20051216 Ver 1_Complete File_20050701

pF
p? 9QG i`tichael F. Easlcy, Governor
4 William G. Ross Jr., Secretary
> r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
>. " Division of Water Quality
September 6, 2005
DWQ Project # 05-1216
Yancey County
Michele Lawhern, County Manager
East Yancey Water and Sewer District
County Courthouse, Room 11
Burnsville, NC 28714 C { t I7',r -r?
!J
Subject Property: East Yancey Water and Sewer District SEP 1 2 2005
DE14i? - WATER QUALITY
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mrs. Lawhern:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise temporarily impact 267 feet of streams for the
purpose of utility replacement at the subject properties, as described within your
application dated July 1, 2005. After reviewing your application, we have decided that
the impacts are covered by General Water Quality Certification Number(s) 3402
(GC3402). The Certification (s) allows you to use Nationwide Permit(s) 39 when issued
by the US Army Corps of Engineers (USACE). In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control,
Non-discharge, stormwater, and buffer regulations. Also, this approval to proceed
with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new
application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland
or 150 linear feet of stream, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in
the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
401 Wetlands Cert.ficalion Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2 o enr.state.neus/ncvvetlnn(!3
One
NolLhCarolina
'Naturrvily
An Equal Opportunity/Affirmative Acticn Employer- 5006 Recyc!ed/10% Post Cersumer Paper
cast r ancey water and fewer Vistnct
Pa-e2of7
September 6, 200
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met.
No other impacts are approved including incidental impacts:
Amount Plan Location or Reference
A roved Units
Stream 267 (feet) Little Crabtree Creek and Ayles
Creek
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Sediment and Erosion Control Planning
and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and
erosion control measures must be such that they equal, or exceed, the
requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on
all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the Pre-Construction
Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices,
shall be performed so that no violations of state water quality standards, statutes,
or rules occur.
Last Yancey Water and Sewer District
Page 3 of 7
September 6, 2005
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification
or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
6. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained
as diffuse flow at non-erosive velocities through the protected stream buffers
such that it will not re-concentrate before discharging into a. If this is not possible,
it may be necessary to provide stormwater facilities that are considered to
remove nitrogen. This may require additional approval from this Office.
7. Protective Fencing
The outside buffer, wetland or water boundary and along the construction
corridor within these boundaries approved under this authorization shall be
clearly marked with orange warning fencing (or similar high visibility material.
8. Buffer Replanting
Replanting of vegetation within disturbed areas located within 25 feet of the
stream bank associated with the approved temporary culverting of a UT to Reed
Creek, installation, repair, replacement and/or maintenance must be done in an
"in kind" manner immediately following construction. (Example: Disturbed areas
with pre-existing grassed lawns must be replanted with grass. Disturbed areas
with pre-existing trees or woody vegetation must be replanted with trees and
woody vegetation. Disturbed areas with pre-existing forest vegetation must be
replanted with forest vegetation including at least two different native hardwood
tree species at a density sufficient to provide 320 trees per acre at maturity. This
density can usually be achieved by planting approximately 436 (10 x 10 spacing)
to 681 (8 x 8 spacing) trees per acre.)
east x ancey water and Newer District
Page 4 of 7
September 6, 2005
9. No Sediment and Erosion Control Measures in Waters
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources or locally delegated program has released the project.
10. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the
Division of Land Resources (DLR) or a DLR delegated local erosion and
sedimentation control program, an NPDES General stormwater permit
(NCG010000) administered by DWQ is automatically issued to the project. This
General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is
covered by this permit [applicable to construction projects that disturb one (1) or
more acres], full compliance with permit conditions including the sedimentation
control plan, self-monitoring, record keeping and reporting requirements are
required. A copy of this permit and monitoring report forms may be found at
httA://h2o.enr.state.nc.us/su/Forms Documents htm.
11. Temporary Fills
All temporary fill and culverts shall be removed and the impacted area returned
to the original grade, including each stream's original cross sectional dimensions,
planform pattern, and longitudinal bed and bed profile after construction is
complete or within 6 months of the establishment of the crossing, which ever is
sooner, and the various sites shall be stabilized with natural woody vegetation
(except for the maintenance areas of permanent utility crossings) and restored to
prevent erosion. If the crossings are not completely removed and restored as
described above within the specified time above, additional written approval from
this Office must be obtained to modify this condition.
12. Culvert Installation
Culverts required for this project shall be installed in such a manner that the
original stream profiles are not altered. Existing stream dimensions (including the
cross section dimensions, pattern, and longitudinal profile) must be maintained
above and below locations of each culvert. Culverts shall be designed and
installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes installed in a perched manner,
the pipes shall be removed and re-installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or
erosion of the stream up or down stream of the culvert(s). Existing stream
Last Yancey Water and Sewer District
Page 5 of 7
September 6, 2005
dimensions (including the cross section dimensions, pattern and longitudinal
profile) shall be maintained above and below locations of each culvert. Therefore,
you must provide plans with adequate details that indicate that the current stability
of the stream will be maintained or enhanced. You must receive written approval
from this Office for the above plans before the culvert(s) is installed. Culvert(s)
must be installed according to approved plans.
13. Sewer Systems
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State,
Federal and local sewer system regulations.
14. Construction in and within the 25-foot trout buffers should not occur during the
typical October 15 to April 15 trout spawning season.
15. Stringent erosion control measures should be installed where soil is disturbed and
maintained until project completion. Sediment and erosion control measures shall
adhere to the design standards for sensitive watersheds (15A NCAC 4B .0124).
16. Seeding for a temporary cover of wheat, millet, or similar annual grain or permanent
herbaceous cover should occur on all bare soil within five (5) days of ground
disturbing activities to provide long-term erosion control. The projects should be
accomplished in stages instead of leaving large areas exposed to storm events.
Erosion control matting should be used in conjunction with appropriate seeding on
disturbed soils in steep slope and riparian areas. Matting should be secured in place
with staples, stakes, or, wherever possible, live stakes of native trees. Straw mulch
and tall fescue should not be used in riparian areas.
17. Where concrete is used, a dry work area must be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently
contacts live concrete should not be discharged to surface waters due to the
potential for water chemistry change and a fish kill.
18. Under no circumstances should rock, sand, or other materials be dredged from the
stream channels under authorization of this permit except, if necessary, in the
immediate vicinity of the crossings. Dredging has severe effects on aquatic life and
disturbance of the natural form of the channel can cause downstream erosion
problems. The natural dimension, pattern, and profile of the channels adjacent to
the pipes should not be modified by widening or changing their depths.
19. Sandbags, flexible pipe, or other diversion structures should be used to avoid
excavation in flowing water. Materials used for flow diversions should be removed
from the stream bed after completing the construction work. Any diversion channels
must be lined with rock and fabric.
20. Any riprap placed for stabilization should be clean and limited to the stream bank
below the high water mark and vegetation should be used above. Rip rap must not
be placed in stream channels in a manner that obstructs fish passage.
cast i ancey water ana Sewer utstnct
Page 6 of 7
September 6, 2005
21. Riparian vegetation should be preserved as much as possible. Where vegetation
must be cut, the area should not be grubbed so stumps and roots can resprout.
Native woody vegetation (e.g., rhododendron, dog hobble, silky dogwood, sycamore,
river birch, red maple) should be reestablished upstream and downstream of the
impacted areas if it is removed during construction to provide bank stability and
shading. We encourage the reuse of native plants that must be removed from
permanently disturbed areas.
22. Stream crossings should be made as close to perpendicular to the stream channel
as possible to minimize riparian area disturbance.
23-The stream channels should be restored to stable and natural conditions after
completing the pipe installations.
24. All mechanized equipment operated near surface waters should be inspected and
maintained regularly to prevent contamination of stream waters with fuels, lubricants,
hydraulic fluids or other toxic materials.
26. Discharging hydroseed mixtures and washing out hydroseeders and other
equipment in or adjacent to surface waters is prohibited.
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and
as authorized by this Certification, shall expire upon expiration of the 404 or CAMA
Permit.
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699-6714. This certification and its conditions are final and binding unless you
ask for a hearing.
Cast Yancey Water and Sewer District
Page 7 of 7
September 6, 2005
This letter completes the review of the Division of Water Quality under Section 401 of
the Clean Water Act. If you have any questions, please telephone Cyndi Karoly in the
Central Office in Raleigh at 919-733-9721 or Kevin Barnett in the DWQ Asheville
Regional Office at 828-296-4657.
Sincerely,
Alan W. Klimek, P.E.
AW K1 khb
Enclosures: GC 3402
Certificate of Completion
Guidelines for Riparian Buffer Establishment
cc: USACE Asheville Regulatory Field Office
DWQ Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 05-1216.EastYanceyWate randSewerDistrict.Approval
Triage Check List
Date: 07/08/05 Project Name: East Yancey Water and Sewer
DWQ #:05-1216
County: Yancey
Kevin Barnett, Asheville Regional Office
To:
60-day Processing Time: 7/1/05 to 8/29/05
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
McGRI
A S S O C I A T E S
June 22, 2005
Mr. David Baker
U.S. Corps of Engineers
151 Patton Avenue
Room 143
Asheville, North Carolina 28801-5006
Re: East Yancey Water and Sewer District
Sewer System Improvements
Yancey County, North Carolina
Dear Mr. Baker:
Please find enclosed a set of 8 1/2" x 11" drawings for the above referenced
project. Also enclosed is a portion of a USGS quad map with the creek crossings
located and a completed application form. The project will consist of installation of
new 8-inch and 12-inch sewer lines to serve an area currently without sewer service or
to replace existing pump stations with gravity sewer service.
Seven copies of this application and the drawings have been forwarded to John
Dorney at NCDENR for review. Dave McHenry with N.C. Wildlife Resources
Commission is also being copied for comments. An erosion control plan has been filed
with the North Carolina Department of Environment and Natural Resources, Land
Quality Section, and is currently being reviewed.
Please contact our office if there are any questions on the project or if additional
information is required.
Sincerely,
McGI ASSOCIATES,
VANN WATERS
Enclosures
Cc: Michele Lawhern
John Dorney
Dave McHenry
Harry Buckner
Danny Bridges
db22jun05.doc
?UL _ 2005
E n g i n e e r i n g P l a n n i n g F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28501
82S-252-0575 • FAX [phone]

