20070169 Ver 1_Application_20070129

SUNGATE DESIGN GROUP, P.A.
Engineering • Landscape Architecture • Environmental
915 Jones Franklin Road
Raleigh, North Carolina 27606
Telephone: [phone]
Fac~O~~~C~v8
~o~ 9IGG ii
TO:
USACE
Raleigh Regulatory Field Office
WE ARE SENDING YOU ®Attached ^ Under separate cover via
^ Shop Drawings
^ Copy of letter
^ Prints
^ Change order
^ Plans
LETTER OF TRANSMITTAL
DATE: 1-26-07 JoB No. 1029-04104
ATTENTION: JOhri Thomas
RE:
Northern Annexation Sewer Main -PCN
Town of Carrboro, NC
the following items:
^ Samples ^ Specifications
COPIES DATE NO. DESCRIPTION
1 1/24/07 PCN Application Form
1 1/26/07 C-1-7 Construction Plans (11" x 17")
1 2/3/06 Jurisdictional Determination (Action ID: 200620403)
1 ea 1/27/06 Stream & Wetland Determination Supporting Documentation

.~ e ..
DENR ~ wATEI~ G1~1Al.IT'i
THESE ARE TRANSMITTED as checked below:
® For approval ^ Approved as submitted ^ Resubmit copies for approval
® For your use ^ Approved as noted ^ Submit copies for distribution
^ As requested ^ Returned for corrections ^ Return con•ected prints
® For review and comment ^
^ FOR BIDS DUE ^ PRINTS RETURNED AFTER LOAN TO US
REMARKS: John,
Attached are copies of the PCN application form, project plans on 11x17, Jurisdictional Determination and supporting
wetland and stream data for the Northeastern Annexation Area Sewer Main Extension project in Carrboro that we discussed
in our meeting at your office on 1/8/07. The construction plan shows the proposed sewer main extension alignment along
with our field surveyed location of the existing stream alignments, significant trees and other existing utilities, property
lines, etc. Per your suggestion we are transmitting a courtesy review copy of this submittal packet to NCDWQ. Please call
me if we need to visit the site, if you have any questions or need anything further in order to process this application.
Thank you for your help,
COPY To: NCDWQ,Roy Williford (TOC), H. Wells (SDG), file ~~ ~~ ~~ /J ~yy~ ~~
SIGNED: ~.~IE'Qit6l.O TT. %'/(•1fCddGt, 4"_
If enclosures are not as noted, kindly notify us at once.

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing ®URTE~l(
~~~~
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested
NWP 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. A licantInformation ~ L~~'~''~~~~Y~~ D
PP
,IAN `~ ~ 2~~7
1. Owner/Applicant Information (easement owner)
Name: Mr. Roy M. Williford, Planning Director u~~~tt~~
Mailing Address: Town of Carrboro Planning Department ~UN~
Town Hall
301 W. Main Street
Carrboro, NC
Telephone Number: 919-918-7325 Fax Number: 919-918-4454
E-mail Address: rwilliford(a,ci.carrboro.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Charles A. Musser, Jr., RLA
Company Affiliation: Sungate Design Group, PA
Mailing Address: 915 Jones Franklin Road
Raleigh, NC 27606
Telephone Number: 919-859-2243 Fax Number: 919-859-6258
E-mail Address: cmusser~a sun atg edesi~n.com
Page5of13

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 maybe 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 fmal 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: Northeast Annexation Area Sewer Main Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): Pin # 9870-30-5667, TMBL # 7.109..8
4. Location
County: Orange Nearest Town: Carrboro, NC
Subdivision name (include phase/lot number): UNC/Homestead Tract
Directions to site (include road numbers/names, landmarks, etc.): +/- 1000 feet NNE from
end of Red Foot Run in Lake Hogan Farms Subdivision. Begin +/- 900 foot proposed sewer
easement running NNE from existing sewer main adjacent to Bolin Creek.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): see attachment 1 °N see attachment 1 °W
6. Property size (acres): 63.082 (parcel)/ 0.620 (easement)
7. Name of nearest receiving body of water: Bolin Creek
8. River Basin: Cape Fear
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Wooded site with some cleared sewer, ag s and power utility
line easements. Existing residential land use on all adjoining_narcels.
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used: +/-900
feet of 12 inch sewer main extension to serve newly annexed existing residential properties in
NE Carrboro. Line will be installed and backfilled using tracked backhoe.
11. Explain the purpose of the proposed work: Town is required by state statute to extend
municipal services to newly annexed areas within 2 years of annexation date. Sewer, water,
waste disposal police protection etc. are all being_provided to the NE Annexation Area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USAGE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Jurisdictional Determination received from USACE, dated 02/03/06. USAGE Action ID:
200620403. __
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Aerial sewer main will be
installed at 3 stream crossings (1 on Bolin Creek & 2 on Unnamed Tributary to Bolin Creek)
with associated at-grade stream crossings for utility maintenance vehicles at each location.
