20061892 Ver 1_401 Application_20061206

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A S S O C I A T E S
December 5, 2006
Ms. Lori Beckwith
U.S. Army Corps of Engineers
151 Patton Avenue
Room 143
Asheville, North Carolina 28801-5006
2U061~92
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Re: Heywood Road Phase II
Sewer Line Rehabilitation
Metropolitan Sewerage District
Buncombe County, NC
Dear Ms. Beckwith:
Please find enclosed a set of 8 1/2" x 11" drawings and application forms for the
above referenced project. The proposed sewer line will replace an existing trunk line near
Heywood Road south of Asheville. The line serves a large area of south Asheville
including several residential areas, and commercial developments centered around US
Highway 25.
There are two (2) creek crossings and two (2) areas with possible wetlands. As we
discussed on the phone on November 22, 2006 I would like to meet you at the site for a
jurisdictional determination for the potential wetlands disturbances required for the
project. All sewer line crossings will be laid a minimum of 1 ft below the creek bed. The
plan and profile drawings highlighting the crossings are attached as 8 '/2" x 11" drawings
including details.
Please feel free to contact me if there are any questions on the project or if
additional information is required.
Sincerely,
McGILL ASSOCIATES, P.A.
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DAVID L. HONEYCUTT, E.I.
Engineering Associate
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Enclosures
Cc: Dave McHenry, NC Wildlife Resources Commission w/ enclosures
NCDENR Division of Water Quality, 401/Wetlands Unit w/enclosures
Roger Watson, Metropolitan Sewerage District of Buncombe County
Randy Hintz, McGill Associates
I~}PxQJE~TS~2oQ$~o~713aLetters)1b5,s(ec0~.ao~ ~ p l a n n i
~% n g • F i n a n c e
McGill Associates, P.A. P. O. Box 2259, As/ieville, NC 28802 55 Broact Street, Ashev!lle, NC 28801
828-252-0575 Fctx: 828-252 -25/8

o s s 2 ~'i p~ j l~
20 18
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: p ~ ~ ~ ~~~ D
® Section 404 Permit DEC; ~ ~~~6
^ Section 10 Permit
® 401 Water Quality Certification ~~ rr~~~~
^ Riparian or Watershed Buffer Rules ~~"
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII -Mitigation), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Metropolitan Sewerage District of Buncombe County NC
Mailing Address: 2028 Riverside Drive
Asheville, NC 28804
Telephone Number: 828-254-9646 Fax Number: 828-254-3299
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has si~nato~'authority for the owner/applicant.)
Name: Tom Hartve, General~lVla'na~er
Company Affiliation: Met titan Sewera e District of Buncombe Count NC
Mailing Address: S e as ove
Telephone Number: Same as above
E-mail Address:
Fax Number: Same as above
Page 3 of 12

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: Heywood Road Sewer Rehabilitation Phase 2
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
4. Location
County: Buncombe Nearest Town: Asheville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Interstate 40 take Highway
25 South (Hendersonville Rd.) approximately 6.2 miles. Heywood Road and Lake Julian will
be on the ri hg t. Proposed sewer line is located on the east side of the lake.
5. Site coordinates, if available (UTM or Lat/Long): Approx. 35°28'26" N 82°31'27"W,
35°28'20" N 82°31' 19"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Wooded area adiacent to Lake Julian
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Lake Julian l,t."C F~erc~~1-L
fro a.d.-
9. 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/.)
Page 4 of 12

10. Describe the purpose of the proposed work: Proiect involves the installation of
approximately 14001ineal of 16-inch sewer line to replace an existing sewer line
11. List the type of equipment to be used to construct the project: Backhoe
Describe the land use in the vicinity of this project: Area adiacent to the lake is wooded with
a couple residences and commercial dwellings along_US Hi hwa~25_
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any 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
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12

1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
3 Underground
Utility Installation 0.02 yes n/a Forested Wetland
4 Underground
Utility Installation 0.07 yes nJa Forested Wetland
Request jurisdictional determination for potential wetlands areas shown here.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditchingldrainage, 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.~ov.
*** 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: n/a
Total area of wetland impact proposed: 0.9 (determination requested, see above)
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 Irrt act Perennial or
Intermittent?
(leases eci )
1 Creek Crossing 10' ± UT to Lake Julian 10' ± Perennial
2 Creek Crossing 10' ± UT to Lake Julian 10' ± Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both 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.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g., a~~.~w.tonozone.com,
www.maoquest.com. etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 20' ±
Page 6 of ] 2