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4F\N A r??. 9
Pre-Construction Notification (PCN) Application Form
0G
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.armv.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://w\vw.saw.usace.anny.mil/wetlands/reatour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
V
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at httn://www.saw.usace.army.mil/wetlands/mwpf inalFedReR ndf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods,
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at Mtn://li2o.elinr.state.nc.us/newet]ands/fees.litm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Pen-nit
? Section 10 Permit
? 401 Water Quality Certification
? 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 Progr WRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information JUL 1 - 2005 ?J
1. Owner/Applicant Information C`?`? ??'?'"?r?-r; V qu,
=C1Li::,Jlb:;l ft•?;i?%??
Name: East Yancev Water and Sewer District
Mailing Address: County Courthouse. Room 11
Burnsville. North Carolina 28714
Telephone Number: 828=682-3971 Fax Number: 828-682-4301
E-mail Address: m.lawhernncountymanaaer.vancevcounty.orfz
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Paiie 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: Sewer System Improvements, East Yancey Water and Sewer District
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): see plans
4. Location
County: Yancey Nearest Town: Burnsville and Micaville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): see plans
5. Site coordinates, if available (UTM or Lat/Long): see attached sheets
(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:
Rural farming. residential light commercial
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Little Crabtree Ck and Ayles Ck
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:Hli2o.enr.state.nc.us/adniiii/maps/.)
Page 4 of 12
I
10. Describe the purpose of the proposed work: Installation of gravity sever lines
11. List the type of equipment to be used to construct the project: Conventional
construction equipment
12. Describe the land use in the vicinity of this project: rural farming, residential. light
commercial
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 N/A
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc 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.pov.
*** 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:
Total area of wetland impact proposed:
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 Im act Perennial or
Intermittent?
(please seci )
1 Sub aqueous 15 Little Crabtree 15 perennial
2 Sub aqueous 20 Little Crabtree 20 perennial
3 Sub aqueous 20 Little Crabtree 20 perennial
4 Sub aqueous 2 UT of Little Crabtree 2 intermittent
5 Sub aqueous 20 Little Crabtree 20 perennial
6 Sub aqueous 12 UT Little Crabtree 12 perennial
7 Sub aqueous 20 Little Crabtree 20 perennial
8 Sub aqueous 25 Little Crabtree 25 perennial
9 Sub aqueous 6 Little Crabtree 6 perennial
10 Sub aqueous 20 Little Crabtree 20 perennial
11 Sub aqueous 15 Ayles 15 perennial
12 Aerial 30 Ayles 30 perennial
13 Aerial 20 Ayles 20 perennial
14 Aerial 12 Ayles 12 perennial
15 Aerial 15 Ayles 15 perennial
16 Sub aqueous 15 Ayles 15 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.
Page 6 of 12
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uSeS.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.manquest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 267
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact

Site Number
indicate on ma)

Type of Impact Area of

Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody

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

' 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 N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
tecluliques to be followed during construction to reduce impacts.
The installation of the sewer lines are to provide sewer service to parts of Yancey County
currently without sewer service. All sewer line construction will be completed with the best
manacement practices to minimize sedimentation. the biggest impact of this project. This will
include minimizing sediment during construction and immediate stabilization after construction.
Page 7 of 12
VIII. Mitigation N/A
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
hap://h2o.enr.state.nc.us/ncwetlands/strmaide.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.
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 littp://h2o.enr.stite.nc.us/wip/index.litm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Pale 9 of 12
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitication
1 3
2 1.5
Total
Gone 1 extends out 3U feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
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.
XIL 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.
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).
v???n 1 l!'`J f?/ 2l l 05?
A pl ant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] 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 I I 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]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
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]
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12

1
1
PROPOSED SEWER SYSTEM IMPROVEMENTS
EAST YANCEY
WATER & SEWER DISTRICT
YANCEY COUNTY, NORTH CAROLINA
SCHEDULE OF DRAWINGS
S1 . .. COVER SHEET S25. . CREEK CROSSING NO. 11 - PLAN
S2 . .. PROJECT LOCATION MAP S26. . CREEK CROSSING NO. i i - PROFILE
S3. .. GENERAL NOTES S27 . . CREEK CROSSING NO. 12 -PLAN
S4 . .. EROSION CONTROL NOTES S23. . CREEK CROSSING NO. 12 - PROFILE
S5 . .. CREEK CROSSING NO. 1 - PLAN S29. . CREEK CROSSING NO. 13 - PLAN
56 . .. CREEK CROSSING NO. 1 - PROFILE S30. . CREEK CROSSING NO. 13 - PROFILE
S7 .. . CREEK CROSSING NO. 2. PLAN S31 . . CREEK CROSSING NO. 14 - PLAN
58.. . CREEK CROSSING NO. 2 - PROFILE S32 . . CREEK CROSSING NO. 14 - PROFILE
S9 .. . CREEK CROSSING NO. 3 - PLAN S33. . CREEK CROSSING NO. 15 - PLAN
S10. . CREEK CROSSING NO.3 - PROFILE S34 . . CREEK CROSSING NO. 15 -PROFILE
S11 . . CREEK CROSSING NO. 4 - PLAN S35. . CREEK CROSSING NO. 16 - PLAN
S12. . CREEK CROSSING NO. 4 - PROFILE S36. . CREEK CROSSING NO. 16 - PROFILE
S13 . . CREEK CROSSING NO. 5 - PLAN S37. . MISCELLANEOUS DETAILS
S14. . CREEK CROSSING NO.5-PROFILE S38. . MISCELLANEOUS DETAILS
S15. . CREEK CROSSING NO. 6 - PLAN S39. . MISCELLANEOUS DETAILS
S16. . CREEK CROSSING NO. 6 - PROFILE S40. . MISCELLANEOUS DETAILS
S17. . CREEK CROSSING NO. 7 -PLAN 541 . . MISCELLANEOUS DETAILS
S18. . CREEK CROSSING NO. 7 - PROFILE S42. . MISCELLANEOUS DETAILS
•
cG S19.. CREEK CROSSING NO.8-PLAN S43.. MISCELLANEOUS DETAILS
520.. CREEK CROSSING NO. 8 - PROFILE S44.. MISCELLANEOUS DETAILS
A S S O C I A T E S S21 .. CREEK CROSSING NO.9 - PLAN S45.. MISCELLANEOUS DETAILS
E N G I N E E R I N G • P L A N N I N - F I N A N C E E S22.. CREEK CROSSING NO.9 - PROFILE S46.. MISCELLANEOUS DETAILS
55 BROAD STREET ASIIEVILLE. NC PII. [phone]
S23.. CREEK CROSSING NO. 10 - PLAN
S24.. CREEK CROSSING NO. 10 - PROFILE
_ICANT: PROJECT:
EAST YANCEY WATER AND SEWER DISTRICT SEWER SYSTEM IMPROVEMENTS
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714 EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S1
0mcG
A S S O C I A T E S
ENGINEERING-PLAN NING-FINANCE
55 BROAD STREET ASIIEVILLE, NC I'll. [phone]
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
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A S S O C I A T E S
ENGINEERING - PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
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NO. 16

