGS SHALL BE PROVIDED IN
ACCORDANCE WITH N.C.D.O•T. STANDARDS AND SPECIFICATIONS-2002.
I 9. RAISED PAVEMENT MARKERS SHALL BE PROVIDED IN ACCORDANCE
T r--r--~ ~ ! ! T I ~ WITH N.C.D,O.T. STANDARDS AND SPECIFICATIONS-2002•
~ I I I I ~ ~ I I I
r - ------r--,--- - 324 ' ' - - - - i ~ -i~ -j 324 r i
~ i I ~ ~ i ~ ~ ~ ~ ~ i ~ I~l i ( 1 i I i ~ I i ~~I I I I -t ice- ; +
~ I i ~ 'r i ~ ~ i i~ i t ~ I ~ ~ ~ ~ ~ i i i i i I i , ~ ii :III i I , ~ Ij~~l .!I ~
~ 332 332 328 - fi- 328 ' ~ - 328 - I-- ~~---+-~-I--~---!---~, ~ i ~ ~ ~ t t- -i 328 332 I __~__T_,__ __,-__T-- 332 i ~ ~ ~ ~-_r--r--- T
! ! i I i i I l j I ~ ~ j i i ~ ~ ( 1 I ~ i ~ ~ ~ i ~ ~ ~ i ~ ~ ~ I { i i ~ ~ ~ ; i ; ~ , i ~ i i j I
~ ~ ~ , 1' i l l i 1 ~ ~ ~ ~ ~ i I i i ~ i ~ I i ~ I i I~ - _ ' i ~ _ 1 i I ~ 320 - - ~ 320 - , - - - i ~ ~ ~ i i 1
i I ~ i I i 36 ; { ~ ~ r 336 340 ~ - --1- - 340 ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ GRAPHIC SCALE
j ~ i ~ ~ ~ i ~ i 1 ~ i~ l i p I l i I~ I~ i ~ i ~ ~ 1 I ' I I i i~ il/ i ~ I~ , ~ I ~ ~ ~ i ~ i! i
__1___~ ~_.~---1----~.__! __L_~ ~_.~___~~~~i-__~__i__~ 324 ~--1__~_~..~~__ 324 328 i__.L_~_J___i._~L 328 328 324 324 __J___i._~L~_._~ L_ ~ -1__! i ~ ~ I i ! ~ ' ~ ~ ~ o zs so ,oo zoo 328
-20 0 20 -40 -20 0 20 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 2( I 0 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 i
sca LE: ( IN FEET )
HOR. 1 "~40' 1 inch = 50 ft.
VERT, t"=4' A. ~'+~l li r~r ~'~Pde
y ~.eMgA. 0
r: {'ys , ~R, , SHEET ND, I _ _ SCALE I
L p4 DRA" MJH
0 OUTHWIND LEE LEE FOREST GUY ROAD S.R. 1551 DATE: JUNE 200E HORIZONTAL:
L' L :c CHECKED RLM SURVEYING AND 201 GLEN ROAD SW PROJ. # 02-0060 1"=40'
e , ego ~~dl7~"04 F Sul ~ aoU.,a;ma~~~, d ENGINEERING, INC. GARNER, N.C. 27529 SUBDIVISION WIDENING PLAN DWG FILE #DESIGN,DW VERTICAL,
1, PROD. ENG. RLM 919-773-0183 G 1,=_4, OF, 7
REV•NO, DESCRIPTIONS DATE ~''"d;oro99sa~ G'Z7 OL DATE 919-773-0148 (FAX)
REVISIONS S R DEVELOPMENT

- - - -
~ ~ TEMP. SEDIMENT 44 L.F. OF 24' RCP TEMP. SEO TEMP. SEDIMENT
TRAP T-15 TRAP T-1 TRAP T-17
W=3.0', L=6.0', 4.0' W=9.0', L~ i _ ~ W=9.0', L=18.0', D=4,0' I
i ~ ~ ~ I
~ ~ ~ ~
~ 5+00 s+~ ~
~ 4 l ~ ~
/ N °f ~ ~ I ~ ~
~ + ~ - ~ '%o
~ n ~
• ~ ~ r U x~ a a
~ ~ S TEMP. SEDIMENT iEDIMENT
li TRAP T-16 i / TEMP. SEDIMENT I W=9.0', L=18.0', D=4.0 -16 ~ L=18.0', D=4.0 ~ 6 i
C! TRAP T-14 ~ , ~o
W=3.0', L=6A, D=4.0' I I pUIET PROTECTION (OP-4) s TECTION (OP-4) 6X FOR SIZE y i ~0
j SEE DETAIL FOR SIZE I
i a Q~ ~
x00 d I ~ i I
p 4j~' ~
6 I 0'
~ TEMP. SEDIMENT STOP SIGN TYP. ~ I TRAP T-13 ~n I I 9X
_ ~ ~ v i W-5.0, L=10.0, D=4.0' S
I ~ 0•
i LEVEI 0 ~ p.
