20071239 Ver 1_401 Application_20070707

~~~~ _~ _ C
A S S O C I A T E S
July 16, 2007
Loretta B eckwith
US Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
Dear Ms. Beckwith:
47-1238
~~a
.IUL 1 ~ 2007
:it:id r; - WAl >=F2 QUALITY
w~Tt~r~as nvn sros~vAr~R !
PAYMENT
RECEIVED
RE: Nationwide Permit
Hendersonville Road/NC 191 Water Lines
City of Asheville Water Resources Department
Buncombe County, North Carolina
On behalf of the City of Asheville Water Resources Department, please fmd enclosed two
(2) copies of a Nationwide Permit Application Form and two (2) copies each of 8 '/z" x 11"
drawings for sub-aqueous creek crossings proposed for the above referenced projects. In
general, the project consists of the installation of approximately 15,000 lineal feet of 24-inch
water line and appurtenances on Hendersonville Road (US 25) and 13,000 lineal feet of 24-inch
water line and appurtenances on Brevard Road (NC 191} and Clayton Road (SR 3501). The
purpose for the projects is to replace old, undersized water lines and provide public water service
to areas currently not served.
We look forward to your timely review and approval of this application. If you have any
questions or require further information please do not hesitate to call.
Sincerely,
McGI ASSOCIATES, P.A. ~
~_
GORDON H. WILSON, Engineering Technician
Enclosures
cc: David Hanks, Director, City of Asheville Water Resources Department
Jeff Bishop, P.E.
Mike Dowd, P.E.
Harry Buckner, P.E.
NCDENR DWQ 401 Wetlands Unit w/ 7 enclosures and check for review fees
Kevin Barnette, NCDENR ARO w/ 1 enclosures
David McHenry, NCWRC, MRC w/ 1 enclosures
Brian Cole, US Fish and Wildlife Service, w/ 1 enclosures
P:\2007\07554\CO S PERMITS HENRERSONVILLE AND N 191\CORPS BECKWITH.DOC
Engineering ~lanning Finance
A4cGi11 .9ssociales, P. A. P. O. Box 2259, Asheville, NC 28502 5~ Broad Sn~ee1, Asheville, NC 28801
828-252-0575 Fax: 828-2 i2-2518

07-1239
Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(lf any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing PAYMENT
1. Check all of the approval(s) requested for this project: RE(;E~VE~
® 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:
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), the
~~~
II. Applicant Information
JUL ~ ~ 2007
1. Owner/Applicant Information or_N~ - wAr~R QuAUrv
Name: City of Asheville Water Resources Department David Hanksl~~DSrorra,iweT+,
Mailing Address: P. O. Box 7148
Asheville, NC 28802
Telephone Number:~828) 259-5955 Fax Number:_ [phone]
E-mail Address: dhanksnashevillenc.gov
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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-snail Address:
Updated 11/1/2005
Page 5 of 14

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: 2007 Water System Improvements
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): SEE ATTACHED
4. Location
County: Buncombe Nearest Town: Asheville
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):
SEE LOCATION MAPS
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 ATTACHED LIST
6. Property size (acres): SEE ATTACHED LIST
7. Name of nearest receiving body of water: SEE ATTACHED LIST
8. River Basin: French Broad
(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: SEE ATTACHED LIST
Updated 11/1/2005
Page 6 of 14

10. Describe the overall project in detail, including the type of equipment to be used:
This project consists of the installation of approximately 16,000 lineal feet of 24"ductile iron
water line along Hendersonville Road (US 25) from Mills Gap Road (SR 2156) to Buck
Shoals Road (SR 3526) and 12 000 lineal feet of 24" ductile iron water line along Brevard
Road (NC 191) from the entrance to the Blue Ridge Parkway to Clayton Road (SR 3501)
continuing along Clayton Road to the main entrance to Biltmore Baptist Church. The
construction will be accomplished with a track excavator along with rubber tire loading and
hauling equipment.
11. Explain the purpose of the proposed work: Construction of public water supply water
lines
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.LP. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
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
Updated l l/1/2005
Page 7 of 14