PROJECT LOCATION MAP NOT TO SCALE
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE.
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S2

GENERAL NOTES
1. ALL CONSTRUCTION OUTSIDE ROAD RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT
AND TEMPORARY ACCESS EASEMENTS SHOWN.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE
ORIGINAL SITE, OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO
BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION,
CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL BEFORE YOU DIG. NORTH CAROLINA ONE
CALL (1-800-632-4949).
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF
NORTH CAROLINA.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO
POLLUTION CREATED DURING CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS
PERTAINING TO CONSTRUCTION OPERATIONS.
7. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18"
VERTICAL SEPARATION WITH THE WATER OVER SEWER. AT CROSSINGS, MAINTAIN MINIMUM 18" VERTICAL
SEPARATION WITH WATER OVER SEWER OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE
10' EITHER SIDE OF THE CROSSING.
8. SANITARY AND STORM SEWER LINES SHALL HAVE A MINIMUM 12" VERTICAL SEPARATION.
9. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS.
11. UNLESS OTHERWISE NOTED, ALL PIPE SHALL BE INSTALLED WITH PUSH-ON JOINTS.
12. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
13. ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION.
14. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATION OF ALL
PROPOSED SEWER SERVICE CONNECTIONS NTH PROPERTY OWNER PRIOR TO CONSTRUCTION.
15. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING
MANHOLE INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
CONTRACTOR SHALL ADJUST ALL PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT
ELEVATIONS. COSTS OF RAISING STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON
THE PROJECT.
16. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT
SPECIFICATIONS.
17. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.0% MINIMUM SLOPE AND SHALL BE
DUCTILE IRON IN PAVED AREAS.
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S3
@MCG •
A S S O C I A T E S
ENGINEERING -PLANNING-FINANCE
55 BROAD STREET ASHEVILLE, INC PH. [phone]

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 OF LAND RESOURCES. LAND
QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. - OBTAIN GRADING PERMIT
2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRCNMENT
AND NATURAL RESOURCES DIVISION OF LAND RESOURCES. LAND QUALITY SECTION.
3. - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH CN-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES.
LAND QUALITY SECTICN.
4. - PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE. NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED UNLESS
THE DISPOSAL SITE HAS AN APPROVED EROSION CONTRCL PLAN.
5. - ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING TEMPORARY
BRIDGES. NO STREAM13ANK OR STREAMBED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT CROSSINGS.
6. - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE
LIME 4,000 LEIS
FERTILIZER (ID-10-10) 1,000 LBS
KY-31 FESCUE 100 LEIS
STRAW MULCH 80-80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET 10 LOS
SUDAN GRASS 15 LEIS
FOR WINTER SEEDING ADD TO THE ABOVE
RYE GRAIN 15 LBS
FOR ALL SLOPES 2.1 OR STEEPER ADD TD THE ABOVE:
SERICEA LESPEDEZA 40 LEIS
ALL STRAW MULCH ON SLOPES MUST BE TACKED PROPERLY. MATTING MAY BE
SUBSTITUTED ON SLOPES WITH APPROVAL OF THE ENGINEER.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS AND TREES
NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM, INDIAN GRASS, LITTLE BLUESTE]M, SWITCHGRASS 5 LBS/ACRE EACH
AUGUST 31ST TO MAY 1ST - CREENRYE 25 LBS/ACRE EACH
MAY 1ST TO AUGUST 31ST - MILLET 25 LEIS/ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMU"). SILKY WILLOW (SAUX SERICEA), HAZEL ALDER
(ALMUS SERRULATA) AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER.
NOTE., NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK
7. - MAINTAIN SOIL EROSION CONTRCL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
& - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
9. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES. DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
' APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S4
•
@McGfll
A S S O C I A T E S
LNG IN EERING -PLANNING -FINANCE
55 BROAD STREET ASIIEVILLE, NC PII. [phone]

' CREEK CROSSING NO. 1
PLAN

PROPOSED SCALE: 1 "= 50'
CREEK CROSSING PER MEDIUM
CREEK CROSSING DETAIL
3?kA 9693 \ ?` ? ? ' ?
3AR?TT C\\v?
N 800898.9145
E 1046343.6718

N 801014.9382
E 1046248.6008
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S5
Diu
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
• -1 _111
OmcGlu
A S S O C I A T E S
ENGINEERING•PLANNING-FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
N 800984.5654
E 1046180.0260

CREEK CROSSING NO. 1
PROFILE
SCALE: HORIZ. 1"= 50' 2470
VERT. 1 5'

EXISTING GROUND
I 2465
I?

2460
? J
12" PVC ®1 • °
12" PV ®0.22
%
2455

12" DIP ® 0. 0%
2450
86+087+00 88+00
PROPOSED
:/ .-
50 LF 20" BORE
o r- M ? qN• o'- o co
AND ENCASEMENT z
co -q: ? Z
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a(nF-ZZ a(nF-ZZ
APPLICANT:
EAST YANCEY WATER AND SEWER DISTRICT PROJECT:
SEWER SYSTEM IMPROVEMENTS
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE
NC 28714
EAST YANCEY WATER AND SEWER DISTRICT
, ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP

LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
m
Giii
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
c
R
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE: A S S O C I A T E S
YANCEY NORTH CAROLINA ENGINEERING•PLANNING-FINANCE
SCALE: 1"= 50 DATE: MAY, 2005 SHEET S6 55 BROAD STREET ASHEVILLE. NC I'll. [phone]
I

I I

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PROPOSED
CREEK CROSSING
CREEK CROSSING
PROPOSED
CREEK CROSSING NO. 2 ----
PLAN -?_ --
SCALE: 1 50' , '-247
PER MEDIUM-. DETAIL
SILT FENCE (TYP).
SEE DETAILS. i -'

Our
----___LITTLE CRABTREE
zzz
- - \ \ \ 084019518480000 -
M/ \ \\\\\ \ BEAVER HERMAN
237
(oar

' APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S7
• -' - J 084000523433000
TOMBERLIN OVAL
118
PP 371
5 l A 92+)3U LIN
N 801,49.7280
\ /'EJ 945811.3147
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
OMCG O
A S S O C I A T E S
ENGINEERING •PLANNING•FINANCE
55 BROAD STREET ASIIEVILLE•. NC P11. [phone]
? z<,o
2465
2460
2455
CREEK CROSSING NO. 2
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
91+00 92+00
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S8
LLJ 93+00
j,0?},In
= LL J Lq 00
zz(000?
<Jd'?'cV
O cV 04
000>Z
LLI + LJ 0
(1) 04 _j
0 0) LZI
°w
x?o»
IZCnI-zz
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
94+00
•
@McGill
A S S O C I A T E S
ENGINEERING•PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PI I. [phone]

CREEK CROSSING NO. 3
i PLAN
' SCALE: 1 "= 50'
PROPOSED
SILT FENCE TYP.
PER DETAIL >
PROPOSED
CREEK CROSSING PER MEDIUM
CREEK CROSSING DETAIL
Z \\ 084000510687000
' F \ \ `?? 11 TOMBERL130?\
H R J \ \ /
1 '
603
PROPOSED MA74HOLE'
III?I ??
PROPOSED MANHOLE STA 98+80 LINE 1
STA 96+80 LINE 1 i?I Ih N 801747.1566
N 801620.1390 E 1045478.6182 -?- j
i E 1045549.4585 I Q PP iq I I? E {_, -'' -?6(L
084000523433000 1 ^ / '
TOMBE118 OVAL 1 ' r _ X
371 '
i PROPOSED MANHOLE
STA 97+80 LINE 1
W/ 4 LF-PVC
/_'? 25' TROUT_
i STUBOUT AND PLUGll tel.
N 801717.0836 LITTLE CRABTREE CREEK BU?R;_;
-
i E 1045573.--89t
X2470
084000523433000
TOMBERLIN OVAL /
118
i .-.-.-.-.--.-- •--•--. 371 /?.
371 / / •
APPLICANT. EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 17= 50' DATE: MAY, 2005 SHEET S9
OMCG 0-1-1
A S S O C I A T E S
ENGINEERING•PLANNING-FINANCE
55 BROAD STREET ASHEVILLE, NC Pll. [phone]

