20060196 Ver 1_COMPLETE FILE_20060206

MAR 2 9 2006
DENR?q}y?,Q,•UALITY
® North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
MEMORANDUM
TO: Steve Chapin, Permit Coordinator
Asheville Office, U.S._Aramy.Corps-of-Engineers
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program
DATE: February 28, 2006
SUBJECT: The Preserve at Winkler's Creek, Unnamed Tributary Winkler's Creek (WS-II,
Trout), Watauga County.
The applicant is requesting a letter of concurrence from the North Carolina Wildlife Resources
Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of Engineers. The
NCWRC has reviewed information provided by the applicant, and field biologists on our staff
are familiar with habitat values of the project area. These comments are provided in accordance
with provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The project is to construct a pond on perennial waters for aesthetic and stormwater detention
requirements above the Town of Boone's water supply dam and intake. I conducted a site visit
with Kevin Hining, Fish biologist on February 20, 2006. Wild brown and rainbow trout are
known for the area.
Based on the information provided by the applicant and our knowledge of the range of trout in
the project area, we do not believe this project will cause significant effects to waters supporting
trout. Therefore, we do not object to the project providing the following non-prioritized
conditions are implemented and maintained:
1. Instream work and land disturbance within the 25-foot wide buffer zone are prohibited
during the trout spawning seasons of October 15 through April 15 to protect the egg and
fry stages of trout.
2-00 4 G [? ?
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - KaleigN NU Z 10YY-1 iZ 1
Telephone: [phone] - Fax: [phone]
Preserve at Winkler's Creek -Page 2 -
February 28, 2006
2. A cold water release will be provided as indicated. Released pond waters should be
aerated. Information on coldwater releases for ponds may be obtained at the following
/pizl 1 CommInfoContacts/pal 1d4 l.pdf.
website: httl2://www.ncwildlife.o.rv
3. The pond should have minimum low release to ensure that 7Q 10 or higher flows are
constantly provided below the dam.
4. If concrete will be used, work must be accomplished so that wet concrete does not
contact stream water.
5. Sediment and erosion control measures shall adhere to the design standards for sensitive
watersheds (15A NCAC 4B .0124).
6. Any required sediment and erosion control devices used during the development of roads,
etc. should be converted to vegetated stormwater bioretention devices upon job
completion.
7. The twenty-five foot trout buffer will be preserved and restored around the pond and
stream as undisturbed-forested buffers. -Additionally, the platted "Green Area" common
lot specified must be preserved in like manner. These buffer areas must be permanently
protected through a conservation easement.
8. Disturbed streambanks should be restored to pre existing conditions. Streambanks can be
revegetated with silky dogwood, rhododendron, dog hobble, red maple, silky willow, tag
alder, black willow, sycamore, or other native woody species to provide long term bank
stability and stream shading. Note that silky dogwood, silky willow and black willow
can be planted as live stakes collected during the dormant growing season Cuttings
should be randomly planted and done on four (4) foot centers from the waters edge to the
top of the bank. Trees should be planted on ten (10) to twelve (12) foot centers. Stream
banks in these areas should also be seeded with an approved wetland seed mix or
temporary crop of wheat or rye.
Please be advised that this site has unique site considerations and that this agency does not
support the use of jurisdictional waters for water treatment purposes. Thank you for the
opportunity to review and comment on this project. If you have any questions regarding these
comments, please contact me at 3361769-9453.
Ec: Daryl Lamb, DWQ-WSRO
Randy Woodrow, Watauga County
-Matt-Gantt,-DLR WSRO,___
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
o - -c
Mr. Michael Testerman
Mountaintop Home Builders, LLC
290 Stairway-To-Heaven
Vilas, NC 28692
Lg DO
MAR23206
DENR - WATER QUALITY
VjVLq,DS tljo STOMENXTER ERMiW
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Testerman:
Alan W. Klimek, P.E. Director
Division of Water Quality
March 20, 2006
DWQ# 06-0196
Watauga County
Mountaintop Home Builders, LLC has our approval, in accordance with the attached conditions, to impact by
placement of permanent fill and flooding, 149 linear feet of stream in order to construct a 0.65 acre
stormwater flood control pond for The Preserve at Winkler's Creek residential subdivision located near the
intersection of Deck Hill Road and Hemlock Branch Road in Boone, Watauga County, as described in your
application received by the Division of Water Quality (DWQ) on February 6, 2006. After reviewing your
application, we have determined that this fill is covered by General Water Quality Certification Number 3402,
which can be viewed on our web site at http://www.ncwaterquality.org/wetlands.html. This Certification
allows you to use Nationwide Permit Number 39 when it is issued by the U.S. Army Corps of Engineers. In
addition, you should secure any other applicable federal, state or local permits before you proceed with your
project, including (but not limited to) those required by Sediment and Erosion Control, Non-Discharge, and
Water Supply Watershed regulations. Also, this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you maybe required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fill for this
project (now or in the future) exceeds one acre, or total fill to perennial streams equals or exceeds 150 linear
feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval
to be valid, you must follow the conditions listed in the attached certifications, as well as the additional
conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
1? Carolina
Natundy
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet http//:www.ncwaterguality.or_q
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Michael Testerman
Page 2, DWQ# 06-0196
March 20, 2006
Amount Approved Plan Location or Reference
Streams 149 linear feet Unnamed tributary to Winkler Creek, located near the
intersection of Deck Road and Hemlock Branch Road in
Boone, Watauga County.