SPREADER 1x0 V
~ ~ (TYP.)
I I - 9 TEMP. SEDIMENT ~ I O ~
\ _ - ~ TRAP T-7 TEMPORARY I - s - - - \ W-9.0', L~18.0', D~4.0' ROCK SILT
- - ~ 'CR CHECK (TYP.) 5 ~ ~ ~ Rai 1S
I \ R'~ ~ 0
_ ~ 1 ~ _ ~ d S ~ ~
Np o \l7a ~ / ~ u`
\ ~~l ~ \ e~ 6h a~. I R
~ Cy \ ~ S
~ F ~ \ ~ 9
~ ~ ~ ~ \ o \ ti ~ I
\ ~ rl
\ ` ~ ~ \ ~ TEMPORARY
. \ \ R CK SI T ~ ~ o L
I \ CHECK (TYP.} ~ \
I ~ r, \
~ ~ \ 1 ~I
~ - I N it
1 M M
i TA = 9+ .23 ~ ~ PVI S ~ I
I PVI ELEV = 32 .88 I w
i A.D. = 7.0 o w ~
K = 21,43 ~ ~ ' rn /
340 150.00 VC ~ o
ao /
I ao d
PVI S =3+10.75 ~ ~ M ~ I
i PVI E EV = 320,66 W ~
I W
K = 25.00 M ~ /
I I I 2 5.00' VC t0 I N ~ ~ ~ o I
~ ~ I,
~ I ~
I m ~ F
330 x' M n I
i N N t M ~ ~ G~~ ~
_ XlS7JMG CRAD _ _ _ _ ~ ~ 1~~
(!1 W ~
W ' I
~ _ _ - ~ D E 1.p0X _ ~ PROPOSE E 1.00X
~ i
~ P STA = 1+21.8 ~ ~ ~ ~ ~ FT 1.1~% TCN LE
~ P ELEV =301,7 ~ ~ ~ _ _ i ~ D~ A.D. = 6.00 c~v ~ ~ ~ O~T~-H LEF _ ~ 1.23%
_ ~ ~ DIT~~ T ~.64q ~ D~ K - 20.83 ~ o, 2, 9%i RIB ~pl1CH RIGHT
~ 320 0
~ G~j OSED 24" R 125.Q0 VC W ~ }C~, , N ~ i p~ i 0 .07i (MINIMUM) R UM)
I ~ m i i ~ m PpE
GRi I I
~ N ~I~i O sn / LEGEND
a ~ E~~ + ,y
® SEDIMENT TRAP
i~ N U U ~ /
~ W W STABALIZED CONSTRUCTION ENTRANCE
/
310 ~ ® STRAW W/NETTING ~
i / o ~~F / ~0 ~
~ ~ DIRECTION OF FLOW i
/ G~/ M ~ . ~
~ ~ .~G / rn ~ ARY ROCK SILT CHECK TEMPOR
O N i
w / N U / LEVEL SPREADER
> ~ m m / I
ENERGY DISSIPATER I
/ i
/ /
300 ~ i
/ A Op°k ~p% i
~j a~~~ i
G~~~ 0~ i
~ ~ i
I ~~pp c~ ~p ~p
~ N . OOi ~ M . 00 ~ O ~ ~ Obi 'i O ilf O N O r u0 ~ ~ ~ ~ + n O~ ~ ~ ~ N N N N N O N O N O 0~1 M ~ 'C ~F iA N r ~D tD ~ 0~ N r
~O O ~O N N M M) M M M M M M M M M M N N N N N N N M a M M ~M M M M M M i
11+00 II 7+00 8+00 9+00 10+00 ~
0+00 1+00 2+00 3+00 4+00 5+00 6+00
r
~ SCALE: I
HOR. 1'=50' ~ VERT. 1"=5' i
SHEET ND. SCALE ~
,an180C7Ef97~q ~ '+~^e. n~s~cr~n MJH ~~e Ca~v(~^~'~~. ~ ~ ^ ^ r, ^ T , , ^ , ~ r. ^ ~ ~ ~ ~ DATE JUNE 2002 HORIZ~NTAL~
SS DRAWN M J H I HWIND LLE i
SW PROJ, # 02-0060 1 =50
T ;SEA ^ CHECKED RL M IL 93 SURVEYING AND 201 GLEN ROAD
su 14533 ; NGINEERING, INC. GARNER, N.C. 27529 SUBDIVISION PLAN & PROFILE VERTICAL, DWG FILE #DESIGN,DWG 0 1 =5
p~,F, RLM 919-773-0183 a •.4~PREU ENG OF, 7
III E a.,„~~,•, sy z $ 2 DATE 919-773-0148 (FAX) REV~A, DESCRIPTIONS DATE nn ! i
S /LAND DEVELOPMENT REVISIONS + ~

i 1 ~
n 1~ ~ ~ _ - ~
~I 0 ~ \
r
I ~ Tt ~ TEMP. SEDIMENT
N 76 l.F. OF 72" RCP ~ TRAP T 8 ~ W=5.0', L=10.0', D=4.0' ~ a g+00 i
I I ~
i ~sx i `I
~ S~CtION 01 ~C~ _
1 I
i ~ dJ
~ >Kx 2 L.F. OF 36 RCP 2 i i
~ LEVEI g \ II x i ~ ~Ox SPREADER i
'l ~ C~ I
~ LEVEL J ~ ' Q xO ~