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,
ba ,ocean, etc.)
N/A

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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The creek crossings are necessary to replace an existine trunk sewer line serving a lame area in
the south Asheville region. The existing line is undersized and has reached the usable limits of its
lifetime. The two creek crossings are proposed to be constructed by open-cut excavation.
Contractor will be required to install and maintain appropriate erosion control devices during the
crossing and protect the stream bank in accordance with the standard details.
Page 7 of 12

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/strm gide.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.
N/A
Page 8 of 12

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 httpa/h2o.enr.state.nc.us/wrp/inde~c 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 ofNon-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 aNEPA/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 12

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(s uare feet)
Multiplier Required
Miti ation
1 3
2 1.5
Total
Gone i extends out ju ieet perpenmcular from near bank of channel; Gone 2 extends an
additiona120 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
downstream from the property.
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.
To be treated at the Metropolitan Sewerage District of Buncombe County Treatment Works
and discharged to the French Broad River.
XIII. 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
Page 10 of 12

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).
Metropolitan Sewerage District of Buncombe County, NC
Thomas E. Harty~!~ieneral Manager %
Z .
/z~.
Applic~dAgent's Signatu
(Agent's signature is valid
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 Pollc
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] 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 Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12

US Fis
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]
h and Wildlife Service /National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Division of Coastal Management
1638 Mai] Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: (336} 769-9453
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
[arise 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: (919}733-5321
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 27699-4617
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
Pale 12 of 12

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` METROPOLITAN SEWERAGE DISTRICT
OF
BUNCOMBE COUNTY, NORTH CAROLINA
j

METROPOLITAN SEWERAGE DISTRICT
of
BUNCOMBE COUNTY, NORTH CAROLINA
HEYWOOD ROAD SEWER REHABILITATION
PHASE 2
MSD PROJECT No. 2004251
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APPLICANT:
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
2028 RIVERSIDE DRIVE
ASHEVIL.L.E, NORTH CAROLINA 28804
PROPOSED CONSTRUCTION:
RELOCATION AND REHABILITATION OF EXISTING SEWER LINE
LOCATION;
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYWOOD ROAD
TO THE EAST OF LAKE JULIAN
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
DATE: NOV. 2006 SHEET 1 OF t3
PROJECT:
HEYWOOD ROAD SEWER REHABILITATION
PHASE II
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
ADJACENT PROPERTY OWNERS:
SEE PLANS
1
A S S O C I A T E S
BNGiNF.F.RiNC. • PLANNiNfS. FIN ~ NCF

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APPLICANT: PROJECT:
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC HEYW000 ROAD SEWER REHABILITATION
2028 RIVERSIDE DRIVE PHASE q
ASHEVILLE, NORTH CAROLINA 28804 METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
PROPOSED CONSTRUCTION; ADJACENT PROPERTY OWNERS:
RELOCATION AND REHABILITATION OF EXISTING SEWER LINE SEE PLANS
LOCATION;
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYW000 ROAD
TO THE EAST OF LAKE JULIAN
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
DATE: NOV. 2006 SHEET 2 OF 13
1
A S S O C I A T E S
ENGINEERWG• PLANNING • FIIdANCE

NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION DF (AND RESOURCES, LAND
QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR AU. WORK.
1. - OBTAIN GRADING PERMIT.
2, - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
3, - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION.
4. - PROCEED WITH GRADING. CLEARING AND GRUBBING.
5. - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FlNISHED GRADES ARE ESTABLISHED. SEED ANp SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
~IIMMER (PERMANENT) SEEDING (MAY 15 TO AUG UST 1~
LIME 4,000 LBS
FERTILIZER (10-10-10) 1,000 LBS
KY-31 FESCUE 100 LBS
STRAW MULCH 4,000 LBS. (ANCHORED)
GERMAN MILLET 40 LBS.
(OR SMALL-STEMMED SUDAN GRASS O 40 LBS.)
1e111y~R (TEMPORARY
SE
)
EDING (AUGUST 1;Z, TO M
LIME AY IS~ MOL_ iNTeyN~
4,000 LBS
FERTILIZER (10-10-10) 1,000 LBS
KY-31 FESCUE 100 LBS
STRAW MULCH 4,000 LBS. (ANCHORED)
RYE (GRAIN)
FOR A I O
• 120 LBS.
P
1 OR PER ADD TO THE A BOVE
SERICEA LESPEDEZA (KOREAN) 50 LgS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF
1,000 LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
ALL SLOPES 21 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
8. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION,
APPLICANT: PROJECT:
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC HEYW000 ROAD SEWER REHABILITATION
2028 RIVERSIDE DRIVE PHASE II
ASHEVILLE, NORTH CAROLINA 28804 METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
PROPOSED CONSTRUCTION:
RELOCATION AND REHABIUTA110N OF EXISTING SEWER LINE
LOCATION;
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYWOOD ROAD
TO THE EAST OF LAKE JULIAN
COUNTY: ~ STATE:
NORTH CAROLINA
DATE: NOV. 2006 SHEET 3 OF 13
ADJACENT PROPERTY OWNERS:
SEE PLAN S
A S S O C I A T E S