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: Water line creek crossings
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For darns,
separately list impacts due to both structure and flooding.
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
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
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 Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
1 Dingle Creek Ditching P 10 10 0.002
2 U.T. Powell Crk Ditching P 5 10 0.001
3 U.T. Powell Crk Ditching P 5 10 0.001
4 U.T. Powell Crk Ditching P 15 10 0.003
5 Bent Creek Ditching P 15 15 0.005
6 U.T. French Broad Ditching P 5 10 0.001
River
~ U.T. French Broad Ditching P 5 10 0.001
River
8 Ortin Branch Ditching P 10 10 0.002
Updated 11/1/2005
Page 8 of 14

9 Ashley Branch Ditching P 10 10 0.002
10 Clayton Creek Ditching P 10 10 0.002
Total Stream Impact (by length and acreage} 105 0.02
5. 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, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number

(indicate on map)
Name of Waterbody
(if applicable)
T e of Im act
~ p Type of Waterbody
lake and estu ,bay,
( ~ P ~ ary, sound
ocean, etc.) Area of
Impact

(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.02
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 0.02
Total Stream Impact (linear feet): 105
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 USACE.
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
Updated 11/1/2005
Page 9 of 14

VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
inforYrlation 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. Based on the proiect's location
the stream crossing shown is necessary. To the extent possible, the crossing will be performed
perpendicular to the stream. Stream banks will be stabilized using rip-rap below the high water
line and native vegetation above the high water line. Proper erosion and sedimentation measures
(silt fencing etc.) will be taken to minimize impacts.
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 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 USACE 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 inay also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
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.
Updated 11/1/2005
Page 10 of 14

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://www.nceep.net/pages/inlieureplace.htin. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
lx. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/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 ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs inay 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
Updated 11/1/2005
Page 11 of 14

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.
Zone* (square feet) Multiplier M ligation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone ] .
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 .0260.
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.
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.
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 anafter-the-fact permit application? Yes ^ No
XN. 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
Updated ] 1/1/2005
Page 12 of 14

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:
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
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).
L=
~- ~; ~~
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 14

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HENDERSONVILLE ROAD PROJECT VICINITY MAP
APPLICANT: PROJECT:
CITY OF ASHEVILLE WATER SYSTEM IMPROVEMENTS
WATER RESOURCES DEPARTMENT
P. O. BOX 7146 ADJACENT PROPERTY OWNERS:
ASHEVILLE. NC 28802
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
LOCATION:
55 BROAD STREET •
ASHEVII,LE, NC
YH. [phone]
FAX [phone]
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA A S S O C I A T L S
SCALE: NONE DATE: JULY 2007 SHEET 1 OF 18 ffidGII~TG•PLANNIIdG•FII~TANCB

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APPLICANT:
CITY OF ASHEVIUF
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE. NC 28802
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
I LOCATION:
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BREVARD ROAD PROJECT VICINITY MAP
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
COUNTY: STATE:
BUNCOMBE NORTH CAI
SCALE: NONE DATE: JULY 2007
55 BROAD STREET .
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,'~• - ^ c0,~ P~~ ' ~~' `~,~ CREEK CROSSING NO 4 _ v~ ~,` --~ ~ ~ ~~ -
+Ia i~R~ ~
is 1~ ~ . ~ __ . ~ - _ .. y ~ ~~ -- ~' i~. - - i~TackS -. ~ . •
HENDERSONVILLE ROAD PROJECT LOCATION MAP
APPLICANT: PROJECT:
CITY OF ASHEVILLE WATER SYSTEM IMPROVEMENTS
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148 ADJACENT PROPERTY OWNERS:
ASHEVILI~. NC 28802
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
I LOCATION:
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
SCALE: NONE DATE: JULY 2007 SHEET 3 OF 18
55 BROAD STREET •
ASHEVILI.E, NC
PH. [phone]
FAX [phone]
A S S O C I A T$ S
SNGII~TE6RING• PIaNNING• FINANCE