SPREADER _ _ ~
TEMP. SEDIMENT ~ ' ~ ~ / _ \ _ LET PROTECTION (OP ~2) TRAP T'6 ~ - - SEE DETAIL FOR SIZE it
i ~ W=11.0', L=22.0', D=4.0' I
~0 ~ x~ I
'S 0, 9 S S
ULET PROTECTION (OP-t) C',y \ i
i ~ ~ SEE DETAIL FOR SIZE ~ ~ i ~ / S~ d
~ SO' C~j, x 'PiA q ti
2 ~ ~b ~ ~ 9ti o
.C ~o~ o
~ ~F ~ yo•
i ~ ~ ~ ~ ~ ~ x 5 L
O TEMP. SEDIMENT I ~ ~ TRAP T-5 ' Rip 5 ~
~ Wa8.0' 1-12.0' D-4.0' AR1gN 8 I U 9 i
i \ ~ ~ Mfr? \ 9x 'i ~ \ 9x Gb TEMP. SEDIMENT
~ 0 TRAP T-10 8
I ~,~o, ~ W=8.0 , L=16.0 , D=4.0
L s 6 ~ 44 L.F. OF 30" RCP TEMP. SEDIMENT
s o' NO N~ ~ TRAP T-12 ~ ~
1 ~y x~ 0/ ~ , x Z ~ I ~ Z C ~ W=7 1=14 0' D=4.D' N ~ DST ~ ~ '0' ' ' N ~ ~y o~ ~
~ ~ ~ S ~ °0 i FC \ ~
TO ~ ~
~ ~ 11 ~ ~ +00 ~ ~ ~ _ ~ ~
~ ~ dl 4~
! 4 { ,0 i ~ ~ - - f 13+
l ~ ~
.pO TEMP. SEDIMENT I T- -f- ---'dad , ~ TRAP 9 ~ ~ S
8 W-5.0', L=10.0, D=4.0' ~ ~0
i ~ ~ ~ OULET PROTECTION (OP-3 TEMP. SEDIMENT ~ ~
SEE DETAIL FOR SIZE TRAP T-11 i
, W=7.0, L=14.0, D=4.0'
h ~ ~
0 Q' ~
~ \ 1
P. ~ ~1 I
SCALE 1"=50' I
i
LOW POINT ELEV = 294.67 I
~ ~ I lOW POINT STA =3+58.92 ~ 75.00 VC f
320 j o~ ~PV1 STA = 0+66.5 pH y = 1 4 HIGH DINT ELEV = 3.90 3.90 ~
+ PVI ELEV = 313.38 ELE 9 .2 n A.D. 13 33 HIGH INT STA = 7+ 2.68 0 12.68
W .D. _ -7.00 n K = 20.4 P STA = 7+22. ~ ~ K = 10.71 t0
of ~ P ELEV = 305.6 ~ m ° 275.00' I = - I
i m n A.O. 8.61 •0 ~ K .20.32
I ~ i ~ ~ ,
w 175.00 VC N rn I
N d ~
\ + ~
I ~ ~ ~ N \ r W N n LOW POINT E V = 289.56 ~ I
310 > o N PV1 STA = 11+97.26 ~
\c ~ PVI STA 10+00 PVI ELEV 288.68 a
w i N ~ o PVI ELEV = 291,02 = 7 ~ w ~ M A.D. .69 a w
T ~ >m m A.D. 4.10 K = 2.76 a Gi v K= 4.38 ~ ~ ~ M
LEGEND F,n O N ~ > > 175.0 ' VC ~ r W U of
l d I SEDIMENT TRAP 9 a Q~ i ' ~ +
I ® \ ti / I
N ~ w ~ ~ ~ ~ F I
TA A I N TR TIN NTRAN \ + N Y a ~ ® S B LZED COS UC 0 E CE d ~ ~ N ~ v ~ i ~ ~ N ~ a+o ~ hp°~
v7 ~ Z \ STRAW W ETTING ~ V > 3x ~ \ \ ~ F.ri + ~ N N 6• S~j,1, m / Q~,
® ~ ~ .3 ~ 300 > \ ~ q~ N ~ V O G ii
0 ~ i ~ ~ DIRECTION OF FLOW p 0~ ~ ~ SAD > p Kl > W ~ ~
~ ~.F~/ ~ OiT SFp ~ m u? + m w a'1 ~N, R V m r N ~
TEMPORARY ROCK SILT CHECK ~hT ~ / ~ ~ '4Q A o Obi Oi r ~ r F ~F C ~ N O ~ ~ ~i
~ / ~ (FF \ 0 STS / l \99 X99, (n w ~ ~G
LEVEL SPREADER I
~ ~ / \ ~ ~ ~ > ~ J~~C ~ ~
/ F'~l ENERGY DISSIPATER / S \ m m / i \ ~ / ~ i
\ ~
/ PROP 36" RCP i ` j
,i ~ 01.0 (MINIMUM) 290 -1.19X i ~ I
a°1o 8 ~ ~ TCH-L -REF' ~ qo
~ \ ~ ~Fl C~.-''= to DIT H_R~- ~ % ~N~ l GHQ i.g&9 ~ ~SC~~R~
V PR 7 " OPOSEO 2 RCP 0~
~ M NI
INVERT OF PIPE AT BOTH OS TO PROPO 30 RCP O1.OX MINIMUM)
BE PLA 1' BELOW EXI NG GRADE ~ TO ALLOW FORA "NATUR "STREAM
8E0 TO 0 VELOP IN THE IPE.