CREEK CROSSING NO. 3
PROFILE
SCALE: HORIZ. 1"= 50'
2475 VERT. 1 "= 5'

A
2470

2465 '
' 1 "DIP ®1 00%
2"
Pvc @ I.
0%
121 PVC @ 0 .22%

2460
97+00 98+00 99+00
W d- W co W co
0 -Od'a0 J0-0(07 OT--- o(or-
O
= C)
Li =WONT =W000?
¢Jd ?N <:D 04 ¢-jdr'N
?0NNh ?ONNF- ?ONNF-
000>ZO
000>Z
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0
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0
CAW
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ZZ ZZ
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APPLICANT- EAST YANCEY WATER AND SEWER DISTRICT PROJECT:
SEWER SYSTEM IMPROVEMENTS
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE
NC 28714 EAST YANCEY WATER AND SEWER DISTRICT
, ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP

LOCATION:
O
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
0
mcG
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE: A S S O C I A T E S
YANCEY NORTH CAROLINA ENGINEERING•PLANNING -FINANCE
SCALE: 1 "= 50' DATE: MAY, 2005 SHEET S10 55 BROAD STREET ASHEVILLE, NC PH. [phone]
I
I
I
I

t
CREEK CROSSING NO. 4
I
i
i`

I
PLAN
SCALE: 1 "= 50
PROPOSED
DITCH CROSSING PER SMALL
'ER?:EK CROSSING DETAIL
08'4000216962000
_ -?- - _ RAY\ALTON do JEAN
368
63 /
OuT gUFFGr` ' , ???
ROPOS?D- = -
CE ?.
PER - =_
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GRAVEL - -
/
084002240 20 0
RAY ALT9N k I JEAN
lo,

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PRnPnSF6 M"Hni F
PROPOSED STA 128+15 LINE-1` \ P OPOSED MANHOLE
ROCK SILT SCREEN -?? N 802098.5105 STA 129+35 LINE
PER DETAILS ,E-104 .0935 ?4 802154.9013
a?
1042 44.1686
FOC
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
U.S. 19E
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICA\vlH E
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S11
SEE PLANS
@MCG 11-1-9
A S S O C I A T E S
ENGINEERING •PLANNING-FINANCE
55 BROAD STREET ASHEVILLE• NC PH. [phone]

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11
CREEK CROSSING NO. 4
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
PROPOSED
2490 20 LF 12" DIP- EXISTING GROUND

2485 ?- _ -

2480
0.50
7. 12 PVC ®1
2475
126+00 127+00
PROPOSED
TRANSITION COLLARS
PER DETAIL
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
0%
128+00 129+00
Ld co
8
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QJ00001-N
NN?
Laj + > z p
('() OOLV-
a_ T_ Ld of a,
cr-1¢-Q»
CL V) i-- ZZ
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S12
RMcGin
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
1
1
1
1 ? PF
SZ
1 ?_N
1 E
Tvi?g
?25"v'
1
? \ 25 ?

CREEK CROSSING NO. 5
PLAN
SCALE: 1 "= 50'
/
PROPOSED MANH
513 STA 174+45 LINE 03
0048331
58000 ROSSY ALEXA3& KAY HARRIS TRUSTES / N 803902.6229
321 E 1038733.9300
/ 083004939422000
/ YANCEY RAI?;OAD
EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714

N 803968.5013
E 1038710.2649
PROPOSED
CREEK CROSSING PER MEDIUM
CREEK CROSSING DETAIL
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S13

nmcG
A S S O C I A T E S
ENGINEERING -PLANNING - FINANCE
55 BROAD STREET ASIIEVILLE, NC PH. [phone]
t.
083004835826000
GOUGE ED
108

CREEK CROSSING NO. 5
PROFILE
SCALE: HORIZ. 1"= 50'
2520 VFRT_ 1 "= 5'
EXISTING ROUND

2515 - - I
1

2510 I ?
J
, 1.00o-

2505 12 PVC 0.22%

2500 12" DIP 0.50%
174+ 00 +
Lu
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APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
_ v
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O W U-)
O
N
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NNP-.
W+>ZO
u) LO W -
o r -j -
x1- O»
0- (/) l-ZZ
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: T750' DATE: MAY, 2005 SHEET S14
0
OMcG
A S S O C I A T E S
ENGINEERING•PLANNING-FINANCE
55 BROAD STREET ASHEVILLE, NC PH. (828) 2520575

CREEK CROSSING NO. 6 I u.
PLAN SCALE: 1 "= 50'
--•--•--•--•- 25' TROUT
BUFFER (TYPj)_,
-0dFry?

STA 178+45 LINE 1
N 803972.4153
E 1038380.3347 _

PRO OSED '
SILT FENCE D

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ETAIL?
TAIL? _
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300 8 3158000
OSSY ALEXA k
KAY HARRIS TRU???E?? \
321-,
. A
"MARKER /' - -??i?
I ,
IIII// /
? Illll??r
PROPOSED
-CREEK CROSSING PER
MEDIUM CREEK
CROSSING DETAIL
ool
EL-2515.61
slc?rk\ 1111
/ TBM:DOT BL-91 / I?II?II
EL=2523.22 -? III
C' IGN SIG q \ EL=2518'Zl? I SIGN jllll//
\\ I ? 111
I IIII
li?lil
/I/ III
2 I I 1 1•
41--?? ? N ? /?III? ??Il?r
SHOAL CREEK ROAD
SR 1323

EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S15

A S S O C I A T E S
ENGINEERING •PLANNING•FINANCE
55 BROAD STREET ASI IEVILLE, NC PI1. [phone]

CREEK CROSSING NO. 6
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 5'
2525

2520

2515
L
12" DIP 12" DI ® 0.50%
2510 , 50%
2505 Lv
178+00 0
N 0 179+00 180+00 181+00
Ld
Z
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N
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APPLICANT:
EAST YANCEY WATER AND SEWER DISTRICT PROJECT:
SEWER SYSTEM IMPROVEMENTS
YANCEY COUNTY COURTHOUSE, ROOM 11
EAST YANCEY WATER AND SEWER DISTRICT
BURNSViLLE
NC 28714
, ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP

LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
m
G
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
ffl
c
g
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE: A S S O C I A T E S
YANCEY NORTH CAROLINA ENGINEERING •PLANNING •FINANCE
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S16 55 BROAD STREET ASHEVILLE, NC PI 1. [phone]

I

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t
0
CREEK CROSSING NO. 7
PROPOSED M
PLAN
SCALE: 1 "= 50
N 803899.4946,-`
E 103780,0 69
PROPOSED
CREEK CROSSING ,PER MEDIUM
CREEK CROS?JNU_ DETAIL
/lit,
111
STA _185+
'
/ Me
/ \\/ i %i'?/` ice/ ? ///?
SIG,
EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714

ic?.rcu. /
V
X12' C05Z?ETE WALL
AID R RELIEF?AtV("?^??
r /
??cr_e ?
SCHOp\
S= ROAD
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: FNORTH TTE:
YANCEY CAROLINA
SCALE: DATE: MAY, 2005 SHEET S17

0
om c Gm
A S S O C I A T E S
ENGINEERING•PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]

CREEK CROSSING NO. 7
PROFILE
SCALE: HORIZ. 1"= 50'
' 2530 VERT. 1 "= 5'
EXISTING GROUND - -
\
2525

2520

- 3 04%
2515 +?\
12" DIP ® 0.50%
2510
183+00
' APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE. NC 28714
11
PROPOSED CONSTRUCTION:
184+00 J 185+00
t`
0Ld00
00
I: z
< C4 04
cV
? Lr) N N ?
> ? O
U) LLI
13-
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FQ-
? O
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PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
'I INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
' YANCEY NORTH CAROLINA
SCALE: 1'= 50' DATE: MAY, 2005 SHEET SIB
-m-c G
A S S O C I A T E S
ENGINEERING-PLANNING •FINANCE
55 BROAD STREET ASHEVILLE, NC 1111. [phone]

\ ss \

/
/

ti v'\ n\?
s \
/ IN 22.72./%
i /1111 //
CRECK CROSSING NO. 8
PLAN
SCALE: 1"= 50'
30
\ OROPOSED MANHOLE
/ STA 189+35 I IN97 1
N
E
804172.9150
1037533.8836