~ PROPOSED
PLAN / / 15' ADDITIONAL TEMPORARY
SCALE: 1 "= 50' , / EASEMENT TO STA 15+41.94
PROPOSED
25' PERMANENT EASEMENT
CONCRETE
/ MONUMENT FQUND
, N; 645972.07
E: 950888.12
/ _
//. _. ._..~.._.. APPROXIMATE Q~~~ ~'/ - ~2~6~~~ _ ~_.~~ '
•~ 100=YEAR • FLOODI ZIONE~'A' ~ ~ ~yc I ~ Z83'34 ~
r ~
~ 5
~ //~ 5 /„
_~ ~
i i ~ // / ~...-; °~~~ ~ ~ 2162
~ r /~ ~ -'~ 16' SEWER EASEMENT
J NCP ~ ~ PER P8 34 PG 142
. ~ ~~' , 5' _ _ ,ti`6j ~ ~ PROPOSED
~~ ~~..
/ / ~ ~.
~.
~~ ~~"~ PROPOSED
SILT FENCE
(TYP.) ~
LAKE JULIAN
.TER ELEVATION: 2161.0'
AT TIME OF SURVEY.
GRAVITY SEWER
LOCATION ID # 1 & 3
MSD y28881
ELEVATED CONCRETE SMH
TOP 2166.18
INV IN 2155.2
INV OUT 2154.9

STA 12+58.60
REPLACE EXISTING
MANHOLE
N 645964.2197
E 950849.4791
RIPRAP STREAM BANK
PROTECTION (TYP.)
PIN 9654-09-05-5825
CAROLINA POWER & LIGHT COMPANY
D8 834 PG 571
DB 845 PG 459
DB 837 PG 349
PB 34 PG 141
APPLICANT: PROJECT:
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC HEYWOOD ROAD SEWER REHABIUTAl10N
2028 RIVERSIDE DRIVE PHASE II
ASHEVILLE, NORTH CAROLINA 28804 METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
PROPOSED CONSTRUCTION;
RELOCATION AND REHABILITATION OF EXISTING SEWER LINE
LOCATION:
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYW000 ROAD
TO THE EAST OF LAKE JULIAN
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
ADJACENT PROPERTY OWNERS:
SEE PLANS
DATE: NOV. 2006 SHEET 4 OF 13 tPUr_ruipv
1
O C I A T E S

C7
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0 0 0 ~ SCALE: HORIZ. 1 "= 50'
o ~ o ~ VERT. 1 "= 5'

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~
2175 = In o w o a GRAVITY SEWER
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2160 -._. .-
6" DIP ®0.30%
16" DIP ®0.

2150
+ 00 + 4+
APPLICANT; PROJECT;
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNN, NC NEYWOOD ROAD SEWER REHABILITATION
2028 RIVERSIDE DRIVE PHASE II
ASHEVILLE, NORTH CAROLINA 28804 METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC

PROPOSED CONSTRUC110N; ADJACENT PROPERTY OWNERS:
RELOCATION AND REHABILITATION OF EXISTING SEWER LINE SEE PLANS
LOCATION:
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYWOOD ROAD 55 BROAD STRP.ST •
A~S~H(EVI)LLE, Nc
2518
PAX(828
252
TO THE EAST OF LAKE JULIAN
-
)
COUNTY; STATE;
BUNCOMBE NORTH CAROLINA A S S O C I A T E S
DATE: NOV. 2006 SHEET 5 OF 13 BNGINEERING•PLANNING•FiNANCB