2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
faceWater _
-- - that-are-applicable-to Glass WS-II-waters, as_descrihed in15ANCAC 02B .0214 Fresh,5ur
Quality Standards For Class WS-II Waters, and to waters classified as Trout and High Quality Waters.
Such measures must equal or exceed the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. These measures must be maintained on all
construction sites, borrow sites, and waste pile (spoil) sites, including contractor owned and leased
borrow pits, which are associated with this project.
3. 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 measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
project is completed or, if applicable, within six months of the date that the project is released by the
North Carolina Division of Land Resources.
4. No waste, spoils, 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.
Because of site constraints and a steep stream gradient immediately below the impoundment area, the
culvert required for this project maybe placed a maximum of 48-inches-above stream grade-at-the- outlet
end. A plunge pool dissipater must be installed in the stream channel immediately beneath the culvert
outfall. The plunge pool must protect the outlet pipe and immediate downstream reach from erosion.
The riprap required for the plunge pool shall be limited to the minimum dimensions specified by
appropriate engineering calculations. Riprap may only be used below the normal high water level. The
original grade and elevation of the stream's cross-section must be maintained. Riprap placed in the
stream bottom must be inserted into the bottom matrix to a depth sufficient to provide the thickness of
riprap required for scour protection. The elevation of the stream bottom must not be increased by the
placement of riprap. Placement of riprap must not result in destabilization of the streambed or banks
upstream or downstream of the pond.
6. Instream work and land disturbance within a 25-foot wide buffer zone on either side of the stream are
prohibited during the trout spawning season of October 15th through April 15th in order to protect the
egg and fry stages of trout.
Mr. Michael Testerman
Page 3, DWQ# 06-0196
March 20, 2006
7. An aerated cold-water release from the pond shall be provided, which shall ensure that no less than a
7Q10 flow is constantly provided below the dam.
8.1 The 25-foot trout buffer around.the pond and onsite stream reaches shall be restored and permanently
preserved as an undisturbed forested buffer. Any stream banks disturbed by construction activities shall
be restored to pre-existing conditions.
9. All construction activities associated with this project shall minimize built-upon surface area, direct
stormwater runoff away from surface waters, and incorporate best management practices to minimize
water quality impacts. If concrete is used with any fill material, it shall not be allowed to come in
contact with surface waters until it has cured. If any stormwater must be collected for discharge into a
stream channel, it shall not enter the stream as a point source, but shall be slowed and discharged as
sheet flow prior to entering the riparian buffer on either side of the stream. - --
10. Upon finishing the project, the Applicant shall fill out' and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been completed.
This certificate should be returned to the Wetlands/401 Certification Unit of the NC Division of Water
Quality at the address listed on the form. Along with the Certificate of Completion, please send
photographs of the completed stormwater flood control pond, discharge outlet, and plunge pool to
document correct construction.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4959 or Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
Sincerely,
Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc: Mr. Steve Chapin, U. S. Army Corps of Engineers, Asheville Regulatory Field Office
DWQ, Winston-Salem Regional Office
Central Files
Wetlands/401 File Copy
Mr. Benjamin B. Thomas, PE, West Consultants, PLLC, 405 S. Sterling Street, Morganton, NC 28655
Triage Check List
Date: 3/23/06
Project Name: The Preserve At Winkler's Creek
DWQ#: 06-0196
County: Watauga
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 3/21/06 - 5/19/06

From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you 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 (Meuse, 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!
WES I -
CONSULTANTSo«<
March 16, 2006
Ms. Cyndi Karoly
NC Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
405 South Sterling Street, Morganton NC 28655
828 433 5661 / Fax [phone] / [e-mail]
RE: Nation 39 Request
The Preserve at Winkler's Creek
Watauga County, North Carolina
Dear Ms. Karoly:
MM ? ? ?A9F
f 1;
On March 9, 2006, I met with Daryl Lamb of the Division of Water Quality Winston-Salem Regional Office at the
subject site, along with the applicant, Mr. Testerman. Upon review of the site conditions and the proposed
construction, it was noted that the outlet end of the culvert is planned to be perched above the natural stream bed.
Normally DWQ would require that the outlet end meet the existing stream bed elevations. The feasibility of doing
this was discussed. It was determined that doing so would be impractical due to the excessive depth of earth cut that
would be required. Furthermore, and more importantly, it was discussed that the intent of setting the outlet end of
the culvert at streambed elevation is to allow for fish and wildlife passage, and since a concrete riser is required at
the inlet of the culvert (to provide flood control per the local ordinance), such passage would not be provided
anyway. Furthermore, no meaningful passage exists now since the natural flow of water is through the old fill
material (presumably placed in the 1970's), i.e., there is no culvert now in place under the existing road.
Therefore, we are proposing that the culvert outlet end be perched above the stream. In order to protect the stream
and its adjacent areas, a plunge pool type energy dissipater is proposed. It is designed to prevent scour of the soils
near the pipe outlet and to prevent downstream erosion that would result from excessive velocity. A detail has been
added to the plan sheet (see enclosed).
If you need additional information to continue your review, please let me know.
Sincerely,
WEST CONSULTANTS, PLLC
Benjamin B. Thomas, P.E.
/kJ
cc: Daryl Lamb
Mr. Michael Testerman