08300474411
'1EVANS36 ORMANO PROPOSED
\v
230 CREEK CROSSING PER
MEDIUM CREEK
---??tR1SSING DETAIL
LITTLE
t
\120.0,
\\\\\\ \\
\\\\\
\\\\ \\\ \\
00
D MANH
STA 190+55 LIN
N 804292.7149
E 1037526.9574
' APPLICANT- EAST YANCEY WATER AND SEWER DISTRICT
YANCEY. COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:

\

,I INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
' IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S19
\ ?U.P.TEL.
UFFER ?TYP:
\ 083004742473000 \
\ \\\ allLLIN CHRISTOPHER do JILUAN N
\\\ \ \ .35 421\ \
\\\? \ PROP-OSED \\
?F-F-E NCES yP:)),
\\\? ? -TAID
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
O
A S S O C I A T E S
ENGINEERING•PLANNING•FINANCE
55 BROAD STREET ASHEVILLE, NC I'II. [phone]
i
i
CREEK CROSSING NO. 8
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
2530
Ld Lo Ld Lo
O'-??O O•-???
K O .-- 00 LLI O Ln 00
ZZc000-
ZZI- OOLo
QJC-4 Q?N?N
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0- ()F-ZZ 0- (nI-ZZ
' APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
' PROPOSED CONSTRUCTION:
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
@MCG 0-1-9
A S S O C I A T E S
ENGINEERING •PLANNING•FINANCE
55 BROAD STREET ASHEVILLE, NC I'll. [phone]
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1 "= 50' DATE: MAY, 2005 SHEET S20

CREEK CROSSING NO. 9
PLAN
SCALE: 1
s

nE CRABTREE CREEk
-- --'?-__ 25 TRnI IT of
PROPOSED MANHOLE
STA 265+35.11 'LJNE 1
?? ?ZSS N 804131.3636 0
1031458.7108
PROPOSED
SILT FENCE
PER DETAIL

STA 268+10.11
N 804339.7021
E 1031279.2113
EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
9
0mc'tGifl
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PI 1. [phone]
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S21
t
t
t
APPLICANT:
CREEK CROSSING NO. 9
PROFILE
SCALE: HORIZ. 1"= 50'
2600 VERT. 1 "= 5'
EXISTING GROUND
2595 /-
,0 LF DI PIPE
2590 ?- r? /- -- --

585

99 pvc L

0%
12" PV © 0.73%

2580 PER D ETAILS
267 +00 268 +00 269-
00
w Lv Y ,
-iZoLoLo
2-101??
Z.-'o 'o Lo
Q.--0) Co 04
NcV?
clLIJp?pwZ O
0-NWWW
w F- O »
0-V) - Z Z
EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP

LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S22
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
O
OMcG
A S S O C I A T E S
ENGINEERING•PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC I'll. [phone]

STA 12+70 LINE 2
N 800700.7380
E 1047745.7865p
wal"'t.?

PROPOSED MANHOLE ((? l /
STA 10+00 LINE 2= dill//?l! ;?,
STA 72+20 LINE 1
N 800871.5934 ; J u I f?llll
E 1047593.5930 /1

r -
IN ( / I / ! /%/
I ???./ llll?l
l ? ,l

e
i
CREEK CROSSING NO. 10
A YL CREEk 12'Rc

1 /
J l-
GR? OR , p
R DR N.C. HWY 80
NCHO 15'CONC.
WALL
-KWALL Y n / ?-
SIGN SIGN 2 "ROCK WALL
HALT
6 /0
00
Y?

084020707507000
BOONE JACK do KIM
GN 376
70
I A 1.5+.5U LINE
N `800642.9637
E 1 b47761.9769
yl?`"U" STA 10+90 LINE
aR, N 800781.9886
E 1047585.1679
P OPVSED I
CREEK CROSSING PER LARGE I
CREEK CROSSING DETAIL

2

084020705534000
BOONE JACK LEE
132
500
PROJECT-
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE.
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S23
e

SEE PLANS
D
A S S O C I A T E S
ENGINEERING-PLAN NING-FIN ANCE
55 BROAD STREET ASHE•VILLE, NC PI I. [phone]

PLAN
SCALE: 1"= 50'
t
CREEK CROSSING NO. 10
2460
2455
2450
2445
10+00
7
;J, N00000
toNNd'
Q JN
p N N N
?pO JZZo
p W F- F- F-
0 CL xF¢-O»>
W (/)F-ZZZ
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 17= 50DATE: MAY, 2005 SHEET S24
X111 +00 12+00
JO O?
00
_ N
Q N O .-d-
?N?cl-?N
a- Li p 0
OZujI-mf-
J ?
N - -
D O p
L-ij .+.WQWW
(n0JWWW
a.?WZZZ
O<n ---
W -p
Q. (n F- 00 00 00
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
OMCG 0-9-1
A S S O C I A T E S
ENGINEERING •PLANNING•PINANCE
55 BROAD STREET ASHEVILLE, NC P[i. [phone]
PROFILE
SCALE: HORIT 1"= 50'
VERT. 1 5'

I

8" PVC ® 0.40
8" DIP ® 0.507

ANHO
CREEK CROSSING NO. 11
' STA 27+27 LINE 2
N 799505.4986
E 1048170.4267 I?
' G" RAVEL
1
I I
l

PLAN
SCALE: 1 "= 50'
G j? LVES
INS`4125 ENS J I L
i
GAS 1
MARKER/
/ GAS MARKER
HA IN LIN
F8N
STA 24+90 LINE
N 799526.3202
E 1047993.9122
T CREEK i
I AYt. S
I
KNOW
891354000
R UpNNOWN
G\r
OPOSED
6 SILT FENCE
1 I(,TYP. ) / ?/?
y,Ek JOE
3 CLEN

25' TROUT BUFFER
TELE.ENTERS
/GROUND ® ,
r,
/
I
485
?PRO/PO?SED MANHOLE
;';STA 26+90 LINE 2
Ji; N 799490.8078
/i?/E /1048136.4682
rl r
PROPOSED
CREEK CROSSING
PER LARGE CREEK
CROSSING DETAIL
_ _ EttA1T?1 NK FENCE
4908748660000 EY/ YANCOP EDCOUN UC TIONPROPOSED GAS LINE
427 50 LF 20" BORED ENCASEMENT
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
1 PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
' IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
' SCALE: 1 "= 50' DATE: MAY, 2005 SHEET S25
STA 25+90 LINE
N 799442.7222
E 1048048.7882
PROJECT-
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
CG 11-1-1
A S S O C I A T E S
ENGINEEIZING•PLANNING-FINANCE
55 BROAD STREET ASHEVILLE, NC PII. [phone]
/
ao ?
GRAVEL j /,?? _

CREEK CROSSING NO. 11
PROFILE
SCALE: HORIZ. 1"= 50'
' VERT. 1 "= 5'

2475

I GAS
'? - 2470
/ I 1

f
GAS L /
2465

„ p\P @ 8" PVC ® 8.00%
8" DIP ® 0.40%
2460
25+00 26+00 27+00
Ld 0) w Lo
L'i J ? JONO?F\ JON??CA
04
PROPOSED mW
rnr? zZ? C° zzcri?C°
50 LF 20" BORE Qz0)0`F- QJ?coC-4 QJ?.`D
AND ENCASEMENT ?JN ?OC404 NNF-
ONN?' 00)>Z D ON
OO>Z= W +0 W +Ld-o
?J
O ONW
ONW
w
?
??
?O
r
rZ a
_
04 UJ
n
U-1 uj OQ
WLd
a- w of 0
Q
-
_
OQa
>j WHO>> WF
-O>>
' _
rYF-O M0F-MWF-
--
APPLICANT:
EAST YANCEY WATER AND SEWER DISTRICT PROJECT:
SEWER SYSTEM IMPROVEMENTS
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE
NC 28714
EAST YANCEY WATER AND SEWER DISTRICT

' ,
PROPOSED CONSTRUCTION ADJACENT PROPERTY OWNERS:
: SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
' AREA TO PROPOSED WWTP

LOCATION:
A
' IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE

R

MCG
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE: A S S O C I A T E S
YANCEY NORTH CAROLINA ENGINEERING •PLANNING •FINANCE
SCALE: 1 "= 50' DATE: MAY, 2005 SHEET S26 55 BROAD STREET ASIfEVILLE, NC PII. [phone]