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~'~ ~-CREEK CROSSING N0.8 _ ~ ~' ~ ~. ~._ ~ ~ ~y ~ '$ ~ 4;
fl~ `~ ~ ~f~,~,_ ~ _ .v~'F: ~ ; . ,r.'~F~ CREEK CROSSING NO.9 , ~w~ ;~'
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APPLICANT:
CITY OF ASHEVILlE
WATER RESOURCES DEPARTMENT
P. O. BOX 7148
ASHEVILIE. NC 28802
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
I LOCATION:
(COUNTY:
~ SCAIE: NONE
BREVARD ROAD PROJECT LOCATION MAP
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
STATE:
DATE: JULY 2007
55 BROAD STRUT •
ASHEVILLE, NC
PH. [phone]
FAX [phone]
A S S O C I A T E S
SHEET 4 OF 18 SNGINE6RIIdG•PLANNING•FII+TANC&

~_

PROPOSED ~
24" WATER LINE / / ~- _-
_~-
_~ ~/ / ~ _~
~- c,Jv/ / -~ E ROAD ~U•S' ?5
HENDERSON~~
~ ~°/ /
H EAj1W-Ate / /
_ ASPHALT DRIVE
G~~~~
Q\~G~.~'
RETAINING WALL
CONCRETE CURB AND GUTTER
965513149938
FTB LLC
2083 0575
CREEK CROSSING NO. 1
APPLICANT:
CITY OF ASHEVILLE
iWATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
1. FTB, LLC.
LOCATION:
CROSSING DINGLE CREEK ON THE WEST SIDE OF HENDERSONVILLE ss BRO. s~sT •
ROAD (U.S. 25) APPROXIMATELY 450 FEET SOUTH OF MILLS GAP `~~~'~' Nc
PH. [phone]
ROAD IN THE SKYLAND AREA OF BUNCOMBE COUNTY F.ax(s2s)252-zsis
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA A S S O C I A T E S
SCALE: 1 "= 40' DATE: JULY 2007 SHEET 5 OF 18 ENGINEERING • PLANNING • FINANCE

G ~
.~
.~
O~
PROPOSED ~'~
24" WATER LINE \~F`,~
~~ HENDERSONVILLE ROAD (U.S. 25)
~G
<L
~~
~ HEADWALL
Q
a 965517005374
~ ARDEN OPHTHALMOLOGY ASSOC
Q
1831 0281
CREEK CROSSING NO.2
APPLICANT:
CITY OF ASHEVILLE
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
LOCATION:
CROSSING U.T. OF POWELL CREEK ON THE WEST SIDE OF HENDERSONVILLE
ROAD (U.S. 25) APPROXIMATELY 0.58 MILES SOUTH OF MILLS GAP ROAD
IN THE SKYLAND AREA OF BUNCOMBE COUNTY
COUNTY: STATE:
BUNCOMBE -NORTH CAROLINA
SCALE: 1 "= 40' DATE: JULY 2007 SHEET 6 OF 18
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
1. FTB, LLC.
55 BROAD STREET .
ASHEVII LE, NC
rx. (s28> 2s2-os~s
FAX [phone]
A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE

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O~
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PROPOSED
24" WATER LINE ~~~~ ~V S• 25~
\~ ~ P~
ONN R
\~ H ~~RS /
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965405075690
IA POWER & LIGHT CO
0828 0221

CREEK CROSSING NO. 3
APPLICANT:
CITY OF ASHEVILLE
(WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
', PROPOSED CONSTRUCTION:
24-INCH WATER LINE
LOCATION:
CROSSING U.T. OF POWELL CREEK ON THE WEST SIDE OF HENDERSONVILLE
ROAD (U.S. 25) APPROXIMATELY 480 FEET NORTH OF LONG SHOALS ROAD
(NC 146)IN THE SKYLAND AREA OF BUNCOMBE COUNTY
COUNTY:
BUNCOMBE
SCALE: 1 °= 40'
STATE:
DATE: JULY 2007 ~ SHEET 7 OF 18
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
1. CAROLINA POWER & LIGHT CO.
55 BROAD STREET .
ASHEVII.LE, NC
PH. [phone]
FAx (s28> zsz-uia
A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE

Y
W
W
U
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O
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PROPOSED
24" WATER LINE

~~~._
//~
~~ NDERSpNVILLE R~ ~u •S' 25

~ / ~-
I ' 9 6 541 3231 6 34
HUBBELL REALTY
DEVELOPMENT CORP
1805 0108
CREEK CROSSING NO. 4
APPLICANT:
CITY OF ASHEVILLE
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUCTION:
124-INCH WATER LINE
LOCATION:
CROSSING U.T. OF POWELL CREEK ON THE WEST SIDE OF HENDERSONVILLE
ROAD (U.S. 25) APPROXIMATELY 0.45 MILES SOUTH OF LONG SHOALS
ROAD (NC 146) IN THE SKYLAND AREA OF BUNCOMBE COUNTY
COUNTY: I STATE:
SCALE: 1 "= 40' ~ DATE: JULY 2007 ~ SHEET 8 OF 18
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
1. HUBBELL REALTY DEVELOPMENT CORP.
55 BROAD STREET •
ASHEVII.L.E, NC
PH. [phone]
FAX [phone]
A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE

963501076196
BILTMORE FARMS INC
1222 os45 ~ PROPOSED
z 24" WATER LINE
3 m
O
ROW ~
BREVARD ROAD (NC 1 g~~ BRIDGE -
~~
~~
V
~Z
CREEK CROSSING NO. 5
APPLICANT: PROJECT:
CITY OF ASHEVILLE WATER SYSTEM IMPROVEMENTS
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148 ADJACENT PROPERTY OWNERS:
ASHEVILLE, NC 28802 1. NCDOT
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
LOCATION:
CROSSING BENT CREEK ON THE EAST SIDE OF BREVARD ROAD (NC 55 BROAD STREET' ~
ASHEVII_LE, NC
191) APPROXIMATELY 820 FEET NORTH OF THE BLUE RIDGE PARKWAY pg, (g28) 252-0575
OVERPASS IN THE BENT CREEK AREA OF BUNCOMBE COUNTY FAX [phone]
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA A S S O C I A T E S
SCALE: 1 "= 40' DATE: JULY 2007 SHEET 9 OF 18 ENGINEERING • PLANNING • FINANCE

~`~~
FRENCH BROAD RIVER
~ HEADWALL
~~ -
BREVARD ROAD ~ ~ ~,,
(NC 191)
U. T-CH BRO
PROPOSED Ap RSV
24" WATER LINE ~ ER
CREEK CROSSING NO. 6
APPLICANT:
CITY OF ASHEVILLE
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUC110N:
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
I24-INCH WATER LINE
'LOCATION:
CROSSING U.T. OF 1NE FRENCH BROAD RIVER ON THE EAST SIDE OF
BREVARD ROAD (NC 191) APPROXIMATELY 900 FEET SOUTH OF 1NE BLUE
RIDGE PARKWAY OVERPASS IN 111E BENT CREEK AREA OF BUNCOMBE COUNT
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
SCALE: 1"= 40' DATE: JULY 2007 SHEET 10 OF 18
55 BROAD STREET •
ASHEVII.LE, NC
PH. [phone]
Fax (aza) u2-zsis
A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE

~~~
__ ~_ FRENCH BROAD RIVER _/
--
~.
/ /~
HEADWALL , , 4~_ ---
BREVARD ROAD (NC 191) ~~~~
~ p,0 R .
6R
~~N~N
~/
CREEK CROSSING NO. 7
APPLICANT:
CITY OF ASHEVILLE
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUCTION:
124-INCH WATER LINE
LOCATION:
CROSSING U.T. OF THE FRENCH BROAD RIVER ON THE EAST SIDE OF
BREVARD ROAD (NC 191) APPROXIMATELY .061 MILES SOUTH OF THE BLUE
RIDGE PARKWAY OVERPASS IN THE BENT CREEK AREA OF BUNCOMBE COUN'
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
SCALE: 1 "= 40' DATE: JULY 2007 SHEET 11 OF 18
PROPOSED
24" WATER LINE
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
55 BROAD STREET •
ASHEVII.LE, NC
PH. [phone]
FAX [phone]
A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE

PROPOSED
24" WATER LINE
B
~~'~RO GETTYS JR3ROBT1 A9& ANNE G
R., ~~co nen~
I~
z
Q]
z
I~
n
CREEK CROSSING NO. 8
APPLICANT:
CITY OF ASHEVILLE
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
LOCATION:
CROSSING ORT1N BRANCH ON THE EAST SIDE OF BREVARD ROAD (NC
191) APPROXIMATELY 0.94 MILES SOUTH OF THE BLUE RIDGE PARKWAY
OVERPASS IN THE BENT CREEK AREA OF BUNCOMBE COUNTY
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
SCALE: 1"= 40~ DATE: JULY 2007 SHEET 12 OF 18
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
1. ROBERT A. AND ANNE G. GETTYS
55 BROAD STREET •
ASHEVII.L.S, NC
PFI. [phone]
FAX [phone]
A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE

963518329327
LEICHT CAROL A &SHERRI L
\ 1705 01.83
PROPOSED
24" WATER LINE
~< ~
HEADWAY \LF~'
0P ASR 351,
CLP~DN R
vJ,
~~
~~
-~~
~ti
CREEK CROSSING NO. 9
APPLICANT:
CITY OF ASHEVILLE
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUCTION:
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
1. CAROL A. AND SHERRI L. LEICHT
124-INCH WATER LINE
LOCATION:
CROSSING ASHLEY BRANCH ON THE NORTH SIDE OF CLAYTON ROAD
(SR 3510) APPROXIMATELY 200 FEET EAST OF BREVARD ROAD (NC
191)IN THE AVERYS CREEK AREA OF BUNCOMBE COUNTY
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
SCALE: 1 "= 40' DATE: JULY 2007 SHEET 13 OF 18
55 BROAD STREET •
ASHEVII..LE, NC
PH. [phone]
FAX [phone]
A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE

\ 963504526756
ASHEVILLE FIREFIGHTERS ASSOCIATION
2909 0670
PROPOSED
24" WATER LINE
~~\
~_ HEADWALL ~~c~(~ _
CLAYTON ROAD (SR 3501) ~~~~
. CLAYTON C
REEK
CREEK CROSSING NO. 10
APPLICANT:
CITY OF ASHEVILLE
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUCTION:
~ 24-INCH WATER LINE
LOCATION:
'CROSSING CLAYTON CREEK ON THE NORTH SIDE OF CLAYTON ROAD
(SR 3510) APPROXIMATELY .035 MILES EAST OF BREVARD ROAD
(NC 191) IN THE AVERYS CREEK AREA OF BUNCOMBE COUNTY
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
SCALE: 1 "= 40' DATE: JULY 2007 SHEET 14 OF 18
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
1. ASHEVILLE FIREFIGHTERS ASSOCIATION
55 BROAD STREET •
ASHEVII.LE, NC
PH. [phone]
FAX [phone]
A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE

RESLOPE EXISTING STREAM BANK TO ORIGINAL-
CONTOURS AND STABILIZE WITH NATIVE PLANT
SEED MIX PER EROSION CONTROL NOTES (TYP)
ANCHOR FABRIC
INTO EARTH FILL
FLTER FABRIC-
MIRAFI 140N OR
APPROVED RESTRAINT DEVICE
MEGALUG OR EQUAL
NATIVE STONE OR CLASS "B"
RIP RAP MIN. 8" THICKNESS
NORMAL STREAM LEVEL 2' MAX.
~.
CLASS "A"
RIP RAP
~~
DUCTILE IRON PIPE
vx~s
NATIVE STONE OR CLASS "B"
RIP RAP MIN. B" THICKNESS
TRENCH WALLS
FILTER FABRIC
MIRAFI 140N OR
EQUAL.
s rl.
APPROVED RESTRAINT DEVICE
MEGALUG OR EQUAL
~~ - - (
CLASS "A"
RIP-RAP DUCTILE IRON PIPE
NOTES:
1. CONTRACTOR SHALL RESTRAIN AT LEAST 3
JOINTS PAST THE LAST FITTING AT THE TOP
OF THE BANK OR AS SPECIFIED BY ENGINEER.
2 APPROVED RESTRAINING DEVICES INCLUDE
RETAINING GLANDS (MEGALUGS), FIELD LOCK
GASKETS AND RESTRAINT SYSTEMS PROVIDED
BY APPROVED PIPE MANUFACTURERS.
3. SEE OTHER DETAILS FOR ADDITIONAL
EROSION CONTROL MEASURES RELATED
TO CREEK CROSSING.
WATER LINE CREEK CROSSING
(NO FERTILIZER TO BE USED WITHIN 10' OF BANK)
APPLICANT:
CITY OF ASHEVILLE
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
LOCATION:
55 BROAD STREET
ASHEVII.LE, NC
PH. [phone]
FAX [phone]
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA A S S O C I A T E S
SCALE: NONE DATE: JULY 2007 SHEET 15 OF 18 ENGINEERING•PLANNING•FINANCE