i I
lU l~dV
i ~ i
00 00 ~p n d n d ~ N ~ aD N ~ N t0 ~ ~ 1~ N ~ ~
~ .N ~D •O O ^~0 d d ~D w~ m N Oi n .V i ~ ui ^ ri d p xi o ~ ai a ~ q ~ ao of po ri ri ~ ~ . . ~ m v~ a ao ~ v ~ M m oo ~ a0 ~ M w~ wO w01 Ci q0 N 0~~f1 q~ po Of 0~ Of 0~ 00 OD 0~ Oi 01
I ~ "1 ~ ~ o 0 0~ a~ rn m m rn n o p o ~ I n n n n n N N N N N N N n M n ~ M N N N N N N N N N N N ~M
I
o+o0 1+00 2+00 3+0o a+ao 5+0o s+00 7+00 8+c 8+00 9+00 10+00 11+00 12+00 13+00 14+00
SCALE: ~ HOR. 1 "=50' I I
VERT. 1"=5'
j i 4~~ces:r~:±R,~
I »ESt~r~n MJH SHEET ND. SCALE ~
x, .ern r,~ ~ m ~~,o~~~.~SfG~u'~~. ~ n ~ ~ T~ n? ~ n I r f r DATES JUNE 2002 ~
r r n n r r"~ ~ i ~ i i r n r. ~ i ~ Hf1Ri7f1NTAl ; ~
pc c' a DRnNN MJH LLL r
d S[AL .t C VKtJ I KtLLtK UKIVt
lr,533 CHECKED RLM SURVEYING AND 201 GLEN ROAD SUBDIVISION PLAN & PROFILE SW PROD, k 02-0060 1•=50 4 VERTICAL
°.~rnc`;;;•`~,C> ENGINEERING INC. GARNER, N.C. 27529 SUBDI DWG FILE t1DESIGN.DWG 10=5'
PROD. EW RLM 919-773-0163 ! ~ n,: ,,5, Z DM IL 919-773-0148 REV,NO, DESCRIPTIONS DATE i„~ (FAX) ~ OF,
REVISIDNS°" S URVEYINGANGINEERINGAAND DEVELOPMENT
I

i i ~ I 11
ti
I V 1 !
I ~ I
j I STOP SIGN (TYP.) ~ ~
ti
i t0 TEMP. SEDIMENT
r TRAP T-4
~ Z i ~G 1-~ i~ ~ ~ " V W=9A' L=16.0' D=4,0' O i i
o ~ Z ~S•
i px ~ ~ ~
~1
~ J 0 ~P`
/ J Z Z a So. ~ ~w ~ ~
W Y~ „
w ~ ~ ~ ~ day N I
~ ~ 0 ,x k~i ~ TEMPORARY ~ ROCK SILT
o No o CHECK (TYP.)
X~ ~O. ~ ~ ~ ~ ~
_j xoo , ' ~i' ~ ~ ~ 9 i
~ ~ ~ i , ~ ~ ~ ~
~ Z I ~ ~ ~ ~4 TEMP. SEDIMENT TRAP T-3
~ ~ ~ ~ ~°0 A ~ W=14.0', L=28.0', D=4.0' ~ ~ ~
~ ~ ~ ~ F/ ~ ! STOP SIGN TYP, 8k00 /
~ ~ ( ) h ti LEVEL SPREADER (TYP.)