Page 7 of 13

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list im acts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: None (in easement)_
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
1 Bolin Creek Aerial Sewer Perennial 25' 20' 0.012
2 UT to Bolin Creek Aerial Sewer Perennial 20' 20' 0.009
3 UT to Bolin Creek Aerial Sewer Perennial 15' 20' 0.007

Total Stream Impact (by length and acreage) 60' 0.028
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred~in~, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres) 0
Page 8 of 13

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.028
Wetland Impact (acres): NA
Open Water Impact (acres): -- - - NA
Total Impact to Waters of the U.S. (acres) 0.028
Total Stream Impact (linear feet): 60
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
NA
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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.
Easement location was chosen to avoid & minimize disturbance to the existing mature riparian
forest and maximize stream buffer width. Other alignments were constrained by steep
topography with shallow rock, riparian wetlands and restrictive powerline easement conflicts.
Aerial crossings were necessary since the existing sewer main invert is above the bed of Bolin
Creek. Crossings are perpendicular to the streams and all aerial lines will be encased in seamless
coated steel casings with no piers in the stream channels. All permanent utility access crossings
will be protected with stone placed below the existing stream channel grade and riparian
vegetation above OHW. Stream crossings for construction access will include temporary pipes
with rip-rap fill to exclude construction traffic in stream beds. Any trench dewatering will be
pumped to approved stilling basins placed away from stream buffer areas.
Page 9 of 13

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.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 maybe 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 USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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.
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.
NA
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Page 10 of 13

Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount ofNon-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. 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
3. 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 ^
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply .Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", 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.
* Impact Required
Zone , ___ __ r_ ,~ Multiplier *,~;,;, ~,;~„
1
2
Total
3 (2 for Catawba)
1.5
* Zone 1 extends out 30 feet perpendicular
additiona120 feet from the edge of Zone 1.
the top of the near bank of channel; Zone 2 extends an
Page 11 of 13

3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B ..0242 or .0244, .or_.0250_ __
NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
No impervious surfaces exist on the site and none will be installed by this project.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The project is the extension of an OWASA non-discharge sewer collection system that will
extend to an existing residential area presently served by on-site sewer (septic disposal facilities.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands: If no, please provide a short narrative description:
The project involves only the extension of municipal sewer service to an area of existing
residential development and is not sized or intended to allow for additional development or
increased density
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 12 of 13

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).
Access is limited to the south end of the project next to Bolin Creek via the existing Duke Power
easement. Permanent sewer easement is not allowed within the existing Duke Power easement.
The extension of sewer service by the Town of Carrboro to the newly annexed area is required
by State law. The route chosen is the shortest alignment available to the annexation area from the
existing sewer main that maintains a 50 foot setback from existing stream banks, avoids existing
wetlands and the majority of mature vegetation and crosses streams at 90 degrees.
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

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).
Access is limited to the south end of the project next to Bolin Creek via the existing Duke Power
easement Permanent sewer easement is not allowed within the existing Duke Power easement.
The extension of sewer service by the Town pf Carrboro to the newly annexed area is required
by State law The route chosen is the shortest aligmnent available to the annexation area from the
existing sewer main that maintains a 50 foot setback from existing stream banks, avoids existing
Page li of ] 3
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

ATTACHMENT 1
III. Project Information, 5. Site Coordinates:
**(for linear utility line with three crossings of distinct waterbodies)
Site A: Bolin Creek crossing
Latitude: 35.95123 Longitude: 79.08994
Site B: Unnamed Tributary to Bolin Creek crossing
Latitude: 35.95224 Longitude: 79.08946
Site C: Unnamed Tributary to Bolin Creek crossing
Latitude: 35.95295 Longitude: 79.08924
** Refer to plan sheet C-1 for project location of of Site A, B & C crossings.

r
SITE CONSTRUCTION
CLIENT: TOWN OF CARRBORO
301 W. MAIN ST
CARRBORO, NC 27510
919-918-7427
CONSTRUCTION DESIGN
TOWN OF CARRBORO
PLANNING DEPARTMENT
NE ANNEXATION AREA SEWER
PROJECT:
DESIGN TEAM
COORDINATOR:
LANDSCAPE ARCHITECT/ SUNGATE DESIGN GROUP, P.A.