/ ~,
~ ,_
~ PROPOSED 4'0 MANHOLE
STA 22+25.08
REPLACE EXISTING
MANHOLE
N 645307.8654
E 951541.9046
APPROXIMATE <;IMITS OF, _ ..
_ ~ 100-YEAR FLOOD ZONE A
CONNECT EXISTING LINE
TO PROPOSED MANHOLE
WITH OUTSIDE DROP
~S€E. DETAIL)
,.,`
,,
_-_--- \_-_F________
-------==~ss~~_-- ------1a--~-rJ-- --
-'2164 _ _ - - / ~ - - ~ ~ I
----341.06~--~~~ ---------------- ~-
_ a~,~
PLAN
SCALE: 1 "= 50'
~ ~ _~
-~
- ->-- - - - - - - 53.55 -_-_---~
~~..~
V~~
~~ ` ' 1_
PROPOSED ~ ',
25' PERMANENT EASEMENT MOP #2 fi8763 I
A: INV IN 2159.7
B: INV IN 2163.3
C: INV OUT 2159.4
PROPOSED PROPOSED
SILT FENCE (TYP.) 50' TEMPORARY EASEMENT
STA 15+41.94 -STA 24+14.13
(12.5' EACH SIDE OF
PERMANENT EASEMENT) PIN 9654-09-15-
GRAVITY SEWER
LOCATION ID # 2
MONARCH GAE
DB 4130 PG 11
PB 113 PG 6t
APPLICANT; PROJECT,
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC HEYWOOD ROAD SEWER REHABILITATION
2028 RIVERSIDE DRIVE PHASE II
ASHEVILLE, NORTH CAROLINA 28804 METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
PROPOSED CONSTRUCTION;
RELOCATION AND REHABILITATION OF EXISTING SEWER LINE
LOCATION:
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYW000 ROAD
TO THE EAST OF LAKE JULIAN
COUNTY; STATE:
BUNCOMBE NORTH CAROLINA
DATE; NOV. 2006 SHEET 6 OF 13
ADJACENT PROPERTY OWNERS:
SEE PLANS
1
A S S O C I A T E S

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2155

GRAVITY SEW ER PROFILE
LOCATION ID # 2 SCALE: HORIZ. 1 "= 50'
"
'
VERT. 1
= 5
21 +00 22+00 23+00 24+0
APPLICANT: PROJECT;
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC HEYWOOD ROAD SEWER REHABILITATION
2028 RIVERSIDE DRIVE PHASE II
ASHEVILLE, NORTH CAROLINA 2$804 METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE CWNTY, NC

PROPOSED CONSTRUCTION: ADJACENT PROPERTY OWNERS:
RELOCATION AND REHABILITATION OF EXISTING SEWER LINE SEE PLANS
LOCATION:
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYWOOD ROAD
TO THE EAST OF LAKE JULIAN ss sito~n srx»r ~
t~vua.E, xc
pwi~(22a~)2s22si8
1
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA A S S O C I A T E S
DATE: NOV, 2006 SHEET 7 OF 13 ENGINEERING•PLANNING•FQHANCE