A o, 3.00 ~ , ~
h ~ ~ o ~ 0x70' SIGHT ~ ~ ~~,p0 ti
~ p ~ TRIANGLE TYP. ~ 9+ ~ i
I ~ i-
~ ~ ~
i ~ 5+00 -1 ~ ~ ~,EN E~
~ / ~ -i---- _ I---" ~ -~Q~ / ~ ~ ~ ~p,5 ~ E ~F~ PEE
G~ i ~ ~ 0 ~~P OR . ,
i ~ ~U ~QA 0 ~ p,N
~G s ~ ~ i ~ ~ ~ i ~ 5a ~ FED
0 8~F ~ 3~ p,N/
I , ~P PR1 50 R
~ ~ of .
i I
I
i i n
i
~ - i
i SCALE 1"=50'
I
~I
II PVl STA = 5+50
~ PV1 ELEV = 315.91 I
A.D. _ -2.80 ~ ° K=71.43
{ r i ° n ~ ~
p N 200.00 VC I
a > F w
~ J W
S 5
a °i +
d M - . _ EX/SANG CdPA
D ~ w ~ a i
W ~ Y
Q
320 ~ ~ DSED GRADE ~ Z + a 1.OOX ~ - ~ M
c~
~ _ - - /SANG CRAO N ~ _ - > i
~ w w D~ rCH- ~
_ RIGHT 1.15 ~
-~CH_~EF ~
LEGEND
~
~ ~ ~ ~ ~ \ ~
I i ~ ~ ~ ® SEDIMENT TRAP
310 ~
i ~ ~ .h STABALIZED CONSTRUCTION ENTRANCE ~S ~~NC A
~~\p i ~ ~ M ® STRAW W/NETTING
\ ~ ~ \
~ ~ ~ DIRECTION OF FLOW
JT~ A v N ~ a >
I OAT Z.EF? cn w TEMPORARY ROCK SILT CHECK
~ ~ R~ ~AOg F Q w cyr ~ 3.s0~ o J, g g ~ I R
~ N LEVEL SPREADE i
I ~ ~ ~
300 ~ ~ ° ENERGY DISSIPATER
I ~
i i ~ ~ ~ ~ ~ ~
i ~
i
i
i
i
i i
00
~~i ~r ^r ~r r ~r ~r r r r r N f7 r r ~ . 01 d Oi * d Of d 01 d Qf N ~ r N N M ^ ~p
O O ^0~ hOi woD ^OG ~.r ^~D ~fD ^u1 ~M N ~.O r r A, r r '`O ~O O O OOi ~O~i o~ )r7 ~M1 M N N N M M
M ~MN1 M M ~M M M M1 M M M M M M M
1
~ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 I 7+00
SCALE: 1 HOR. 1"a50'
VERT. 1'=5'
i I
~ e „9. ~rn~ use SCALE SHEET ND.
'~1-1 1, Ii~jj ~~''n.r ^ ' ' °~o DESIGIED MJH
~ ^ T , , _ ~ , . ^ ~ DATES JUNE 2002 Nna1~nNTal ;
DRA" MJH SOUTHWINDtl~5S3 RLM LEE. F UKEJI FINLEY CUUKI ~ VERTICAL,
CHECKED 't 93 SURVEYING AND 201 GLEN ROAD do suo GARNER, N.C. 27529 t ' r`A'd'r!w• I ENGIN~MNG IN , C DWG PLAN & PROFILE
PROS Erg REM 919-773-0183
Z$. o2 DATE 919-773-0148 (FAX) ' REVNO, DESCRIPTIONS DATE ~n,
.7 DEVELOPMENT REVISIONS

_ -------._~~_r-----
~ I
I ~ ' u
I ~
r
I ~ N i,
<; N i
i ~ ~
i ' ~
, ~1 j
U ,a ~ ~ I IA o ~ N 1 ~ N
2 ~ ~ Z I~ a r
LEVEL SPREADER (TYP,) Im ~
~ ~ I r= R 50 ~
~ ~ ~ i ~ ~ ~ TEMP. SEDIMENT 2 Iv
~ ~ ~ ~ TRAP T-2 I i RT R N LA
1 ~ YV=7.0', L=14.0, D=4,0 off' J ~s3 ~I ~ ~
ROCK CONSTRUCTION ~ ~ ~ ~ i
I I ` ENTRANCE ~ ~ L ' ~ ' ~ 10'x70' SIGHT I ~ ~ O+j00 0 0 1+00 2+00 2+50 - f-~-~ -1 - I_. { - _ ~ I
~ ' ' ~ - TRIANGLE - ~ ~ l. ~ ,(Q • N~ R ~
ool 4+ao _ _ s.~ ~ @~~ ~ ~
~ - _ ~+o~ _ n I, p0 o .o a a - - ~ 1
F= +00 _--I-- 3 o - - - 2+ ~ - - 1 I I 00 _ ~ ~ N - _ - a I S• ~
I' I
I h _ n ~ 10'x70' SIGHT as ~ ~ I s.