CIVIL ENGINEER
915 JONES FRANKLIN ROAD
RALEIGH, NC 27606
919-859-2243
20070 169
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DATE: JANUARARY 26, 2007
INDEX OF DRAWINGS
Gl UNCMOMESTEAD TRACT PLAN
C-2 UNChi0ME5TEAD TRACT EROSION CONTROL PLAN
C-3 UNC/HOMESTEAD TRACT PLAWPROFILE
C-4 UNC/HOMESTEAD TRACT SITE DETAILS
C-5 UNVHOMESTEAD TRACT AERIAL SEWER CROSSING DETAILS
G6 UNC/HOMESTEAD TRACT OWASA DETAILS
C-7 UNdHOMESTEAD TRACT TEMPORARY CONSTRUCTION ACCESS ROUTE
VICINITY MAP
NTS
1 "11 \ ~~ ~J,.~~~V l ~1
NGT RfiI~EASED FQR CONSTRUCTION

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0 . 1. PrelercaMOrmlLOnaitlyn-serwrllnes snail bemmnar ra Hass Mbwwakr lines

Menerer Passible em shall M hN m pwvke a wNUlsepandm of M kazt IB irMes benre.n aid oWAOA.

' yperagynw l6¢tdN¢s p'are(I)oltide¢faNlyendosed shvtlllre',aM QQ Wi1AIn 300
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VICINITY MAP Imfdl¢adnA mnawamnahauapPtr
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joinm MbNanr<suh'nseM'g rdl k kph lerl'ae
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all tlewbaevreaseMfo mninstagpnms nsmah Mnsa ti Mywga urciMade eaMgdm mrryYeflonolpmjdi mmbaai BillMewllmhtlgtre
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E SE YJEA NAINS ANDOTXER UTILInES
I. Hcr¢anml Sepvnt en-PreferrcalN mal EOM'dan weernshallMansbleal¢
provimrlewt3betotharkoMalsepamtlonlwmoNer Wktic Menem possible. The tlhmrce
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2. VertiulSeWwdyn-PreferrcdMOmd CynaiBOn-Menarer Xis aecewary loranoaaradlq
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ftlbMlg p9m Nf lion, dl areasvAll MSlaetlb edgilg cond0on piprm mr~INm. •
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F. Sanihry6ewe Manholes'. NO wekr mbzhallMrwatl to pass NrauAh ar come In conhdwiN anY
pan¢fa serM mNwle.Amnimm a(Slad olhafaonml sepandanshallM minmketl MMeenwaler
mains ana sanbry seesrmnmlezprovier Nat Ne eDPNUhk provbbns of pampapn B, PenMd 11. rMC¢ntrMarb nsponsmk brfurnkhinA mtl mrerilnp Wllwow tawspupv nIDWamlhewpR
tomaapmwd forme badon bdimtedan Ne prgnl pansr.aMmweing er spnege Snell
conbmmlhe lamsl edNOn d'NGManvel on Unarm irfic Control Oeviwslar WOrk2ana.'

15. MtlkmNrareas notlnpapos•tl pavemnfsMllMregmikefy smbMZatlmemomance niN Me
seedid antlmntlsarw wecamli¢ne.

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PROTECTION FENCE
REVISIONS:
l NVA04cMeysAM¢p tm walamdaeweram, mDlaoennlwMim me usement Na~r plemnps
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TEMPORARY CONSTRUCTION
3
Y SHEET NO.
,wawuadhplw•nr,Ppovd m,nvl,ne,wdnp danlnnmarb. m<war mN, q,es.t -E EASEMENT

Lakiwr fz-IZns
F3 ~-~

GENERAL NOTES
QAY-IORE ~1 ~ 1. Auc°mwcA°osnagn<i"aw°raa"«»nn rn<ialedeaitl°xarxcpor smmaresa"e sp<afimNam
p~ 1^ = rorR°aaa."aswaerer,"a~xeoDrA°.awavsla"mmpra<d"es. n wl..ialmpaE.mamr.a<nallr.moor."leae"°1.emb<remavea°raemabnee. 0 5 0 50 1
RVA~ ~~ 2. CleerinA On lhls pmje6lsmll be pea<m»amme tlrtlb esmblaatl bYNCppi MNhoa ll. 22 The COmncrosshall Ce raspmsgel6ral wnstr~stlon aaking.
SITr ~T Z 3. ExhhiAAlilesnaleaallhalima°IlhalwNSUrveyerasMmlorzlxe,na@Aal,rype,aMr<latiu 03 CmstrucEpnsnginpantlecceastllribmbeeppmretlbyN<T°xnofLarrbompiermanysomlruction I~ ,,k#X,~~~••
1' • location onl, Thls lencmla tom remnswe'aven aaiv onsAe. PLMI\J
W W Q ThaC<mr.d°rbloptlebrmlm me exstenm and l°wW~on of all dNllhaeRwmtn yNe mrk eree.e YBlAei by
W G z6. al aexarmmo-amgn<naA<°nrormmma ]oleo aWASASmnmreaana sce<mmtl°m.