/ A£. `.'.dir.! ? `'? ~?R "? y..: ._'f .aaY?v_
u

f] North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
MEMORANDUM
TO: Steve Chapin, Permit Coordinator
Asheville Office, U.S. Corps of Engineers
FROM: Ron Linville, Regional Coordinator ZWW
Habitat Conservation Program
DATE: February 28, 2006
SUBJECT: The Preserve at Winkler's Creek, Unnamed Tributary Winkler's Creek (WS-II,
Trout), Watauga County.
The applicant is requesting a letter of concurrence from the North Carolina Wildlife Resources
Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of Engineers. The
NCWRC has reviewed information provided by the applicant, and field biologists on our staff
are familiar with habitat values of the project area. These comments are provided in accordance
with provisions of the Clean Water. Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The project is to construct a pond on perennial waters for aesthetic and stormwater detention
requirements above the Town of Boone's water supply dam and intake. I conducted a site visit
with Kevin Hining, Fish biologist on February 20, 2006. Wild brown and rainbow trout are
known for the area.
Based on the information provided by the applicant and our knowledge of the range of trout in
the project area, we do not believe this project will cause significant effects to waters supporting
trout. Therefore, we do not object to the project providing the following non-prioritized
conditions are implemented and maintained:
1. Instream work and land disturbance within the 25-foot wide buffer zone are prohibited
during the trout spawning seasons of October 15 through April 15 to protect the egg and
fry stages of trout.
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fag: [phone]
Preserve at Winkler's Creek -Page 2 - February 28, 2006
2. A cold water release will be provided as indicated. Released pond waters should be
aerated. Information on coldwater releases for ponds may be obtained at the following
website: httl)://x??v3v nc?vildlife or,r/t)+>1 I COil1ml11foContacts/n,-,i lcl4 l.ndf.
3. The pond should have minimum low release to ensure that 7Q10 or higher flows are
constantly provided below the dam.
4. If concrete will be used, work must be accomplished so that wet concrete does not
contact stream water.
5. Sediment and erosion control measures shall adhere to the design standards for sensitive
watersheds (15A NCAC 4B .0124).
6. Any required sediment and erosion control devices used during the development of roads,
etc. should be converted to vegetated stormwater bioretention devices upon job
completion.
7. The twenty-five foot trout buffer will be preserved and restored around the pond and
v stream as-undisturbed forested buffers. Additionally,_the platted "Green-Area" common
lot specified must be preserved in like manner. These buffer areas must be permanently
protected through a conservation easement.
8. Disturbed streambanks should be restored to pre existing conditions. Streambanks can be
revegetated with silky dogwood, rhododendron, dog hobble, red maple, silky willow, tag
alder, black willow, sycamore, or other native woody species to provide long term bank
stability and stream shading. Note that silky dogwood, silky willow and black willow
can be planted as live stakes collected during the dormant growing season. Cuttings
should be randomly planted and done on four (4) foot centers from the waters edge to the
top of the bank. Trees should be planted on ten (10) to twelve (12) foot centers. Stream
banks in these areas should also be seeded with an approved wetland seed mix or
temporary crop of wheat or rye.
Please be advised that this site has unique site considerations and that this agency does not
support the use of jurisdictional waters for water treatment purposes. Thank you for the
opportunity to review and comment on this project. If you have any questions regarding these
comments, please contact me at 336/769-9453.
Ec: Daryl Lamb, DWQ-WSRO
Randy Woodrow, Watauga County
Matt Gantt, DLR-WSRO
Triage Check List
Date: 2/09/06 Project Name: The Preserve At Winkler's Creek
DWQ#: 06-0196
County: Watauga
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 2/06/06 - 4/06/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you 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!
VJ2 ST-
CONSULTANTS Puc
828 433 5661 / fax [phone] / [e-mail]
20060186
February 2, 2006
Ms. Cyndi Karoly
NC Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Nation 39 Request
The Preserve at Winkler's Creek
Watauga County, North Carolina
Dear Ms. Karoly:

Enclosed are 7 copies of the PCN Application and supporting documentation for a proposed pond within a planned 7-lot
subdivision. The purpose of the pond is for aesthetics and to meet the Town of Boone's stormwater detention requirements.
The area designed for construction of the pond has perennial waters flowing though it. A gravel road with no apparent
culvert currently crosses through this area. The water percolates through the fill material of the road. The area just upstream
of the road was filled in the past - not by the current owner (see enclosed photographs). Since the stream was filled in and
since there is no culvert under the road, water is trapped in the area and has formed a wetland. Mr. Steve Chapin of the US
Army Corps of Engineers has visited the site and determined that the wetland area is less than one-tenth of an acre. It is
proposed to excavate this area to form a pond that is normally 5 feet deep at the center. The level will rise up to 8 feet deep
during storm events, up to the 100-year storm. The watercourse is an unnamed tributary of Winkler's Creek, which is
classified as WSII, Trout. The tributary is not indicated on the USGS quadrangle, therefore, there are no 30-foot water
supply buffers; but there are 25-foot trout buffers. Thus, the trout buffers will be re-established around the pond. In addition,
the subdivision has been platted to create a "Green Area" common lot around the entire length of the stream. This will create
new, permanent buffers that range from 25 to 130 feet.
I spoke with the NCWRC Coordinator, Mr. Ron Linville, about visiting the site. He suggested submitting the PCN form and
plans first. He also recommended including a cold water release device to the pond outlet structure. This has been included
in the design.
In summary, we feel that the proposed pond with its increased buffers, storm control, and cold-water release will enhance
rather than damage the stream and the watershed, particularly since the area was already filled in the past.
If you need additional information for your review, please let me know.
Sincerely,
WEST CONSULTANTS, PLLC -?
Benjamin B. Thomas, P.E.
/19 cc: Mr. Stephen Chapin
Mr. Ron Linville
Mr. Michael Testerman
405 South Sterling Street, Morganton NC 28655
f ._ .. F E 8 v, c00G
Office Use Only: Form Version May 2002
z0a6"ol-6
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
?, r t 5 fr
1. Check all of the approval(s) requested for this project:r `r -
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 & WOC#3402
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
i
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
L Owner/Applicant Information
Name:_ Mountaintop Home Builders, LLC, Michael Testerman, Owner
Mailing Address: 290 Stairway-To-Heaven
Vilas NC 28692
Telephone Number: 828-297-1891 Fax Number: 828-297-1891
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Benjamin B. Thomas. PE
Company Affiliation: West Consultants PLLC
Mailing Address: 405 S. Sterling Street
Mor ag nton, NC 28655
Telephone Number: 828433-5661 Fax Number: 828433-5662
E-mail Address: benjiethomasna,bellsouth.net
Page 5 of 13