~ ~ TRIANGLE TYP. ~ ~ ~ ~ ~ ) ~ ~ ~
~ ~ I ~ ~
~ a s a z I MP T ~ TE , SEDIMEN ~
r TRAP T-1
r W m 2 r w=gas', L=z~.o', o=a.o' rn
J 9 ro ~ ~ ,~y ~ z ~ ~ rn
x ,I a i;~ o a ~ ~
t, ~ , ~ N
~ ~ ~ In
I„, ~ ~'i ~ ~
~ I i ~ /!J~ ~ j~J m
~ I ~ ~ LEVEL SPREADER TYP. ~ ~ )
TEMPORARY
~ ROCK SILT
\~~~..i.... ~ I ~ ~ i O CHECK (TYP.)
li i .._I ~ I D
y j i ~ ~ ~ O
_ - II
SCALE t"=50' SCALE 1"=50'
I
i r-
~ 125,0' VC ( ~ PVI STA ~ 4+82.54 ~ ~ PVI ELEV - 323,03 I i
HIGH POINT ELEV = 331.56 Z of A.D. - -3.77 I
HIGH POINT STA = 1+66.98 ~ + K ~ 66.23
°a° PVI STA = 1+66.98 ~ m ~ N ~ ~ a ~ PVI ELEV = 332.50 °i o ~ d 250.00' VC LEGEND
O N
M D. _ -6,00 N M ~ ~ = 20,83 ~ SEDIMENT TRAP
w N W n CRA ~ > m i
~ pN - - - > N m E~S~ ~ w W M STABALIZED CONSTRUCTION ENTRANCE ~
~ w ~
~ ~ ~ 330 0 ~ o N ® STRAW W/NETTING
3' i % a~T ~ OR ~ ~e ~ DIRECTION OF FLOW
i ~ ~ o (F ~ +
j F ~ ~ Z a TEMPORARY ROCK SILT CHECK
9 \ ~ ~ ~ ~ PVI STA = 1+50 i PVI ELEV = 327.33 ~
/ \ ~ ~ z I LEVEL SPREADER A.D. = 1.00
~ ~ ~~~N K = 50.00 ~
\GHj \~T ~ ~ ~
I 3Sg9 c\(F n ~T 3 ~ ~ N ENERGY DISSIPATER 50.00 VC
l ~ 29 ~ ~ a I ~ ~ M I
~ \ ~ ~ M j
320 ~ ~ ~~T~ N ~ rD
M + r ~ e
~ q ~ \ f%1 ~ ~ M I ~
~6 a ~ ~ Q J O W m m U I
W ~ ~ ~ ~ W U
q ty N i
330 ~ a GRgDE _ F
~
~ ~
Dir`RrG -1.01.
310 ~ DI t~H ~ l 009 ~
_~cF,~ ~ ~ _i_EFT i.01%
~
I 320 i
300
i
wN1 tpM ~M M b~ MM 4~ wM
i d ~ of ao r b ~o ~ b ui ~N N N N N ~
I M M ~ M M M i I
AO
rn o~ rn o ~ ~ ~ •.n hao ~ ~n 0+00 i+00 2+00 3+00 ~ I
ry~ o o ao n M ui N ~1M ~M ~M M ~N N N ~ N M
i i`1 n1 M M M1 M M M M M
I i
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
I i
SCALE:
~ SCALE: HOR, 1"=50' HOR. 1 "=50'
VERT. t"=5~ VERT, 1"=5' I
~I
i ~ „ ~ 'r:, SHEET NC, SCALE ~
DATE JUNE 2002 ~
~ ~ ~ r ~ n r r+ - - - ~ ~ n -r HORIZ~NTAL~
MJH I I DRAWN Z) - &I SOU I HWIND LE L LL f U K t J I LLL F U K t 5 I H U tSC LA K 5 UN I SW PROJ. N 02-0060 1-0=50' 2 ~
1x533 cNECKED RLM SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529 SUBDIVISION PLAN & PROFILE DWG FILE NDESIGN.DWG VERTICAL. 1'=5' it
PROD. E R L M 919-773-0183 NCs OF, 7
°°°a t~,F • L • O Z DATE 919-773-0148 (FAX) REV.NO. DESCRIPTIONS DATE
REVISIONS S Y DEVELOPMENT I

i \ _
c~° ~ ~
`f~.0~ /
I \ t~ 0~
ry _ _

- 4~
I ~ ~ ~ ~ ~ ~ asp, 'S ,r ~
I ~ ,p~
I ~ ~ ~ q
I ~~q N ' ~ 6 I
r r ,
~ F~ I i
/ ~ - ~ \ o, LEVEL i
~ ~ SPREADER ~ \J I ' C,7
~ ~ 20~ DRAINAG ry ~ ~ E qti ~ C.