~ ~
i
~.
~ ~
~~ J~ROPOSED ~~
~ 120 LF 30"~ x 0.312'` WALL
,~ THICKNESS STEEL,ENCASEMENT
PIPE, BORED AN.D JACKED
~ ,PROPOSED 4'~ MANHOLE
~ STA 18+84.02
/' N 645544.0228
~ E
\ _
~ ~
~
~
,
~
,
~~
,
PLAN
SCALE: 1 "= 50'
P~,, PO , 951295.8209 _ _.._.._.._.._..-.._.._
~ ~ ° O „~~~-oP , / APPROXIMATE 4iMZONE F A' • ..... .
~ 00 ~~ ~ti / . ~-- • ._.100-YEAR FLOOD
Q •~'
\ ,~•
/ ~~~.'`_
> . '_ • ~
_ ?
~'.A ~~ - - ----- = 2iB ---- --~ - - - --~- - -~
/ _ -
/ - - _~152~ _ _
MSD N38198 (LOCKED)
TOP 2173.49
MSD DATA SHOWS INV. OUT: 2157,77
(TO BE ABANDONED)
PROPOSED
SILT FENCE (TYP.)
---~- -- -1 - ---~ -- ~ j, -,~ -
ti
~~
~~
v
PROPOSED
25' PERMANENT EASEMENT
PROPOSED
50' TEMPORARY EASEMENT
STA 15+41.94 -STA 24+14.13
(12.5' EACH SIDE OF
PERMANENT EASEMENT)
PIN 9654-09-15-1391 ~
GRAVITY SEWER MONARCH GAE LLC
LOCATION ID # 4 D PB 11103 PG 68 7
APPLICANT; PROJECT;
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC HEYWOOD ROAD SEWER REHABIUTA710N
2028 RIVERSIDE DRIVE PHASE II
ASHEVILLE, NORTH CAROLINA 28804 METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
PROPOSED CONSTRUCTION; ADJACENT PROPERTY OWNERS:
RELOCATION AND REHABILITATION OF EXISTING SEWER LINE ~ SEE PLANS
LOCATION;
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYW000 ROAD
TO THE EAST OF LAKE JULIAN
COUNTY: I STATE:
NORTH CAROLINA
DATE; NOV. 2006 SHEET 8 OF 13
A S S O C I A T E S

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1 "DIP ® .30~
PROPOSE
120 LF 0"~ x 0.31 2" WALL
THICKNE S STEEL E CASEMEN
PIPE, BO ED AND J CKED
GRAVITY SEWER
LOCATION ID # 4 PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'

APPLICANT: PROJECT;
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
2028 RIVERSIDE DRIVE HEYWOOD ROAD SEWER REHABILITATION

ASHEVILLE, NORTH CAROLINA 28804 PHASE II
NETROPOUTAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
PROPOSED CONSTRUCTION: ADJACENT PROPERTY OWNERS:
RELOCATION AND REHABILITATION OF EXISTING SEWER LINE SEE PLANS
LOCATION;
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYWOOD ROAD
TO THE EAST OF LAKE JULIAN ASHEV~II,C •
PH. (828 252-0575
anx (82>~) 252-2618
COUNTY: STATE: 1
BUNCOMBE NORTH CAROLINA A S S O C I
E S
DATE; NOV. 2006 SHEET 9 OF 13 A T
BNGINBERING•PI.ANNING•FINANCE

8' MAX FOR 5T0. STRENGTH FABRIC
2" STEEL ANGLE WITH HARE MEN REINFORCEMENT
POST SET MIN. 18" 8' MAX FOR EXTRA STRENGTH
INTO GROUND FABRIC W/0 MARE MESH --~
SYNTHETIC FlL1ER FABRIC
ATTACHED TO POSTS WITH
APPROVED FASTENERS. PLACE
ON UPHILL SIDE OF FENCE.
SYNTHETIC
FLTER
FABRIC
A8• GROUND
MAX,
u
SYNTHETIC
FILTER FABRIC SHALL BE
BACKFlU.EO A MIN. OF 8"
I
ii EXCAVATE 8"x8" TRENCH UPSLOPE ALONG LINE
~ OF POSTS. EXTEND FlL1ER FABRIC INTO TRENCH,
BACKFILL TRENCH AND COMPACT SOIL
SILT FENCE
NOTES:
1. FlLTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL ANO
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
APPLICANT:
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
2028 RIVERSIDE DRIVE
ASHEVIILE, NORTH CAROLINA 28804
PROPOSED CONSTRUCTION;
RELOCATION ANO REHABILITATION OF EXISTING SEWER LINE
3. SEDIMENT DEPOSITS SHALL 8E REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
PROJECT:
HEYWOOD ROAD SEWER REHABILITATION
PHASE II
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
ADJACENT PROPERTY OWNERS:
SEE PLANS
LOCATION;
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYWOOD ROAD
TO THE EAST OF LAKE JULIAN
COUNTY: I STATE:
NORTH CAROLINA
DATE: NOV. 2006 SHEET 10 OF 13
1
A S S O C I A T E S
ENGINF.ERING• Pi.ANN1NG. FINANCE.