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: The Preserve at Winkler's Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
2910-10-4624-000
3. Property Identification Number (Tax PIN): 2910-10-6670-000 2910-00-8652-000
4. Location
County: Watauga Nearest Town: Boone
Subdivision name (include phase/lot number): The Preserve at Winkler's Creek
Directions to site (include road numbers, landmarks, etc.): From the intersection of
Winkler's Creek Road and Deck Hill Road approximately 0.3 mile south on Deck Hill
Road to the intersection of Hemlock Branch Road.
5. Site coordinates, if available (UTM or Lat/Long): N36° 11'43.298", W81 °40-24.258"
(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. Property size (acres): 14.83 Ac.
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Winkler's Creek
8. River Basin: New River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mans/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:-- Undeveloped mountain woodland on the site Vicinity is
close to Boone city limits and general land use in the vicinity of the project is residential
and commercial. The site currently has a one-lane road that will be widened to two lanes but
no new reads will be created.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
Construction of a dam and pond on a tributary to Winkler Creek. Pond will have approx.
2,800 sf of water surface at normal pool elevation. Equipment used will be loader/backhoe
track backhoe, and trucks. Pond is part of a 7-lot single family home subdivision.
11. Explain the purpose of the proposed work: Construction of a residential development. Pond
will be used for aesthetics of the residential subdivision and to meet the Town of Boone
stormwater/flood control ordinance. The pond will reduce the peak flow resulting from the
10-year storm to pre-development level. The pond will not be a pollutant removal or storage
device.
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.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No
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 7 of 13
1. Provide a written description of the proposed impacts: Stream will be disturbed to
construct a dam and pond, including approx. 85 LF of 42" culvert pipe
2. Individually list wetland impacts below:
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***
W 1 Flooding <0.10 no 0 forested

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 are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
(Estimated by Stephen Chapin of USACE)
List the total acreage (estimated) of all existing wetlands on the property: <0.10
Total area of wetland impact proposed: <0.10 ac.
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
S1 Culvert & Struct. 95 UT to Winkler Creek 2' Perennial
S2 Flooding 45 UT to Winkler Creek 2' Perennial
S3 Rip Rap Outlet 9 UT to Winkler Creek 2' Perennial

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 149'
Page 8 of 13
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
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.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ® stream ® wetlands
Describe the method of construction (e.g:, dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation for pond and some fill for dam. A 42" pipe
will be installed with an inlet structure for level control
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Aesthetic and local stormwater/flood control
Size of watershed draining to pond: 48 ac. Expected pond surface area: 2,800 sf
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Due to the steep topography of the property, there is no practical alternative site for the
required stormwater detention pond that would be off-stream. The area is already impacted by
old fill. The proposed project will improve the area for wildlife. Permanent buffers and common
area will be dedicated around the pond to protect water quality. Cold water release measures will
be used to benefit trout population downstream.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 13
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): NIA
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 13
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s are feet Multiplier Required
Mitigation
1 3
2 1.5
Total
- i.one i extenas out .5u reet perpenaicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I 1 of 13
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 (required by DWQ)
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.
Proposed impervious = 0.83 ac. The total tract = 14.83 ac. % impervious = 5.6%. See
attached calculations. The pond will reduce peak flows leaving the site for 10-year and smaller
storms.
MI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
All lots will be served by private septic systems. All lots are 1.03 acres or larger.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. 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).
Page 12 of 13
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.
N/A
XI. Stormwater (required by DWQ)
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.
Proposed impervious = 0.83 ac. The total tract = 14.83 ac. % impervious = 5.6% See
attached calculations. The pond will reduce peak flows leaving the site for 10-year and smaller
storms.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
All lots will be served by private septic systems. All lots are 1.03 acres or larger.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. 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).
Applicant/Agent's ftnature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 13

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View of area downstream of road.

1

Office Use Only: Form Version May 2002
?0000196
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
t
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 & WOC#3402
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mountaintop Home Builders, LLC. Michael Testerman, Owner
Mailing Address: 290 Stairway-To-Heaven
Vilas NC 28692
Telephone Number: 828-297-1891 Fax Number: 828-297-1891
E-mail Address:[e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Benjamin B. Thomas, PE
Company Affiliation: West Consultants, PLLC
Mailing Address: 405 S. Sterling Street
Morganton, NC 28655
Telephone Number: 828433-5661 Fax Number: 828433-5662
E-mail Address:[e-mail]
Page 5 of 13
IIL' 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: The Preserve at Winkler's Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
2910-10-4624-000
3. Property Identification Number (Tax PIN): 2910-10-6670-000 2910-00-8652-000
4. Location
County: Watauga Nearest Town: Boone
Subdivision name (include phase/lot number): The Preserve at Winkler's Creek
Directions to site (include road numbers, landmarks, etc.): From the intersection of
Winkler's Creek Road and Deck Hill Road approximately 0.3 mile south on Deck Hill
Road to the intersection of Hemlock Branch Road.
5. Site coordinates, if available (UTM or Lat/Long): N36° 11'43.298", W81 °40-24.258"
(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. Property size (acres): 14.83 Ac.
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Winkler's Creek
8. River Basin: New River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Undeveloped mountain woodland on the site Vicinity is
close to Boone city limits and general land use in the vicinity of the project is residential
and commercial. The site currently has a one-lane road that will be widened to two lanes but
no new pads will be created.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
Construction of a dam and pond on a tributary to Winkler Creek Pond will have approx.
2,800 sf of water surface at normal pool elevation Equipment used will be loader/backhoe
track backhoe, and trucks. Pond is part of a 7-lot single family home subdivision
11. Explain the purpose of the proposed work: Construction of a residential development. Pond
will be used for aesthetics of the residential subdivision and to meet the Town of Boone
stormwater/flood control ordinance. The pond will reduce the peak flow resulting from the
10-year storm to pre-development level. The pond will not be a pollutant removal or storage
device.
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 future permit requests anticipated for this project? If so, describe the anticipated work,
j and provide justification for the exclusion of this work from the current application.
No
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 7 of 13
1. Provide a written description of the proposed impacts: Stream will be disturbed to
construct a dam and pond including approx. 85 LF of 42" culvert pipe
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
yes/no Distance to
Nearest Stream
linear feet
Type of Wetland***
W 1 Flooding <0.10 no 0 forested

tAst earn 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 are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
(Estimated by Stephen Chapin of USACE)
List the total acreage (estimated) of all existing wetlands on the property: <0.10
Total area of wetland impact proposed: <0.10 ac.
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
S1 Culvert & Struct. 95 UT to Winkler Creek 2' Perennial
S2 Flooding 45 UT to Winkler Creek 2' Perennial
S3 Rip Rap Outlet 9 UT to Winkler Creek 2' Perennial