63 EASEMENT i ~ ~d dR 1 'v0l~f, I,~,
i \ 16 gfti , i
~q \ ~ So cF ~ OUTLET DITCH ~ ~ Ri F ~ ~ 'r
BOTTOM WIDTH: 3.0 '0 ~s i , qR~ ~ ~r SIDE SLOPE: 3: t qN
OUTLET DITCH ~ ADE: 6.217: 15 9
i O G~ ~ BOTTOM WIDTH: 3.0 FFR
SIDE SLOPE: 3:1 ~ TEMPORARY GRADE: 1,257+, 17 ~ ~ SEDIMENT ~ r
1 ~ \ ' TRAP T-3 , 'm
\ ~ ~ TEMPORARY \ A ~ j (1
LEVEL SEDIMENT
SPREADER TRAP T-4 r ~ \ ~ ~ i 61 20 DRAINAGE
14 \ LEVEL. EASEMENT . . ~ VICINITY MAP
( SPREADE / \ ~ NOT TO SCALE
62 r ~-r r 13 ~
~ ~ r ~ ~ ~ •d ` 12 60 I
I s 18
64 ~ 20' DRAINAGE ~ OUTLET DITCH ~ i ~ ~ BOTTOM WIDTH: 3.0 i 1 ~
EASEMENT ~ 11 SIDE SLOPE: 3:1 O ~
y GRADE: 6.10X ~ ~ ~ ~ TEMPORARY 65 2\
1, O ~ SEDIMENT r r ,p ~G
TRAP T-1 ~ r 9 ti~ 'A c^ 19 !y
9\ ~ 10 TEMPORARY y ~0 10
SEDIMENT ~ G i w' TRAP T-9 ~ 1 ~
~ i! ~ 59 OPEN \ ~
j SPACE 20 o i
~ 58 TEMPORARY ~
SEDIMENT ~ DEVELOP R
TRAP T-12 ~ ~i LEE BROTHERS RENTAL 1
TEMPORARY ~ 57 21 ~ 56 SEDIMENT O ~ ~ ANC PARTNERSHIP
~ ~ TRAP T-10 9~ 4 T 00 WES MAIN STREET
~ OPEN ~ ~ CLAYTON, NC 27520
/ SPACE ~ 22 ~
i ~ t Q ~ GENERAL SITE DATA ~ TOTAL AREA = 155.59 A R
® TEMPORARY / 55 SEDIMENT ` \ C ES TOTAL DISTURBED AREA = 16.06 ACRES
/ ~ \ TRAP T-5 ~ti ! PR T T ~ OJEC NO ES
~ 54 Q` ' 1, ALL ROAD CONSTRUCTION IS TO BE IN ACCORDANCE WITH
O \ -'1 a ~ ~ Fi~ OP SIGN 1YP, ~ ~ ~ / NCDOT STANDARDS AND SPECIFICATIONS
0 LEVEL / 'A, ~ OPEN SPREADER i O7 BEGINNING OF RIPARIAN 2. THE CONTRACTOR IS RESPONSIBLE FOR HAVING AN INDEPENDENT
53 SPACE r STREAM. SEE NOTE 7. ENGINEERING TESTING FIRM VERIFY THAT THE SUB-BASE, BASE,
~ m AND ASPHALT MEET NCDOT STANDARDS. ~
LEGEND _ ~ 3. THE CONTRACTOR IS TO ENSURE THAT RADII ARE CONSTRUCTED IN
TEMPORARY TEMPORARY 0 SEDIMENT ~ ~ SEDIMENT G ACCORDANCE WITH THE PLANS AND TYPICAL SECTION.
TRAP T-fi ® SEDIMENT TRAP AP T-8 _ ~ t ~ 4. THE CONTRACTOR SHALL WORK IN ACCORDANCE WITH THE APPROVED
ipua~ ,ctp ~ LEVEL i SPREADER y © EROSION AND STORMk "ER PLANS AND NCDOT DRIVEWAY PERMIT &
STABAUZED CONSTRUCTION ENTRANCE 1 ® 25 xq'' ENCROACHMENT EASEM~~IT. ~ / / I
1 TEMPORARY LEVEL ~ 5. THE CONTRACTOR SHALL VERIFY THE TYPE, SIZE, DEPTH, MATERIAL,
® STRAW W/NETTING ROCK SILT , ' ~ SPREADER ~ CHECK(TYP.) ' AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING
r ~ 1 TEMPO RY i ~ , i CONSTRUCTION.
~ ~ DIRECTION Of FLOW 20 DRAINAGE SEDIMENT EASEMENT T ~ ' 6. THE CONTOUR SHOWN ARE TAKEN FROM THE JOHNSTON COUNTY GIS
OUTLET DITCH RAP T-13 TEMPORARY ROCK SILT CHECK BOTTOM WIDTH: 3.5' STOP SIGN TYP, DATABASE AND ARE FOR GRAPHICAL REPRESENTATION ONLY. ~ r ~ ~ ~ I
OPEN ( i SIDE SLOPE: 3:1 51 W SPACE ' 'a / 7. RIPARIAN STREAM LOCATION BY STEVE MITCHELL OF DENR, RALEIGH
GRADE: 5.88% TEMPORARY ~ / ~ 26 REGIONAL OFFICE MAY 14 2002 } - a . 1 / .