B~
EXISTING CREEK
SAND BAG BERM
TEMPORARY PIPE
(SIZED TO CARRY NORMAL FLOW)
w
INSTALL PIPE UNDER
TEMPORARY PIPE
SAND BAG BERM -~
:L
PROPOSED
WATER OR SEWER LINE
B~
PLAN
J4
SAND BAG BERM TEMPORARY PIPE
(SIZED TO CARRY NORMAL FLOW)
~~
EXISTING O ~ EXISTING
CREEK BANK CREEK BANK
///'''''' INSTALL PIPE UNDER
~MPORARY PIPE
SECTION AA
MEDIUM WIDTH CREEK CROSSING
APPLICANT:
CITY OF ASHEVILLE
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
LOCATION:
55 BROAD STREET
ASHEVII..LE, NC
PH. [phone]
FAX [phone]
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA A S S O C I A T E S
SCALE: NONE DATE: JULY 2007 SHEET 16 OF 18 ENGINEERING•PLANNING•FINANCE

itAM BANK
NOTE: STABILIZE STI
DETAIL AFTER PIPE I
w
E
W
PI L1N
B" CMP
2EAM FLOW
20POSED
ATER OR SEWER LINE
DAM
SMALL WIDTH CREEK CROSSING
APPLICANT:
CITY OF ASHEVILLE
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
LOCATION:
55 BROAD STREET S
ASHEVII.LE, NC
PH. [phone]
FAX [phone]
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA A S S O C I A T E S
SCALE: NONE DATE: JULY 2007 SHEET 17 OF 18 ENGINEERING•PLANNING•FINANCE

4' MIN.
NATURAL
NATURAL GROUND
GROUND
2'
I I I 1
I 1 YI
I
1 1' ± 1~~i
EXTEND FILTER FABRIC
I I 31 I 12" INTO CHANNEL BANK
I ~ ~ CLASS B RIPRAP
t ~I 1 I I, ~ (18" MINIMUM THICKNESS)
TEMP. 1B" CMP I " I~~ I ~ ~~ ~ FILTER FABRIC BLANKET
FOR STREAM FLOW (MIRAFI140N OR APPROVED
SECTION AA EQUAL)
TEMP. 1 B' CMP
FOR STREAM FLOW
6" OF #57
WASHED STONE rSANDBAGS
10 I1/ /-STREAM
yI _~~-~. / BED
2, 1 ~ EXCAVATE
S~S~'T MATERIAL
FILTER FABRIC)
CLASS B RIPRAP (REMOVE AF'
CONSTRUCTION OR REUSE FOR
STREAM BANK STABILIZATION)
PROPOSED
WATER OR SEWER LINE
SECTION BB
SMALL WIDTH CREEK CROSSING
APPLICANT:
CITY OF ASHEVILLE
WATER RESOURCES DEPARTMENT
P. 0. BOX 7148
ASHEVILLE, NC 28802
PROPOSED CONSTRUCTION:
24-INCH WATER LINE
PROJECT:
WATER SYSTEM IMPROVEMENTS
ADJACENT PROPERTY OWNERS:
i LOCATION:
55 BROAD STREET
ASHE~r'ILT=F, NC
PH. [phone]
FAX [phone]
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA A S S O C I A T E S
SCALE: NONE DATE: JULY 2007 SHEET 18 OF 18 ENGINEERING•PLANNING•FINANCE