* r :? ,
?...SL cacu 11111jact at:patatety and identify temporary impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com. etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 149'
Page 8 of 13
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
acres Name
Wate)
(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.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ® stream ® wetlands
Describe the method of construction (e.g:, dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation for pond and some fill for dam. A 42" pipe
will be installed with an inlet structure for level control
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Aesthetic and local stormwater/flood control
Size of watershed draining to pond: 48 ac. Expected pond surface area: 2,800 sf
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Due to the steep topography of the property, there is no practical alternative site for the
required stormwater detention pond that would be off-stream The area is already impacted by
old fill. The proposed project will improve the area for wildlife Permanent buffers and common
area will be dedicated around the pond to protect water quality. Cold water release measures will
be used to benefit trout population downstream.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 13
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/M/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 13
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
zone i extenas out su teet perpenaicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
M. Stormwater (required by DWQ)
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.
Proposed impervious = 0.83 ac. The total tract = 14.83 ac % impervious = 5.6%. See
attached calculations. The pond will reduce peak flows leaving the site for 10-year and smaller
storms.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
All lots will be served by private septic systems. All lots are 1.03 acres or larger.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
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).
Page 12 of 13
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 (required by DWQ)
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.
Proposed impervious = 0.83 ac. The total tract =14.83 ac. % impervious = 5.6%. See
attached calculations. The pond will reduce peak flows leaving the site for 10-year and smaller
storms.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
All lots will be served by private spe t is systems. All lots are 1.03 acres or larger.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No N
Is this an after-the-fact permit application?
Yes ? No N
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).
1_*e _'
Applicant/Agent's ffnature ' Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 13

?I-

_ - + 3S? Rte. wt: S -SA-e-

-------------

L?
FEB 6 2006
DENR - WATER QUALITY
WE71-II40S AN STORMATER SRANQ4
i
{ I I
-
L- Li
j i
WATER OUALiTY
-IeNCH
II ? i ?
I
NOTES:
1. ALL MEASUREMENTS ARE HORIZONTAL AND THE AREA WAS ~ ~ _
CALCULATED BY COORDINATE GEOMETRY.
2. ALL BEARINGS ARE RELATIVE TO N.C._GRID NORTH (NAD 83)
I BOR 1078 -PAGE 184 3. THE SOURCE DEED S
4. THE SOURCE PLA T IS___________________________.
5. THE REFERENCE DOCUMENTS ARE BOR_538 __P 436_ BOR
199 = P_533~ DB 198 P 74 7 PB 8 P_92; _BOR 341=____
P_100t PB 2__ P 78L PB_3 P 96•_BOR 584_= 460iPB 3 P 174;BOR 294 - P 124; PB 10 - P 334; BOR 341 - P 100
6. SEE THE WATAUGA COUNTY PUBLIC REGISTRY.
O Z
LINE TABLE L33 3z.7s N31.3s's4'E
LINE LENGTH BEAR[NG L34 40.06 NOl'40'Ol'E
L1 25.39 N21'31'S3'W L35 SD.00 N37.23'06'W L2 12,48 Nl8'41'OS'W L36 12.15 N33'S2'22'W
L3 45,96 S46'00'S3'E L37 42.14 N39'l4'S3'W L4 20,82 S50'17'10'W L38 41.53 N50'09'08'W
L5 38,48 S68'35'S3'E L39 37.18 N60'15'15'W i
L6 38,98 N78'S6'0TE L40 25.92 N74'26'3TW L7 34,03 N55°53'07'E L41 29.22 S65'44'36'W I
LB 21,62 N55'S3'07'E L42 32.52 S80'03'10'W L9 43,07 N44'36'36'E L43 34.29 N38'Ol'48'W
L10 20,44 N45'46'31'E L44 16.56 S33'S2'22'E Lll 32.44 N28'49'07'E L45 44,98 S39'14'S3'E
L12 30.00 S29'10'S3'E L46 45.21 S50'09'08'E CURVE
L13 21.85 N34'31'38'E L47 41,44 S60°15'15'E CUR ~L~NGTH RADIUS L14 20.63 N41'S0'S4'E L48 19,36 S74'26'37'E CI 20.34 50,00
L15 16.18 N56'19'27'E L49 8.96 S24'35'38'E C2 20.91 50,00 L16 27.33 N75'Ol'13'E L50 39.29 S39'14'S3'E
L17 31.10 N86.35'OS'E L51 37.86 S50'09'08'E
Ll8 42.47 S68'21'02'E L52 32.92 S60'l5'l5'E Ll9 22.96 S51'30'47'E L53 19.94 S74'26'37'E C ~I
L20 22.70 S60'30'S0'E L54 24.14 N85'44'36'E L21 24,59 S00'09'16'W L55 30.67 N80'03'10'E r~
L22 23,94 S66'22'17'E L56 29,97 N72'tl'18'E
L23 29,13 S7l°OS'S6'E L57 32,47 S00°48'26'W L24 22.02 S84'03'S1'E L58 36,96 N74°33'25'E • i i
L25 21.89 N74'45'S7'E L59 15,78 N33'56'10'W L26 31.95 N57'l7'56'E L60 25,00 N08'10'S6'E i
L21 29.83 S30'l2'20'E L61 54,67 S64.34'49'E L28 31A0 N48'39'41'E L62 53.08 N03'S8'30'W
L29 33.53 N44'03'O1'E L63 20,25 N20'16'33'W
L30 22.53 N60'll'04'E L64 21.42 S43'S3'07'W Lit 10.32 N76'4]'39'E L65 13.89 N66'45'22•E
L32 20,21 SBO'20'07'E L66 0.08 Nl8'l7'15'W
I