RESLOPE EXISTING STREAM BANK TO
ORIGINAL CONTOURS AND STABILIZE
WITH NATIVE PLANT MATERIALS•
ANCHOR FABRIC 6"
INTO EARTH FILL
12" - 18" CLASS 6 RIPRAP
NORMAL STREAM LEVEL
2' MAX..
_ VARIES 6" - 12"
~~\
FILTER FABRIC (MIRAFI J
140N OR EQUAL) EXTEND RIPRAP A MINIMUM
OF 12" BELOW STREAM BED
*SERICEA LESPEDEZA, SILKY DOGWOOD (CORNUS AMONUM),
SILKY WILLOW (SAUX SERICEA), HAZEL ALDER (ALMUS
SERRULATA) AND ELDERBERRY (SAMBUEUS CANADENSIS)
RIPRAP BANK PROTECTION
(NO FERTILIZER TO BE USED WITHIN 10' OF BANK)
APPLICANT: PROJECT;
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC HEYWOOD ROAD SEWER REHABILITATION
2028 RIVERSIDE DRIVE PHASE II
ASHEVILLE, NORTH CAROLINA 28804 METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
PROPOSED CONSTRUCTION;
RELOCATION AND REHABILITATION OF EXISTING SEWER LINE
LOCATION:
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYWOOD ROAD
TO THE EAST OF LAKE JULIAN
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
ADJACENT PROPERTY OWNERS:
SEE PLANS
A S S O C I A T E S
DATE: NOV, 2006 I SHEET 11 OF 13

B ~ TOP STREAM BANK
I I ,
. ~ I SANDBAGS
w
. ~
~ ~
NOTE; STABILIZE STREAM BANK PER
DETAIL AFTER PIPE INSTALLATION
- - - - - ~ -
6" OF X157 I
WASHED STONE
FLOW
TEMP. 18" CMP
FOR STREAM FLOW
_l~._ __
- ~ - --- - -
PROPOSED
I WATER OR SEWER LINE
~RIPRAP DAM
A
B~ j
APPLICANT;
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
2028 RIVERSIDE DRIVE
ASHEVILLE, NORTH CAROLINA 28804
PROPOSED CONSTRUC110N:
RELOCATION AND REHABILITATION OF EXISTING SEWER LINE
LOCATION:
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYWOOD ROAD
TO THE EAST OF LAKE JULIAN
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
DATE: NOV. 2006 SHEET 12 OF 13
A
PLAN
CREEK CROSSING DETAIL
(SMALL CREEK)
PROJECT:
HEYW000 ROAD SEWER REHABILITATION
PHASE II
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
ADJACENT PROPERTY OWNERS:
SEE PLANS
1
A S S O C I A T E S

,.,
NATURAL 4' MIN,
GROUND
"II_I `~_~ 2'
~~=111.: ~~ ~~~_ _
1~±
TEMP, 18" CMP --'
FOR STREAM FLOW
SECTION AA
6" OF X57
WASHED STONE
1'
i _ 10'
1 EXCAVATE
2' ,~X~~G~h MATERIAL
FILTER FABRIC J I ~' "=11 ~'-„-~ V
CLASS B RIPRAP (REMOVE AFl
CONSTRUCTION OR REUSE FOR
STREAM BANK STABILIZATION)
NATURAL
GROUND
ll`'= ' ~- EXTENO FILTER FABRIC
12" INTO CHANNEL BANK
CLASS B RIPRAP
(18" MINIMUM THICKNESS)
FILTER FABRIC BLANKET
(MIRAFI 140N OR APPROVED
EQUAL)
TEMP. 18" CMP
FOR STREAM FLOW
r SANDBAGS
STREAM
BEO
PROPOSED
WATER OR SEWER LINE
SECTION BB
APPLICANT: PROJECT;
METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC HEYWOOD ROAD SEWER REHABILITATION
2028 RIVERSIDE DRIVE PHASE II
ASHEVILLE, NORTH CAROLINA 28804 METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NC
PROPOSED CONSTRUCTION: ADJACENT PROPERTY OWNERS:
RELOCATION AND REHABILITATION OF EXISTING SEWER LINE ~ SEE PLANS
LOCATION:
SOUTH OF ASHEVILLE, NORTH CAROLINA
WEST OF HWY 25 CROSSING HEYWOOD ROAD
TO THE EAST OF LAKE JULIAN
COUNTY; STATE:
BUNCOMBE NORTH CAROLINA
DATE: NOV, 2006 I SHEET 13 OF 13
A S S O C I A T E S
ENGINEERING•PLANNING•FINANCE