1 ~ ~ 6. me DOnlred<rm.fimr.aP°mld<rorchemwA<nawarrelamn<n emu mlbesaweramatl<n rwm
ma.PVmpn.m mAny aq<mx°rmmnnv Tn. conbactprS rePabeam au me NC a,<caA C<nmr zs. Tna c°man°rxdl«rnpgwu, me T<xm x<ise own"w, es ear<renced:
W•• 1lmo-ssz~ag69ianacwasAt919asesazpba<redgpmp. A. sea;<nstzPaNpd.ax<i<.fAmara.nnm931-Tnemlmwnaar.eea.r.emtalAmlmbna°r S&ENOfeS
eaapmmbaea waerma loregabg aea<mana ar<h.rebv aeaame ro de mbanal bmmia Ig
CAY-Q_EN~ ~ s. me cpmn<mremub«P°ndm<mr repaving°r rada<bganr aama9es °r ropmr<a etlliueslml :naA nor beew<zuve.
LANE •~ omuraadytha tlermlAOn°rwnamaian°cemaan Mature mtvmbaed to be abantlonW. (61 The apentlon oruse or Nrygl me blbvmg bds, machinery, oraquipnant, vhen sucn I. I"abAtemporary wnsnuNon emmmail amass poim mpeu0 rind sysmm. ProvieelerWwa lone
(~ <mntlonorux mXes pbce Q,<Nbbe Na)ulry eidoud5lmcMn; antl IN wilM1ln EW sbblllutlon antl permanem ve aame smdllratlonasainned me En rcz
N s. wlwmlrgm<n<nau bamam<raarce wen mnemsua.ana l°wlabnaamsaneregdamna mama 1<aldarwaentlalN6wupieaarenure lnatbnmmp. pgsaesa6n <rara paM craameb A by yna.r <n.llemumeaar<.s
ace<ir llom olNaappropnele I v<<nswco<na~aem m.wark m<ae°n.
g6vemmenm agency, OBACE, NCDOi, NCDENR, Tosm <fCanboro, respmsibb f6rme noiee al iswa;am ryq ebrsunsaan airy daY or bebm ]AO a.m.on
J 0 antl WJAS4 any tlayeawpl5unaeyaN berora 12:f0 mm~ on 6uMey. H<NBVar, Nls pohibitiansmll 2, Tenpowryt5Aa15Raaumems providetlon aecM1 Siae alstream croukms for pbreacmgon
R ~ 1. Ali tl'alurbetl sb maabl'eM ZNhin 2l wlaraar fw "°l°WNramnevrk mgamke plawanen eimrgenry basis tqr nealm arsamN reasons, tlemlemg, All projeademleanA t<bepxasua tbouphapprovetl Altmion eeace,such es silt bag,
pas mK days< mdagon ofeay phase<f arafianwrNaunMNkan rmnne pubk<sheet ryhl#wyby@a alRy PUrsuaMman <r°mertleace approved dyme En9inax.
Hl/eaa < F• mnsbumon.PH°mer aisWMdareas malt sbbll'IxetlwAAln lSVnrking&Ys°rW cel°ntleraay encroa3imenlagr<ament, li7ih<rwm, er Qa~me NoM Cemlru paparlmem of
.14a11WI4IL ~ ~ ryW,imever is ehoneN dN<mmplebon on anY PAeu ormnsWCg°n<r tlesMOpnrem. Tra~ormlbn. IAmam. 1116m691) -
p) EaRn moanp or clurkp pourer equipmam.
/~~P~ 8. Pillenaslo bemnAmtll<meamas spx'fatl onme plena Lana cbarbA aebas to be rem"vetllrom (a)Cnab saxs, bmsn<mers, vuod chipPen, or sknlmrparerequipm<m 1 \_i / / /
R(IAp ~ sib antl pmParMaizposeaaf bYae Wmmaor wl Wolb vame antl damolidon rtamrmml<ba N)Powersaxs lal POV.artlrrven mmmn arlaamemners ~ / // //'~i---~-' i~
dspmetl Nlnemraanu With apPliceda NCDENR-0WM Slaneartls. COnbadorb pmvtle u+emn / -~ / ~~ i
vadAwYOn of pwPerdepwal tq ovner. 26 WlcrosVmtion mell<onlormmill appllwde wmkbm of NCDENAtNJD Senion 681 General Wemr \\ // / /' /~ / i ~----' ~~'
pueliN CeMaamns and lJ3ACE Bevfion 164 Neaomdee Pemim. \ / / / / / i' / -~ i
VICINITY MAP 9 AAam<~PAa.rsaa.nammP°nryapdLm.aana,IbePr°ta~tlby<Rmnm. ,--;--~-___--, ;-
n.m..eaan.N mwmlmenaNa mng.lAnaa>.~eearwa by gNABAmaim<mnm wnmmaae \\ / // / /%'~/~