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58149'04"£ •~$ti~ S•, WATER AND SILT IS BA( / ~...1,~e.~r / N ~S~pdx ID SIL T IS BACKED ONTO THE -
\ ~~s+ , e RESEVOUIR / SUBJECT PROPERTY BY PR P RTY BY THE DAM FOR TH OE E
'~•••~b : ~ ~ S'S~s`• TOWN OF BOONS RESIVC / ~ ~ on~- / W OR WA TER RIGHTS WERE BOONS RESIVOIUR. NO EASEMENT ' RIGHTS WERE FOUND. BOTH
~•,yti e . / ;.9~ ~ ~ ~ BODK OF RECORDS 294 RECORDS 294 -PAGE 124 AND
INN PLAT BOOK 10 -PAGE / .a~ / IK 10 -PAGE 334 INDICATE THE
z . COMMON CORNER FOR ] CORNER FOR THE SUBJECT ,
/ / PROPERTY AND THE TO' ' AND THE TOWN OF BOONS LIES IN
LOT 6 ~ 25 TROUT BUFFER LEGEND ' THE RESERVOIR. / ~ • • TO BE EXPANDED RVOIR.
D CATV =CABLE TV PEDESTAL ~ .W • LOT 5 1.71 ACRES TO INCLUDE
CLV =CULVERT • / o ; 3 I I • CP =COMPUTED POINT K ~ I° ~ 1.20 ACRES " ~ 1 ENTIRE GREEN
.S CREE o s N I;" h Na 0 EIP =EXISTING IRON PIPE ~NKLER A LOT 4 z o N LOT 7 a AREA LOT
EIR = XISTING IRON R W ~ NI ~ o E oD W w 1.03 ACRES 1.44 ACRES a,
® ELEC =ELECTRIC TRANSFORMER ~ •
a HY =HYDRANT ,W ro ~ • MH =MANHOLE ry _ ~ i ,
p MON -MONUMENT h~ ~W ~ ~ p L \
NIP =NEW IRON PIPE 2 U ~ ~ Q w ~I -
0 NIR -NEW IRON ROD • ~ ~ / \ ~ PL =POWER LINE ~ ~ / \
• PP =POWER POLE 3 L'° / ~ a • 48 ~ ~ \ \ ~
_ v^ ~ , R/W -RIGHT OF WAY ~ ~ .--4~ l¢, ~ • ~ ~V A \ ~ i EXISTING GRAVEL ROAD BOOK 8 40pACE 92S PER PLAT I
SD =STORM DRAIN N ~ ~ L42 L GR EN .AR A ~ ® BEGIN NEW 18 \ TEL =TELEPHONE PEDESTAL ~ ^ p~p4~ l~ ~ 18 \ ~ \ ~ ~
® _ ~ 'i~55 L5a LS,~ 1, 2.03 A RE WIDE PAVED ROAD \ Q WM - WA TER METER ~ ~ 6fi6.79 L ~ ~ s EDGE OF 30' R/w ROAD ' \ -
_ / ~ / ~ / / ls? l AS REQUIRED BY WV -WATER VALVE ~ ~ ~ g6' ~ 1HE TOwN OF BOONS ~ , ~,.E 65. ~ / STEBBINS PROPERTIES, LLC RUES, L _
~ ~ / N75•j42 pj04E ls\ lA I ~ 3,35' N75 s ~ , I 1 ~ 1.24 ACRES \ •~f' "~"""'~~j~ 88'1307" ~
~L`~ ~ \ ~ 5 L24 I / / ~ ~ / t1 ~ ~/~^6 ls~ a ~ 6 h 1 \ ~ - - _ NT6 I
N660909 t ~ ~ ~ ~ QIiK r-~_-- ~ / - 101.13 i \ N -=~i i~ ~o1~E I
,>3. ~ ~ ~ ~ ~ / ~ \ 1 ACE \ / ~ 1 0.92 ACRES , oa 'I ~ 2
/ / \ ~ ~ ~1~E/~ ~ ~ ~ 01E ~ STEBBINS PROPERTIES, tLC. ~ .37~ _
~~R ~ \ ~ ~ ~E / I i f ~ G ~ y „a _ _ 78.1e'
15518 / ~ per. ~ A° i
ti fi ~ / ~ 1 ' S 16. 7 O N ~ ~ / 7 >p~~22~ - ~ / g3~ ~ ~
` .7 I 16~' /
0 / /
N ~ ~ PROPOSED POND LOT 3 , ~ , POND ,~o ~ ~ kg~ /
4.41 ACRES LOT 1 •~,N~, .o~, ~ ~ 6 /
1.49 ACRES a~ ~g~ 5, I
3 , I APPROKIMA TE ~ ;
LOT 2 ~ ° STREAM LOCATION W I O q7
1.52 ACRES
i~- W 2 ~ v ~6h
n R i
o L65 2
t'1 NEW RIVER TOWNSHIP - WATAUGA COUNTY
/p~ Vl NORTH CAROLINA
hN901b ~ ti1
U. S. 321 NOVEMBERI6 2005
i
o ~ 586'48'01"W
205.91' z ~~"w
U ~t Ja09ov 2 397.57'
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0 80' 160' 240'
of JN200517
Not to Scale
Vicinity Map PO