CREEK CROSSINGS NO. 12 AND 13
y ?i
\ \ I I I
?III
\ \` III I
1 III I
?1 \111 ?J ? I
TROD
\BUf
?F17A90888
BLALOCK CERAtt
1

PLAN
SCALE: 1 "= 50'
/ I \ 1
PROPOSED
AERIAL SEWER LINE
(RO??ING? PFR nFTAII S

/I

1PR¢P?SE
SILT RE CE ?(? P')?
( PEI IJE?AjL?, 3
p
I V I I I Q'1
I 07W908EI8331 70 I
VIII 1 BvIGG?35E 0 p? I
h I I q27
I I I
? ???\ I I I I
\ 1 I I
A YLES CRS
)LE

ETA 35 27 LINE 2
N 798791.9916
_ .. I _ 510 =\\\\?\ ?\ ??.
PROPOSED MANHOLE
STA 36+52 LINE 2 2525 \?\?\\\\?\?\\??Il?u l
N 798668.2169
E 1048429.7642
NOTE: CONCRETE PIERS PER DETAILS.
PIERS SHALL BE CONSTRUCTED WITHIN COFFER
DAMS PER DETAIL, FOR EROSION CONTROL AND
CONCRETE CONTAINMENT. (TYP ALL PIERS).
EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714

PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S27
0
CG A S S O C I A T E S
ENGINEERING•PLANNING•PINANCE
55 BROAD STREET ASHEVILLE, NC P1L [phone]

I
CREEK CROSSING NO. 12 AND 13
PROFILE
SCALE: HORIZ. 1" = 50'
VERT. 1 " = 5'
35+00 36+00 37+00 2505
' 40
S LF
PAN LONG

DIP

40 LF LO NG
' SPAN D IP 2500

ll
o0%
_ pIP a ' I
2495

2490
' Ld 04
c

NON
p
q Q: Q!
V
'JNON?
O
Q!
Of
= w to O C
_W W_
a a
(D n un r?
ZZ
Lo _W W

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n?.
.
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J
rn
-.4-
-'t I-
a
Ld
a
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Qf
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L+
li
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on 0
to (n co
I Q r?'
C
a- ? L L
a- (n a. (/) 0- (n 0- (n
' APPLICANT:
EAST YANCEY WATER AND SEWER DISTRICT PROJECT:
SEWER SYSTEM IMPROVEMENTS
YANCEY COUNTY COURTHOUSE, ROOM
BURNSVILLE, NC 28714 11
EAST YANCEY WATER AND SEWER
DISTRICT
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND M ICAVILLE
AREA TO PROPOSED WWTP

LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
R
mc
G
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE: A S S O C I A T E S
YANCEY NORTH CAROLINA ENGIN EERING -PLANNING •FINANCE
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S28 55 BROAD STREET ASHEVILLE, NC PlL [phone]

I
I
' STA 39+77 LINE 2
N 798363.2855''--
E 1048317.6090
1

' \\
\\ \ \ 074908
BRIGG!

LARGE aW PINE
i
CREEK CROSSINGS NO. 14
PLAN
its
SCALE: 1 50' ?ju
-z 11
SIB
?? ? 1111 1 11111/ ? ? l \? , l / /
1 l? ?I I I 1 I l I ///
NY
_-
oo? d?ILIl

\ n?
z,\

ii-
i

NOTE: CONCRETE PIERS PER DETAILS.
PIERS SHALL BE CONSTRUCTED WITHIN COFFER
DAMS PER DETAIL, FOR EROSION CONTROL AND
CONCRETE CONTAINMENT. (TYP ALL PIERS).
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1 "= 50' DATE: MAY, 2005 SHEET S29
PROPOSED
AERIAL SEWER LINE
CROSSING PER DETAILS
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
O
A S S O C I A T E S
ENGINEERING•PLANNING •FINANCE
55 BROAD STREET ASIfEVILLE, NC PII. [phone]
W II/I /
J ? 1
5,z"j
II ?b/4
I? ! ; 7///ir11
/

?7 -? lll! null a IIII iii
PROPOSED MANE
STA 41+52 LINE
N 798189.6516
?/ ) E 1048295.7852

1

CREEK CROSSING NO. 14
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
2515
40 LF LONG
SPA DIP
EXISTING GRO ND
2510 ` n

D IP ® . 50 r

2505

2500 W W
40+ 00 w 41+00 w 424
ONO0o00
= 00 W OL
ZZOOC04
< -1Lo?N
I, N N F-
O
W +Ld_o
0V) W
??-o
I1N1-ZZ
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
of
U
z
00 Ir
U
z
U
W t\
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O
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N W O
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000
L.Li
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NN
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00
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cl
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_

I
V . O
+
J
' W?
Q
L
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x 1-o»
a. U) -ZZ
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY. STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S30
00
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
@McGffl
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC P11. [phone]

CREEK CROSSINGS NO. 15
PLAN
SCALE: 1 50' II
III r -
c III ? ___
N.C. H 80?l l p? I _
PROPOSED MANHOLE
STA 67+97 LINE
W/ 4 LF 8" PVC
--STUBOUT AND PLUG
00
qvi ?? _
00 a -N 796185.2765
1047754.387-6/
/j`?'? --?-
=Dti040 BIFE - J
AMES ___---,-_-
?AYLES CREEK - - .T- -- - ?
I, t
PROPOSED
CREEK CROSSING PER MEQIUM i --
---=- - t CREEK CROSSING DETAILS
TO ACCO DRYING R 17
_ _ __ _ _I OLES
L? ??e_?ELEdTRIC \
I I OBgCCO
PROPOSED DR1 NG
SILT FENCE (TYP.
EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
P OSED MANHOLE t
STA 66+97 LINE 2 ?\ O
W/ 4 LF 8" PVC ROBINSON BYRLEBURDETTE & BEATRICE M
313
STUBOUT AND PLUG 423
.
N 796206.1205
E 1047656.5841
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S31
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
OMcG
A S S O C I A T E S
ENGINEERING•PLANNING•FINANCE
55 BROAD STREET ASHEVILLE, NC PIi. [phone]
v

CREEK CROSSING NO. 15
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 5'
2550
i
1
2545

3•
" PvC
2540 - $
g" PVC 1.00% 1p
2535,
66+00 67+00 68+00

00 Lo
N
N
??00
?O1? O
O
ZZr, 00L ZZf?00Lo
< fi -.4- to cq f! to 04
f?NN? r,,, C,404
?cr) >Z? 0(:Y) >ZO
O
(nCOJ (nI\J
of
of x
CL
n_
--
rYHO rYHO
CL(nl-ZZ CL (nl-ZZ
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT PROJECT:
SEWER SYSTEM IMPROVEMENTS
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE
NC 28714 EAST YANCEY WATER AND SEWER DISTRICT
, ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP

LOCATION:
e
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
l
'
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
0
f
t
mcGi
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE: A S S O C I A T E S
YANCEY NORTH CAROLINA ENGINEERING•PLANNING -FINANCE
SCALE: F= 50' DATE MAY, 2005 SHEET S32 55 BROAD STREET ASIIGVILLG, NC PI I. cszs> 252-0575

--?- _ `- PER MEDIUM
j DETAIL

11

0

1.1

11

N 792181.6776
E 1046977.0129
CREEK CROSSINGS NO. 16
PLAN
SCALE: 1 "= 50' - - L
)?j r -2635
- -G?2A DRIVE - -
` 074 00j2?21,158000
YO G j=T44.W-&-9F+ER5
389 - ---
i
?--rttouT

,-PROPOSECS
SILT FENCE
-,(TYP. )
EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S33
---
SIGN -

N 792139.1829
E 1046897.6768
PROPOSED
CREEK CROSSING
CREEK CROSSING
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
0mcGill
A S S O C I A T E S
ENGINEERING•PLANNING•FINANCE
55 BROAD STREET ASHEVILLE, NC 11L [phone]

CREEK CROSSING NO. 16
PROFILE
SCALE: HORIZ. 1 50'
VERT. 1 5'

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EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714

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PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS

INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: F= 50' DATE: MAY, 2005 SHEET S34

qMcG a-v-d
A S S O C I A T E S
ENGINEERING•PLANNING•FINANCE
55 BROAD STREET ASHEVILLE, NC 11 L [phone]