NTS 10. See preperallan ana<aanvgrksblb untleRaken untln the obunetlon NNe pr<gagaobcbniml nmas. 0.ny vstn unsdNhle amsexisgnp etme compMian of prdeamnstMbn vag be evelPNed bylh< \~/ / // / //// ji='--=%_--~ ==' ~
armor«undmand.wamannlaN me remmmerdaa<na imne Pgms°baunace LP°~m. pmiaagemamniwlengimaraM r<par<a as einaearamgagmmge.na°r ge°gne r.mm~mmantana
sueeble fillimledalorcroshm smna. / / / / //' ~~ ,--- ~
n. Tne c°mm~°remuk..pme Pr<ynw<aaread<anmeneranae,mea aabneaminim«. \ / / / / // / / /'- ---- ----~'
ter <mam°n amgmgane lmno<rery amaa<areaa sdllN ahraaasadema bva. aearmrla)mmme \ / / / / / /~ --'
m algae e<nanalroraaaces~mw araaaa eaagaab ror arorm~a-amrrv"°nin Prcrentsmnaing eamr on °.a~ersnbanamreasememmme emnedar... Arsssrwo be ualcee anlyma <blmy aadirecled. \ / / / // / ~---
aueawbpaa.r.asam to rtnal maenpgnao:mamaam lremaan. P<Imwoa w°ien ahr~nA<n,au anaa it mamreal<.aian"g<mam<n paarmwnsoucA<n. ---_~/ // / // /// / /I~ /
u. c<mrmmominilaa.neeciao-n / / //a / I -__
l l l~ ~~ \~ \\ ~ ~ \ ga.a.mamana PmP<M b<aa,rcmrormatlq"<bmmm rmmaeWay 1 I \ / / / / _-~----
1111\\\\\\\\\\\\ \ \ \ nee:~.vaY`syse"pai.oepM~ro~P,Pa°4'°clot,mmewls9s.Eriatln0aimaammlmoean°m I I I I\ \ / // / ///////b`/ l,~/ /'
1 \\\ \\\\\\\\ \\\ \ ~\ / I \ // / // //// / /
\ \ \\\\\\\\ \\\ \ \ 16. Tha camaaoria reap°nilde rornvnlenmA am mammmm9aoa<n.pre clpnag. r<mmelp ae...rk 1 I I 1 \ \ / / / / / ////// /` //
\ \ \ \\ \ \ \ mbecea°maa r<rmelgwhan mei<.moon Na Pmi•nPmn na. Allmnbwmp amalgmg. ahal \ / / /
\ \ \ \ \ \ \\ \ <<m6rmmm<lama<du<Pd•xcMamal Pn DNrom Tnrm c<nhol e.vb.a mrwNW m...• 1 1 \ / / / / / / / / \/
\\ \ \\\\\\\ \\ \ \ \ 1 \ 1 \ \ \ / / / // // / ,/^ ~~~
\ \ \ \\\ \\\ \ \ \ \ 15. Au eisartaa.rasn<t in goP°aedwe<mam analmWaamwilrammoxaabawprdalwa wlmin< 1 \ \ \ \\ ~.~ / / /////~ // --/ ~' ` -
\ \ \ \\ \ \\ \ \ \ \ \ \ \ \ a.emnpana Iona«ePe apmv.n'„na. \~\ \ ~ // // ~ _ \\ --~\
\ \ ~\\\ \ \\\\ \ \ \ 1s. sigmAwmRae<.namh<r mndsnpe Plains wmmme Pmiea.mrX.rr nave b.en mwrea em sn<rm \ \ \ \ \ --~' ~/ / / /// /~,,"gT~~ /' /®i ; \\ `-__\ \_
\ \ \ \ \\\ \ \\\\ \ l/\\\ mNa Pdns.Ae&bnalvegaabn mar•awamin m<deaana oMle Netnava nN bean shown. \ \ \\ \\ ---- ~/ // ////// ///"i^ / bENCE \- \
I °\I \ \\\VAVAVA \ VA1 A \ \ \\ \\ v, .vlwaPmmmpn mmmp maA bo mmlmna pn ma sea amW.P me workbmm emtl amlbe ~I \ \ ~v v-___----~ / // //// // / / ' --'V v~
\ ) \ sAe kmceni°n PrbrmmewmAmmd<wuPanry lcol la <metlubd. Tn.mnd"aural b<remmaa \ \\ --_ / // / //// / ~/' \ (-~/'-~\
I 1 I I / \ \ \\ \ \ 11 \ \ \ f / wi<rmnnal inW<ni<". \ ~\\ ~\- -''-'-- // ///%/ 1 / \J -_-~
/ / / I7 I / / I \ \\ 1 I I 1 1 \ ~ 1e. An onsg<P<*mam<e°n meahna mJatb.n<m prbrl°anr «mlwmon nmvav°nek. \ ~~\\ -'---~- ~_~~' //// // /// // / / -_--
/ / / / ~ ~ I I I I I I I `\.;/~~ I / 19. Sedirtantatl°n ena aroslon mMrolimmllzmnene apProvalb be obhlnetl Mmiavm En9neea prbrb `~~~ `-~--~ -_---- -_~~' / /// /// / / / /- ~-
~ / // I I v\ Nehmllon dam mna.elamminA anMN °nm<sne. v ~~ - ~~_----- ~//// / // / / / / _