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,I t c~
RIP RAP OUTLET TEBBIN ~ r-I N
PROTECTION ~
TW=94. D ~ z ~ _ PR PE B~- . RT I E es o (IMPACT #S3) ~ ~
3282.96
SILT FENCE ~ x 260. T NOTE: r ~ ~ x 329 E L 7W=92.0 x3TOE.68 I ON3S8 ~l ~ O ~
r-- I ew=s4.o (TYP) 3286.49i~ 3 eT.~T THE ENTIRE COMMON AREA o c ~ RETAINING ToP i SLP 328.48 LOT "GREEN AREA" N ~ ~
I i ~ W T L3 88 91 ( D PLAT) ~ WALL z 285.951 i ~ ~ C ORk RD3296.36 SHALL BE A DEDI ~ L N
I I TDP ~ W W E u CATED 3283.29 i'~ TOP U TREA ~ ~ ~
I x ~ x 326 , es ~ ~ ~ S M BUFFER WITH NO ro~ ~ 328B.21w
I 3286.52 ''~x-~-~-~-~-~-'~'' x W W CLEARING OF VEGETATION p 3288.10 x TOP W CL+DRT+AD +
I I ALLOWED AFTER POND IS ~ x 3291.31 / W ~ y + W V
I ~29o.s1 ~ 2 s.s~ ~ ~ ~ ~ CONSTRUCTED. yWy N LL ;...fBG GR LE y
I I I 3 80.97 EDG GRVL W Jtl~L y ~ y y v 7 3290.82 CL DAT AD 3289:-09 ~ x ~•76 ~3289y y W ~j ~ y
I I i TOE U X x 1 I~ W 32~~3 3291.82 ~ y y~~ y y x y y y y m y 3300.86 289 G74V L • ~ ~ ~L DRT ~ W ~ W ~ L
I 70P 0 x x ' , ~ ~ NAIL ~ y TqO. ob W ~
1 I ~ CL DAi RD y'py y W T y W U ~ W ` y y y 42 RCP 328 ~ / / 1 ~ y ~ ~ ~ f-
i I MPACT #S 1 77 o y s-' y y y~ p257. 5 y y y y y W y y y 5~ 5
i I I 31B 1. ~ EQG VL i. ~ EDG GR -IA y ~ y W W y W y W E ~ VI W ~I
m m i , ~ ~\I y y~ y - y W GREEN AREA - Q N W~ y y
III / i ~I ~ III ~ - r~ I I I ~ W ` x 3288.5 5 ~ W W W W y
III ~ / ~ I III II III ~ / I I III I I II I ~ I ~ I I I QQ 2 yx3a9i.~~ ~ ~ ~ ~ ~ I' GND N ~ ~ V y70E W y W W ` y ~F RO _MNN ~ y y~ y y
~ \ I ~ I ~ F L W~ M N W W W W 6 p0 R° ~ ~ ~ M M W Q ZiJ ~ p ~ ~ - ~ W
III ~ ~ ~ l III _ ~ ~ i I --I I I I ~~~r 1-i I I ~ •M1~ ~ ~ w~ _ ~ 1•'~ ` y y W y y
III . , III ~ ~ II O~ W ` W W W W W ~ W` ~ ~ = y y y
APPROXIMATE ~ ~ ~ ~ ~ Jd
W ~ W W y X292:58 x y " WETLAND AREA ToE ~ ?
y W y y W~ ~W y y `y ~W N L W W '~C' (<0.10 AC) y y y y y w=. y t- y y y OUTLET STRUCTURE
(IMPACT #W 1) y y W^ y y W W y W y W ~y~j . y Eoc~ cArcy. W y y W y (IMPACT #S 1)
~P6'~~T y y 3294.49 y W
y(FLO®DPNG') W~ y W y y y W y y y y y y i
PLAN W W W J~ W W W .Y ~L .Y Y -
`V `Y W ~V Y W W W 'Y W _ yrrJ~ 4J W J W W W W W W I,• •''~,I
~•2;: tl - t d\ y W y y y i W y R . ,G ,f A' 11J. W W y W W W y W y y ~ Vii':. S ~ O~
W W W W W W W ~O~ ve i~.1 ! ~n e"~' W
~Y y y y Y W y ~ ~ y y tl ~ r 4'...
e 'Y A..' L„3 Y ~ W W W w W W \ ~
y y y W W APPROXIMATE STREAM w '.V m LOCATION ,n z~w y ~ UT OF W I NKL ERS CREEK -~~'`5'°a e;
STEEL GRATE WITH 6"x6" y y m ~ ~~A,~;v
OPENINGS TYP
3287.0
~ PROP EDP _ OS 0 JD PLAN
a SCALE: 1"=30'
i / !u .
a :4
°
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D
° CONCRETE WALLS
(DESIGN BY PRECASTER)* °
I 3284.5
°
*NOTE: a ~
3284.0 o ALTERNATIVELY, THE STRUCTURE MAY BE BUILT 'L T
NORMAL POOL WITH DOUBLE-WYTHE BRICK AND MORTAR ON 8"
I ELEVATI N ~ THICK CONCRETE SLAB FOOTING. 0 /
G
4~1
4' ARE 0 SQU 4 0 SQUARE 42 O RCP 3305 N
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8 ld SCH 40 PVC - ALLOWE TO BE DI TURBED ~ N o
STRAP TO SIDE ° = o y N O ~ y ~
WALL INTERIOR BAFFLE 3300 Q m ~ z
° ~ n u mo U W ti
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8 GATE VALVE WITH Q ~ ° (DO NOT ISTURB) TOP 0 NEW ROAD v i > Q ~ w'
2 SQUARE NUT FOR EL=32 9.8 a`~ °Oa
EMERGENCY DRAININ a G 3295 ~
NORMALLY CLOSED ° - U
3394.4 NEW 18 J Y W
~ EXCAVATED PVMT. J W
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OPENING 1'7" HIGH x 4'0" WIDE ° ~ U SHOULDE (n p
a 3290 ~ ~L TYP ~
W - Q OUTLET STRUCTURE 3 ~ 2:1 FI L SLOPE ~ 2 O ~
° ~ 3279.0 N SEE DETAIL THIS 1 ~ - . J J ~ ( ti ~ ~
n i t, EXISTI G ROAD ti O SHEET) ~ Q J
4 3 TO BE IDENED ~ I~ ~ ~