I B ? TOP STREAM BANK
? I
i i
j 1 w I i SANDBAGS
/-TEMP. 18" CMP
FOR STREAM FLOW
NOTE: STABILIZE STREAM BANK PER
DETAIL AFTER PIPE INSTALLATION
j
i
N
W
Q
i
6" OF #57 i
WASHED STONE
i
i
F
A
i
FLOW
PROPOSED
WATER OR SEWER LINE
i
i
j ?RIPRAP DAM
A
B
PLAN
CREEK CROSSING DETAIL
(SMALL CREEK)
EAST YANCEY WATER AND SEWER DISTRICT PROJECT:
YANCEY COUNTY COURTHOUSE, ROOM 11 SEWER SYSTEM IMPROVEMENTS
BURNSVILLE, NC 28714 EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
OMcG
A S S O C I A T E S
ENGINEERING-PLANNING •FINANCE
55 BROAD STREET ASHEVILLE, NC PIL [phone]
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAMLLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1 "= 50' DATE: MAY, 2005 SHEET S35

11

4' MIN.
NATURAL
NATURAL GROUND
GROUND
2'
+
EXTEND FILTER FABRIC
12" INTO CHANNEL BANK
11 Tom, r CLASS B RIPRAP
j(18" MINIMUM THICKNESS)
TEMP. 18" CMP
FOR STREAM FLOW
SECTION AA
6" OF ##57
WASHED STONE
10'
2
1 ,?x EXCAVATE
t -y WMATERIAL

1

FILTER FABRIC
FILTER FABRIC BLANKET
(MIRAFI 140N OR APPROVED
EQUAL)
TEMP. 18" CMP
FOR STREAM FLOW
SANDBAGS
-STREAM
:Z-n / BED
ES
CLASS B RIPRAP (REMOVE AFTER-J
CONSTRUCTION OR REUSE FOR
STREAM BANK STABILIZATION)
L4 PROPOSED
WATER OR SEWER LINE
SECTION BB
CREEK CROSSING DETAIL
(SMALL CREEK)
EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, INC 28714
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
0mcG O
A S S O C I A T E S
ENGINEERING -PLANNING. FINANCE
55 BROAD STREET ASHEVILLE, NC PIL [phone]
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S36

1

I B? I
EXISTINGl CREEK ;
1
TEMPORARY PIPE
SAND BAG BERM I (SIZED TO CARRY NORMAL FLOW)
U)
w
INSTALL PIPE UNDER -J
TEMPORARY PIPE I PROPOSED
SAND BAG BERM WATER OR SEWER LINE
AL I B j J A
PLAN
SAND BAG BERM /' TEMPORARY PIPE
/ (SIZED TO CARRY NORMAL FLOW)
EXISTING
CREEK BANK
INSTALL PIPE UNDER
TEMPORARY PIPE
SECTION AA
CREEK CROSSING
(MEDIUM CREEKS)
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY:
' YANCEY
SCALE: 1"= 50'
STATE:
DATE: MAY, 2005 1 SHEET S37
EXISTING
CREEK BANK
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
O
OMcG
A S S O C I A T E S
ENGINEERING-PLANNING -FINANCE
55 BROAD STREET ASH VILLE, NC P1 1. [phone]
' PRECAST
CONCRETE
?q
L

CREEK OR RIVER CROSSING
(LARGE CREEKS AND RIVER)
NOTE: COFFER DAM DETAIL ALSO USED FOR PIER
CONSTRUCTION ON AERIAL CROSSINGS
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
' PROPOSED CONSTRUCTION:
,I INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
' YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S38
WATER LEVEL-
(FIELD VERIFY)
CREEK
PIPE
WATER FLOW
SANDBAGS
AT ANY
OR.
STREAM BANK
TOP OF STREAM BANK-/
PLAN
PRECAST CLASS B
CONCRETE RIPRAP-
BARRIER
PLASTIC LINER
CREEK
SANDBAGS
ON FACE
-WATER LEVEL
(FIELD VERIFY)
1
NOTES: SECTION AA
1. COFFER DAM WALL BE BUILT SO THAT APPROXIMATELY ONE-HALF (1/2) 4. STREAM BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR
OF THE STREAM CHANNEL IS OPEN AT ALL TIMES. CONSTRUCTION OF PIPE LINE AND WALL BE RESTORED TO ORIGINAL
2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER DAM. CONTOURS WHEN WORK IS COMPLETE.
3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED 5. ALTERNATIVE COFFER DAM MATERIAL IS ACCEPTABLE BUT SHALL
IN STREAM FOR ANY REASON. BE APPROVED BY THE ENGINEER.
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
0mcGilial
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PEL [phone]

2" STEEL ANGLE
' POST SET MIN. 18"
INTO GROUND
I

8' MAX FOR STD. STRENGTH FABRIC
NTH WIRE MESH REINFORCEMENT
OR
6' MAX FOR EXTRA STRENGTH
FABRIC W/O WIRE MESH --,
SYNTHETIC
FILTER FABRIC SHALL BE
BACKFILLED A MIN. OF 8"
SILT FENCE
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL
' REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
' IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
' SCALE: 1"= 50' DATE: MAY, 2005 SHEET S39
SYNTHETIC FILTER FABRIC
ATTACHED TO POSTS WITH
APPROVED FASTENERS. PLACE
ON UPHILL SIDE OF FENCE.
SYNTHETIC
FI LTER
FABRIC
EXCAVATE 8"x8" TRENCH UPSLOPE ALONG LINE
OF POSTS. EXTEND FILTER FABRIC INTO TRENCH,
BACKFILL TRENCH AND COMPACT SOIL
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
0m__cGl_fijl
A S S O C I A T E S
ENGINEERING•PLANNING-FIN ANCE
55 BROAD STREET ASHEVILLE, NC PI 1. [phone]
18" GROUND
MAX.

L

NOTES:
' 1. THIS DETAIL SHALL BE USED WHERE NOTED ON THE PLANS OR
ANYWHERE SEPARATION BETWEEN THE SEWER OR WATER LINE
AND STREAM IS LESS THAN 25 FEET.
' 2. SILT FENCE IN THESE AREAS SHALL BE INSTALLED PRIOR TO
BEGINNING EXCAVATION FOR THE PROPOSED LINE.
3. EXCAVATED MATERIAL SHALL BE PLACED ON SIDE OF TRENCH
' AWAY FROM STREAM.
4. STREAM PROTECTION AREA SHALL BE SEEDED IMMEDIATELY AFTER
INSTALLATION OF PROPOSED LINE.
115. SILT FENCE SHALL BE MAINTAINED UNTIL VEGETATIVE COVER
IS ESTABLISHED.
APPLICANT: PROJECT:
EAST YANCEY WATER AND SEWER DISTRICT SEWER SYSTEM IMPROVEMENTS
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714 EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
' PROPOSED CONSTRUCTION:
,I INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
' IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
' SCALE: 1"= 50' DATE: MAY, 2005 SHEET S40
SEE PLANS
O
OMcG
A S S O C I A T E S
ENGINEERING-PLANNING •FINANCE
55 BROAD STREET ASHEVILLE, NC PII. [phone]
(SEE TRENCHING DETAIL)
STREAM PROTECTION DURING EXCAVATION

RESLOPE EXISTING STREAM BANK TO ORIGINAL
CONTOURS AND STABILIZE WITH NATIVE PLANT
SEED MIX PER EROSION CONTROL NOTES
NORMAL STREAM LEVEL
ANCHOR FABRIC 6"
INTO EARTH FILL
\\\??\\\\?\\\?? 2' MAX.
\??\\\\\ VARIES 6" - 12
12" - 18" CLASS B RIPRAP
FILTER FABRIC (MIRAFI '?\\\??%\\
140N OR EQUAL) EXTEND RIPRAP A MINIMUM
\\\. OF 12" BELOW STREAM BED
STREAM BANK PROTECTION
(NO FERTILIZER TO BE USED WITHIN 10' OF BANK)
APPLICANT. EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE.
YANCEY NORTH CAROLINA
SCALE: DATE: MAY, 2005 SHEET S41
OMcG
A S S O C I A T E S
ENGINEERING-PLAN NING FINANCE
55 BROAD STREET ASHEVILLE, NC PIL [phone]

r

LONG SPAN
PIPE JOINT
APPROX. 2' (TYP)
L_
NOTE: LONG SPAN PIPE SHALL BE USED FOR UNSUPPORTED SPANS
GREATER THAN 20'. SEE SPECIFICATIONS FOR LONG SPAN PIPE
REQUIREMENTS. SHOP DRAWINGS FOR LONG SPAN PIPE SHALL BE
SUBMITTED AND APPROVED PRIOR TO INSTALLATION.