/ /// / / / / / I I I I I/ \ I / ~~ ~~ _ --_ _- / / / /
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~' ~~/ /~_~~'/ 1 1 1\ 1 \ \I 1 11 111 / ' ~ `'.'~ \ ~~ ~ / ~`~\\\\~~~~'--- `~------''~ '- ~ / / '/' /// /-_--~ \ /
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\ \ \ ---- 1 \ 1 III I UrtIyy~_\j I 1 1 Y/, ' sTa s+~c a / ~'\\ \ /~;;\___ ~ p : / /~S6'.rftl / ' / - \ \\ \`I I
\\ \\ \\ \ /~-\ I /////) I I ^4.~1 I , ~ / I'POP ~24'POP~ \x4d30f~_-~~~~ ~~~_./ OP /^~~ 36'POP ~//// //tD'/.KILN/'// LTF E a ~-~\\\\\ /
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\ \ \\ ~o\ \ \\ ,TEMPIcpNS crlc{NI •PDP ° • INF lA'POP sc I ~ ~ / // / / / / / \\ \ \
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~ ' ~-' / / ~ 1 1 1 I / i
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Nf?T RELEASED F
0R C®NSTRUCTIOI~

20. fantreaor shall be mspgnslbm IumrrylynA>rlm NCDENR NPDEB requlrema"ts, Induct g, bul n<11lmaatl
mainminin0 nin gauge onab, tlocamenmaon al miNallemoums and tlates, inspeNam antl
melmm~anw demdm romromevius, veekly wporm ena any NM1erwppaal"A tlommeNallon as
requree.
LEGEND
WSIING PROPERTY LINE ~W ~p~W~.~W~W~W~W~. UMfTS OF DISTURBANCE
p_ EAmNG avaINFAD
MUTY ~ m~~~
TREE PROTECTION FENCE
---r- FASTING EASEMENT
O FASTING TREE 111MORARY SILT FENCE

-- ~R -
WSTING WATERS EDGE 18
STREAM BANR
® PT° CONTROL POINT
ss- EXI517NG SANITARY

SEWER LINE ~_ pROPOSED MANHOLE
MH-D
----------~------ STREAM CENTERLINE ~. 0 ~ BORINGS LOCATIONS
f ~ MY CONSTRUCTION ~ FUE PROPOSED UTILITY
EASEMEM
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ORAWIND NAMf:
~ NANNEX078D02
~ DATE:
S D1tAWN R1':
JRH, W0M
a REVIEWED BI':
gg WHW, G4M
i REVISIONS:
~ISHE~

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C-4

AERIAL PIPE CROSSING
GENERAL NOTES
I. NL NAiEAtAS GiILIZEp Ow IIESE pEIAIL BHEEr6 ExAtl CUFCAH r0 IHE
APRBff0.1AiE SfL111NS BF THE OYgSA SiAla0.90 SPE[IF1GiIM5 xNI.E55 NOrFL
orlEmisE IEAEIx.
2. AE6EPn INE3 JG[Ni PIPE PNp flrt[xGE $HWL LPBSISr GF BOL1E0 AEiAINER AINGS
ANO YELGEp IEiAiHEA BARB (P BOLSLES6 TYPE IMILN INLLiAE OUCIILE IAON
LOC/ING SEDENiS 0.NG INCA AETPINEAS. BRiS FAA AfSrAAfhF- xpiN15 IIF
APPL[CA6tF1 SHALL CONFpM i0 AYS[ 31 A.2. Af411UlNEp PIPE 0.40 F15rINP3 SYNLt
BE FLFA~AING OA LM-PING ivPE WINBS AS NNaFALSUflEp BY APEAICAN CAST IAGN
PIPE [0.1 iA FLE% a5 NRnGAC1NEG BY M PIPE. BGLI~LM AS NAnUFALiffEA BY
GAIFFEN PIPE PAOWCrS. I6 EWAL.
J. CGNCFEFE PApPEAiIES SHALL BE AS FGLLOYS~
LCNLAEFE LGNPRE6SIYE SlflEfarN ~ 10pA PSI
NCNINAL BLGNP • 1 INCHES
VaiEAr[ENFNBIiOUb IWEEfl1AL5 AAr10 • 0.451MAN1
PIP COMENi ~ 6% • 1.52
WNCAErE SHALL BE (ANP05m OF CFYFNi. YAiEA. LG0.REE AGGFEGPIEb. FINE
AG[AEWBES Ala PIP, CENEM SNW.L BE TYPE VII w 11 IN A[CUAOAN[E NIrN ASiN
0152. NA1EAfA PEW IAENENIS FGA ALL ftNF 0.'W L4AASE AFdflE6AtE5 54ALL
MNFOPM 10 ABM C~31. LpPASE aGCAEGAIE SHALL BE 512E M1. 51 OA 61. A4
APPAOVEG LLA55 'F' FLYASH HAY BE SUBSiINiFA f0A AN E-0UAL ANGWYr IIF LJkNr
Bi VEIGNE UP r0 2F..