LEVEL SPREADER ~ SEDIMENT O 20' DRAT T_7 ~ ~ 1 ® 3 ~ r ' t 8. ALL DITCHES TO HAVE A STRAW WITH TACK TEMPORARY LINING
EASEMENT Q ~ ~ AND A PERMANENT GRASS LINING UNLESS OTHERWISE INDICATED. i
ENERGY DISSIPATER ~ 2 q OPEN I ~ , O J ~ 9. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
j ~ W %o SPACE ~ Y 9,R JOHNSTON COUNTY STANDARDS AND SPECIFICATIONS. ~
{ 9 ti ~ ~ 10.LEVEt'S'PRE1fi~ERS SHALL BE CONSTRUCTED AT ALL LOCATIONS WHERE
i F ~ ~ / A DITCH DISCHARGES TO A RIPARIAN BUFFER.
G~~ 'w LEE SEE FO ROCK C STRUCTION c " . . ` REST R ENTRAN E ~ 11 TH Oqp , . E CONTRACTOR SHALL COORDINATE STREET CONSTRUCTION WITH CPI.
i t 50 ~ w. OUTLET DITCH 34 LEVEL PREADER w THE CONTRACTOR SHALL INSTALL CONDUITS ACROSS THE STREETS AT
BOTTOM WIDTH: 3.0 TEMPORARY SE MENT SIDE SLOPE: 3:1 ~ 33 TRAP T-2 A ~ ~ ~ % ~ LOCATIONS DETERMINED BY CP&L PRIOR TO PLACING THE STN AN PAVIN . ARY SE MENT ~s, , 0 E 0 G
~ GRADE: 1.OOX ~ _2 ~ ~ p CONDUIT TO BE PROVIDED BY CPdcL.
I ~ ~1 C 49 32 ~ ~ p~ ~ ~ J ~
l 35 ~ TEMPORARY S ENT i ~ ~ ~ J
~ TRAP T-14 l ~ l ~ 0 T IN ~ I ~ ~ SOP SG (TYP.) ~
4 47 20 DRAINAGE ~ l OO EAS MENT r - ~ ~ ~ ~
~ 46 ~ I ~ ~ SO' ij J ~ ROCK CONSTRUCTION ~
48 ~ ~ R~ p i 1 ( / ENTRANCE ii LEVEL SPREADER(TYP,) i~ 27 ~
MP ARY T ~ gipj LEVEL SPREAI TE - SEDIMEN qti 31 ~ l 31 f q' .
TRAP T tfi ~ 9G~, A TEMPORARY SEDIMEN FfR TEMPORARY TEMPORARY SEDIMEN M
~ ti TRAP T-15 ~ TRAP T 1~ TRAP T-1 ~ h
~ 36 ~ Y Y
t _ - - - - - ~ f ~ ~
KENDALL DRIVE ~ I
44 / T ti ounE of Z6 ~ OUTLET DITCH ~ ( ~ i
1' TEMPORARY DIMENT BOTTOM W BOTTOM WIDTH: 3.5' J i
TRAP T-17 SIDE SLOP. GRADE: 8, SIDE SLOPE: 3:1 GRADE: 8.37f:
38 37 i SHEET INDEX
C 30 ~ I 1 OF 7 -COVER SHEET
39 TEMPORARY TEMPORARY ; ~ 2 OF 7 -LEE FOREST ROAD & CARSON COURT
i 0 ROCK SILT 43 ROCK SILT 29 PLAN & PROFILE SHEET CHECK TYP. ~ ' I ~ ( )
~ 41 OPEN CHECK(TYP, ' 4Z ~ 40 SPACE ~ , 3 OF 7 - FINLEY COURT i,
I PLAN & PROFILE SHEET
i i 4 OF 7 - KELLER DRIVE j ~ PLAN & PROFILE SHEET
1 ~ ~ ~ ~ ~ ~ - i 5 OF 7 KENDALL DRIVE
~ ~ ~ ~ I ~ I PLAN & PROFILE SHEET
I I ~ ~ ~ i 6 OF 7 -GUY ROAD S.R,1551
I WIDENING PLAN
1 ~ 7 OF 7 -DETAIL SHEET !
~ I I
^r.r.,~ i
,St'~1 l.~ in; yr,
~ <9 DESIGIED MJH SCALE SHEET ND.
- _ _ - nnrc. a u.ir ~nn~
DRAWN MJH I OU I HWIND LEE FOF 8 6r FOREST COVER SHEET yn i u '1u111L Cuuc HORIZONTAL
CHECKED RLM l~ SURVEYING AND 201 GLEN ROAD SUBDIVI SW PROJ, # 02-0060 1"=100
ENGINEERING, INC. GARNER, N.C. 27529 3DIVISION DWG FILE #DESIGN,DW VERTICAL, G
PROD EHG RLM 919-773-0183
DESCRIPTIONS T L • ZS •os- DATE 919-773-0148 (FAX) DA E REVISIONS OF, 7 ~
S URVEYING DEVELOPMENT