TYPICAL ELEVATED CROSSING

APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1 "= 50' DATE: MAY, 2005 SHEET S42
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
0mcG O-V-.d
A S S O C I A T E S
ENGINEERING -PLANNING -FIN ANCE
55 BROAD STREET ASHEVILLE, NC 111. [phone]
TYPICAL CONCRETE PIER.
DESIGN AND LOCATION PER PLANS.

3'-0' CONCRETE PAD EXTENDS 1'
BEYOND BASE OF PIER (TYP)
PIPE O.D. +12' 3'_p•

TYP.
o
3-t9 O
N EACH FACE
110

PIER FOOTING
-
UCTI[F IRZR
PIPE-
STRAP AND ANCHORS PLAN
(SEE DETAIL)
STRAP AND ANCHORS
(SEE DETAIL)
3/4' CHAMFER ON ALL DUCTILE IRON PIPE
EXPOSED EDGES (TYPICAL
•.
j8 O 7' µ O 16
EACH FACE
STD. 90'
HOOK TYP.
3'-0'
. ? TYP.

v
t

/5 O 9', LAP
1'-6' EACH END
O 12'
fe O 12%
1'-6' EACH END
CLEAN ROCK OR CONCRETE SURFACE
CONCRETE PAD EXTENDS 1' O 12',
BEYOND BASE OF PIER (TYP) - ti
n
15 DOWELS O 1'-0
ALL AROUND PERIMETER
OF FOOTING

SET DOWELS IN
3'Oz2'-2' PRE DRILLED
HOLES IN ROCK. EXTEND DOWELS
16' MIN. INTO FOOTING AND ANCHOR
WITH EPOXY GROUT SYSTEM
2'-6' DEEP CONCRETE PAD TO BE CONSTRUCTED J TYP
OF 3000 PSI CONCRETE IF BED ROCK NOT FOUND
CONCRETE PIER AND FOUNDATION DETAIL

J

APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714

PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1 "= 50' DATE: MAY, 2005 SHEET S43

NOT TO SCALE
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
OMcG
A S S O C I A T E S
ENGINEERING-PLANNING •FINANCE
55 BROAD STREET ASIIEVILLE, NC PEI. [phone]

I
I

I
I

I
I
BOLT DIA. + 1/16"
IOLT
NOTES:
1. ANCHOR BOLTS AND STRAPS SHALL BE GALVANIZED OR STAINLESS STEEL.
2. GALVANIZED STEEL OR IRON CAN BE USED.
3. FOR PIPE 24" AND LARGER USE 1" DIA. BOLTS.
4. HOLES TO BE DRILLED IN STRAP.
5. PROVIDE WASHERS UNDER STRAP SUCH THAT STRAP IS PULLED DOWN TIGHT.
PIPE STRAP FOR PIERS
APPLICANT. EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
11
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S44
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
OMCG ID -9 -1
A S S O C I A T E S
ENGINEERING•PLANNING FINANCE
55 BROAD STREET ASHEVILLE, NC Pfi. [phone]

CLASS A OR B
EROSION CONTROL STONE
12" WASHED STONE
FLOW
FILTER FABRIC

SECTION A-A
24" MAX.
AT CENTER
STONE CHECK DAM:
STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
FROM CUTTING AROUND THE DAM.
A AND B ARE OF EQUAL ELEVATION = THE DISTANCE SUCH THAT POINTS

THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM:
- ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT
EXCEED 2 ACRES.
- KEEP THE MAXIMUM HEIGHT AT 2 FT AT THE CENTER OF THE DAM.
- KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN
THE OUTER EDGES AT NATURAL GROUND ELEVATION.
- KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER.
- STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION
CAUSED BY CHECK DAMS.

RIPRAP CHECK DAM
APPLICANT: EAST YANCEY WATER AND SEWER DISTRICT
YANCEY COUNTY COURTHOUSE, ROOM 11
BURNSVILLE, NC 28714
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
' IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
' YANCEY NORTH CAROLINA
SCALE: 1"= 50' DATE: MAY, 2005 SHEET S45
PROJECT:
SEWER SYSTEM IMPROVEMENTS
EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
SEE PLANS
0McG
A S S O C I A T E S
ENGINEERING•PLANNING-FINANCE
55 BROAD STREET ASHEVILLE, NC PII. [phone]
FACE VIEW

VARIES
V MIN. FREEBOARD
MATCH EXISTING
DITCH DEPTH
(8' MAX)
/ N-- CLASS I
O RIPRAP
EXTEND FILTER FABRIC
6" INTO CHANNEL BANK
#57 WASHED STONE
WIDTH AS REQUIRED
BY CHANNEL
FACE VIEW
FILTER FABRIC 1' MIN. FREEBOARD
X57 WASHED STONE
' N FACE OF DAM
2 3 MATCH EXISTING
DITCH DEPTH

I (B' MAX)
1? ?1
FLOW
' CARRY CLASS I RIPRAP
UP SIDE OF BANK 8, MIN. FILTER FABRIC ROCK APPROX.
MIN. (a DAM HT.)
' SIDE VIEW
NOTES:
1. RIRAP AND WASHED STONE SHALL BE CHECKED AFTER EACH RAINFALL
' TO ENSURE AGAINST EROSION AND SHALL BE REPAIRED AS REQUIRED.
2. SEDIMENT SHALL BE REMOVED WHEN DEPTH OF SEDIMENT REACHES
1/2 HEIGHT OF DAM.
3. SILT SCREEN SHALL BE REMOVED FROM CREEK AFTER CREEK CROSSING
HAS BEEN STABILIZED.
' ROCK SILT SCREEN
' APPLICANT:
EAST YANCEY WATER AND SEWER DISTRICT PROJECT:

YANCEY COUNTY COURTHOUSE
ROOM 11 SEWER SYSTEM IMPROVEMENTS
,
BURNSVILLE, NC 28714 EAST YANCEY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH AND 8-INCH GRAVITY SEWER
LINES SERVING THE EAST YANCEY COUNTY AND MICAVILLE
AREA TO PROPOSED WWTP
LOCATION:
IN THE VICINITY OF MICAVILLE AND EAST YANCEY COUNTY
ALONG LITTLE CRABTREE CREEK, AYLES CREEK AND THE
SOUTH TOE RIVER; NEAR SRs 1307, 1186 AND U.S. 19E
COUNTY: STATE:
YANCEY NORTH CAROLINA
SCALE: DATE: MAY, 2005 SHEET S46
SEE PLANS
O
RMcG
A S S O C I A T E S
ENGINEERING•PLANNING -FIN ANCE
55 BROAD STREET ASHEVILLE, NC I'H. [phone]
i I• ") , I»(i.,' ?1:-,J L_= - , xJ I(l:-l 11,x`, i _ `? \'??-:, I 7,
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( '?•
fi. 'il ^? -- I •" I,1 \ I ???, - = ; ` ' 1111 I;I `t 1?-,,,`,1 t'1 {?.h rv'1! `' \ \ II 'i'' ')i'' ?% ?i'-- v
"?tis^.f I !'ay ?p, i _' I 'r '/ '+ ;/, }I. ? I lr a\` I'IQ ? \\` 1 .?I?,. "?'? ? i I,I?I \? .I ?',',' // ?L',\ 1 .I i ,•.,I? , 1\
- q?i ?? 'C'?.,{? ?• !? , .1 S, /,? •Ji,l ??\-1 ;11.1 _.-J .\. r?'(?? o. I ICI nI I?'f1-'•,1/ ,..,1)'i `1J!les ,Jr- (' I,``/:
Ci •II ??, \ f ,t, ?I ?' { r/: ` J.i'I C`Ii,•? tJ 1' I?! _ \ii r' ..$1,11 b' ?? I 1\\ `;I ,'el'N•fr,.f,J l?}y,' ;.ri Ilt\V?'''`\?`%--?1'r v Jj,
-- t .' ; ' : \,}? : `x , -?'; ,./. ' I?•Ij(:- - _, ,\ .,?- L, ',?;;. ,, ' '+?,rl , I,; ?'. ;? ,,,, _ _?u?.J-' f PROPOSED SEWER SYSTEM IMPROVEMENTS
j (I .'`t,. I,Y??1/? '/ •?.:? .(I( ('1? 111.1 Ili;; r,iA ,?1','i lt, I:'1.1/rc r =`r9 \"' ,
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