1.ALL EMPG6Ep CW[AETE fOANERb SHALL BE LHaEEAEp ]/1'.
5, [@iYEMiIGNAL PfINFOMIlIG S1ELL 51YdL LpKGAN ip ASiN A615 6AAGE M Ala
SHALL NE PLACED IN ALtOApfNLE Yl1H 'AEGGMIENGEO PAa[iltE PoA PIaCING
AEMFNALING BARS' IIABESi m1tI0Nl 96 PII~ISHf- BY iME LGNLREIF AE[NFOACIN4
INSiIiNEE. SPLICES SHALL ff EUSS 'B' CRFGANING 10 THE RaV151pN5 GF AL[
31A ~ 'BGILOIIG LOGE AEp01AE1EMS FOfl AEEPSGALEO [GN[AEiE'.
6. NEGPAEPE BEMIaa PAGE 6Hall BE FWNIEG FACM PAVIWISIY GNVLLLANIEEO. 100%
VIALIN NEGPAEIE. YJM OUAGlEIEA HYRGNE55 ~ 50.
1. PIIfS SHALL BE BigU[NAAt STEEL IP12M5J PIIS PYO 9Y11 CMFGAn i0 111E
AEGUTAENENIE ff ASiM A36. PIIEE SINLL BE MIVEN i0 ffPIHS REOUIREO iG
3BFAIx AN ULTIMATE REAPING CAPACITY pF MIF lESE rWM NO iiNE91HE Gf51GN
LOApING GF 3A RaS. PILEA 9ULL PENEIAAFE A NINIWM ff FIFTEEN FEET IN10
UMLS/MBEp SOIL. IN pAlViaa PILES. A HETNW APPAOIfp BY rNE ENGIIFEA SHx11
BE UFEp YNEAE3Y THE NEAP ff THE PILE IE fm GANAGFD. IF tilaE51E0 AY LIE
EnINEEA~ PILES SPALL AE iE51E0 ip pEBEANIIE iNE LLTEM9IE GPACItt OF BHE
PILES. THE NETHa GF LOAG rE511N6 SHALL CIWCAN r0 F6R1 011X3 ANO THE NRirN
LA9]LINA BiAA BJILOINL LOff. VHEAE PILES fXE EMPOSEp. PILES SHALL AE
Pnlweo axomn outeo IN ALmxoaxLE Yux rtE Gitt ~LIFlLanpxs.
AERIAL PIPE CROSSING GENERAL NOTES
N15 DRAWING NUM: S-10
P~FnShx' 0R- PICA ELMS 1
AIP~.AAP SLME
pIP ENWIFA PRE VIAL P E[rlM.tt NPoINIE, rY
WSIAAIIF- AIM FIRI [NCIErE PIM
BEIYIDI xavNBlFS III
FE nrE . I ~ Ala, WA
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mM w vxnn le
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qPP
Fq SL®f PAOA[rIM SHALL AF 4A55 1 Y.NUE SAEL PIPE Is L&G FM EWAIFA PIA. AiEd
W IN xL[6°ONEE YI1N RL1[M B)6 ff RE EWFIEA PIPE S1W1 AF INSittLF-MLRIW PIPf
NMM GaIeLIMIP IRPRAIIflR~ IRLAIAiIAN'S ALIFHYA'f LYI[ES SPACED YIMIX PIPE AI =Li~F¢s
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WIYING n4.Al A IHF NWIH LPALLIMA
[tPWRFM A IMWPMFATIM'E 'nAOYAY
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z AERIAL PIPE CROSSING TYPICAL PLAN
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To.OW RI. PAIMII0 qF LINING ANgL BE AS AEANIAEO
AY LIE Ovl6A SrNgPW SPFEIFI[AIIONS,
2. W[rllE LAM PIR SNYl W 9RPWIF- YIIN rYp
WIAPS Ai REAY JB~I rXl Y]rNIX IIF LASIAG PIR' YSMG
~Y~ o'N a wIM. ~ AAAYIn E E.
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EMPG~ 91PP6915.
AERIAL PIPE CROSSING STEEL CASING
' ~ PIPE ELEVATION
45 M5 DRAWING NUM S72
ErI~mW~LwxE
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AERIAL PIPE CROSSING TYPICAL
4 PIPE SECTION AND ELEVATION
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s AERIAL PIPE CROSSING CONCRETE PIER
45 Nrs DRAWING NUM s-u
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WYMG •l [IANJA
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s AERIAL PIPE CROSSING CASING PILE CAP
45 NTS DRAWING NUM: S-15
NLrfS~
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45 ~ DRAWING NUM: S-16
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AERIAL PIPE CROSSING CONCRETE
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- U.S. ARMY CORPS OF ENGINEERS
WII,MINGTON DISTRICT ,.,. !'
~00~0 169 ~^
Action ID: 200620403 County. Orange
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Ms. Nancy D. Suttenfield, Vice Chancellor for Finanace and Administration
University of North Carolina at Chapel Hill
Mailing Address: 300 South Building, Campus Box 1000
Chapel Hill, North Carolina 27599 Telephone No.: [phone]
Authorized Agent: Mr. Charles A. Musser, Jr.
Sungate Design Group, P.A.
Mailing Address: 915 Jones Franklin Road
Raleigh, North Carolina 27606 Telephone No.: [phone]
ProUerty / Project Area DescriUtion:
Size (acres): +/-1 Nearest Town: Chapel Bill
USGS Quad: Chapel Hill Site Coordinates: 35.9525 °N 79.0890 °W
River Basin: Cape Fear HUC: 03030002
Nearest Waterway: Bolin Creek
Location (road name/number, intersection, etc.): The project area is located approximately 1,000 feet west of
the intersection of SR 1777 and SR 1729, north of Chapel Hill, North Carolina. This determination is limited
to 40-foot sanitary sewer easement for the Town of Carrboro's Northeastern Annexation Area Sewer Main
Extension Project.
Indicate Which of the Following Apply:
^ Based on preliminary information, there maybe waters of the U.S., to include wetlands, on the above described
property. We strongly suggest you have this property inspected to determine the extent of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
This preliminary determination is not an appealable action under the Regulatory Program Administrative
Appeal Process (Reference 33 CFR Part 331).
^ There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination maybe relied upon for a period not
to exceed five years from the date of this notification.
® There are waters of the U.S. on the above described project area subject to the permit requirements. of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
^ We strongly suggest you have the waters of the U.S., to include wetlands, on your property delineated.
Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this
wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant.
To be considered final, any delineation must be verified by the Corps.
® The waters of the U.S. on your project area have been delineated and the delineation has been verified by
the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas
- Page 1 of 2

subject to CWA jurisdiction on your property which, provided there is no change in the law or our published
regulations, maybe relied upon for a period not to exceed five years.
^ The waters of the U.S., to include wetlands, have been delineated and surveyed and are accurately depicted
on the plat signed by the Corps Regulatory Official identified below on 02/03/2006. Unless there is a change in
the law or our published regulations, this determination maybe relied upon for a period not to exceed five years
from the date of this notification.
^ There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act. (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination maybe relied upon for a period not to exceed five years
from the date of this notification.
^ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (LAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Basis of Jurisdictional Determination: The project site contains Bolin Creek and an unnamed tributary to
Bolin Creek, which flow into New Hope Creek, a tributary to the Cape Fear River, a navigable waterway.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination attd/or the Corps regulatory program, please contact Todd Tugwell at
telephone [phone], ext 26.
Additional Remarks: The stream channels on the site have been surveyed, but the survey has not been signed
by the Corps of Engineers. Nevertheless, the survey may be used for the submittal of a PCN application.
Corps Regulatory
Date: 02/03/06 Expira'~ion Date: 02/03/11
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form(s) must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form
Page 2 of 2

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Applicant: Ms. Nancy D. Suttenfield, Vice File Number: 200620403 Date: 02/03/06
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
fiFC'TTOI~T T -' Thy iollo~~in~ id~ntifics ~ our rights alid bpti~~ns re,~ardin~~ an adniiiiistrati~~~ appeal ~,f; tllc, atio~~C
~: hc' ~Oll1j~1 ~t 1]tt}~:,';~11~«b'.L1SC1CC.111'lll~.lllll. 11]Ct~iUl7Ctl(>115,C~~~'CCCl4'(]~rC~'l~r
~I~C~ti1011. .-~C1~11~101131.1t1101'lllatl011 1112i
_
(,~~r,sl~~ulailon~~~lt' ~3~C.l~R Part 31. ~ ~: _ .
A: INITIAL PROFFERED PERMIT: You may. accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Pernut or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the pemut (Standard or LOP) because of certain terms and conditions therein, you may request that the
perrnit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having deterniined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the perrnit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain tem7s and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which maybe appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.

SLC;~IION Il Ii~;~l TEST I,QR._~L'1?T~~L ~r (~B.TI/CIIU~S TQ ~?~T~~TITI~L I'RUI,l~LlLll I'I.R'~1TT~
--_
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
:.:POINT UF.~C'OI`ti 1'1~~C T~l~'(~R'~(~[?~STIOI~S` UR INFORM~TIQN:~- ,,, , ,. ~~ ~:` ' ~ ~ ~-~ . ~ ~ ~~, ~ ~ ~ .
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Todd Tugwell Mr. Michael Bell, Administrative Appeal Review Officer
Raleigh Regulatory Field Office CESAD-ET-CO-R
US Army Corps of Engineers U.S. Army Corps of Engineers, South Atlantic Division
6508 Falls of the Neuse Road, Suite 120 60 Forsyth Street, Room 9M15
Raleigh, North Carolina 27615 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490