,=J ~ m W Q 3285 1 ~ S LT FENCE Z U O H
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CROSS-SECTION CLAY CONTENT SOIL TO BE ~ PROTECTION O h
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_ _ _
' RIP RAP OUTLET c c~ PLANTING NOTE 1 o0
SEE NOTE 2 PROTECTION p ~ cv ( ) THE ENTIRE COMMON AREA ~
Tw=g9.D PLUNGE POOL „ m v o
r-- I LOT (GREEN AREA ON PLAT) z o Bw=ss. D , I MPA T 3282.96 ( ~ #S3) ~ ~ Ln
SHALL BE A DEDICATED , zsD.7 329 5 ? ~ L C
I I E L 7W=g2, 0 3268.68 ~ ~ SI L T FENCE , 328 .5 STREAM BUFFER WITH NO 2 r o BW= 'TOE y ~ , i ON S H i~ 89.0 T YP 3286.99, i 3 87, 77 CL EA R' ~~h' ~ ~
I ' ( ) roP ! c sLP RING OF VEGETATION Wqr o c RETAINING W 3288.48 ~ ~ ~ ~
NOTE 2 : 3285.95 ~ ~ T P 13288.91 ALLOWED AFTER POND IS ~ ~~a WALL ~ ~ 2ss.3s 'his- r~,,~ ao ~ , a y c DRT AD3 , to t- N
I roP, Eu CONSTRUCTED. 0 0 0 3283.29 \ i TOP U
~ ALL STREAM BANKS DISTURBS DI T ~ ~ 328 .86 ~ ~ ~ S S URBED TO ~ 3288.24
~ DUE TO CONSTRUCTION SHALL 3286.5 TIDN SHALL ,TOP D32'88.20 CL ~DRT ~RD
~ BE PLANTED WITH WOODY WOODY 3291.31 `~Ji6~B6 , V
VEGETATION (SILKY DOGWOOD , ~ , T .3290.51 288.63 , ~ ~ ~Y DOGWOOD, NgrL , , GR LE
RHODODENDRON, RED MAPLE, ~ 3290.97 EDG GRVL C ? ` JN~L , ~ ~ v' _ PR p 3290.82 _ I 1 RT I .D MAPLE cL DAr RD 3zss.as z~.7s ~ 3zss~ ,
~ TOE U ' ~ ? 3 / . 3~3 3291.2
TAG ALDER, OR OTHER SIMIL, HER SIMILAR r3po.ss zes~ia~L , /ci DRT~ ~ , ` , ' ~ ' , ou
NATIVE SPECIES PLANT 1 rn n , TO 12' APART OR IF USING ~ ~ . CL DRT AD ~ ~ ~ r', ~ ? NAIL , T~90.05 ~ ~ ~ PLANT 10 u ~ 328 ,'3P"" ' 3Z8~ AD ~ ? ~ ~ } , '42 RCP ~
~ i- i IF IN , s , / ,NIP ' ~ , , ,J US G o , f , ~ ~ ~ ~zST. 5 IMPACT #S1 ~ ? / ~ ~ ~ , .
III ~ , I I - 1 I , LIVE STAKES PLANT 4 ON III 1 / I ~ I I I ~ ~ „ I f 3~~ 1.88 El1G UL aNT 4 ON EDG GR IR ~ ~ ~ ~ , , EI ~ AA ~Cp R ~ / ~ VI
III r , I I , , I I ' CENTERS. START PLANTS AT I I PLANTS AT NI ~ ~ ~ ~ ~ . ' . ,GREEN AREA ' ,
I ~ I ~ WATER'S EDGE AND JUST III ~ ~ l,i I I I I I I Z ~ 4 JUST ~ 3288.5 nl ~ ~ ' 5 ~ ro~~~ y ~ ~ ,
~ ~ ~ ~ ABOVE RIPRAP. III , II ~ II Q 2 ~ 3291.5 W ~ ~ ~ E!` ~ TOE ` GND N Q~ ~ . V FF ~0 ~ W McvN ~ ~ . ,
Il F L ~ N`~ y y~ 3 6 p0 W ~ M
1 ' _ ~ y ~ R ~P ~ ,
OR Y ~ Y ~ y y _ ~ ~ ,
RIP-RAP SCHEDULE ALE APPROXIMATE ~ ~ ~ ' ~ '
"3287.58 , ~ ~ , y STONE RIPRAP WETLAND AREA roE ~ \ . ~ a
42" RCP STONE PLAN o1 DIA. L1 L2 LT W1 W2 WT D D50 q. ~ y ~ , D oso THICKNESS <0.10 AC ~ , ° ? OUTLET STRUCTURE
SIZE ~ ( ) t , ~ . . sizE IMPACT #W1 ~ ~ IMPACT #S1
~ 42" 4' 3' 11' 4' 3' 11' 2' 12" 2 12 ( ) , ~ , EDG, CAK, ( ) 27 I,MPAIiT #S2, 3294.49
ST 1 ORM ALL RIPRAP MUST BE EMBI 'UST BE EMBEDDED INTO ~ ~ ~ ` (FLOODING), y ,
Oggl N Plp THE SOIL TO THE DIMENS~ THE DIMENSIONS SHOWN ~ ~ ~ , {
F ~ (DO NOT DUMP ROCK) ROCK ~ ~ ~ ~ ~
NATURAL NATURAL TR , ~ ~ ~m~~ t, ; S EAM
NOMINAL PLAIN 1 CHANNEL CHANNEL DO NOT
RIPRAP (SEE SCH.) •1 DIA ~t~.°~`~,., DISTURB) , ~ ~.a
fir/ 0~ o•r D X21 _ . L T 1 a , , I f'. ~ 1 v. a,_, } ' ~.~n e
- _ aa~ r ~ - APPROXIMATE STREAM LOCATION , :
` R UT OF WINKLE . , ~ ( RS CREEK) ~
SECTION VIEW ~ _ ~ - ~ ~ 12° OF N STEEL GRATE WITH 6x6 t ~ ~ ~ ~ ~ ~ - -12" OF NO. 57 ~ a
WASHED S OPENINGS (TYP) - WASHED STONE '
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3287.0
RIP-RAP ~ a i STORM DRAIN PIPE _ nom; ~ ~ ~ APRON N I~ i
i-=~ - ~ ~ - i . ,l ~ ~ PROPOSED POND PLAN
CONCRETE WALLS , SCALE: 1 30'
(DESIGN BY PRECASTER) r_ ,:.,a , i , , ; 1
,-~o ~ ,o -moo - _
1~ ' _
*NOTE:
' ~ L1 L2 L1 ALTERNATIVELY, THE STRUCTURE MAY BE BUILT PLAN VIEW
WITH DOUBLE-WYTHE BRICK AND MORTAR ON 8'
THICK CONCRETE SLAB/FOOTING. Lr
3284.5
NOT TO SCALE
3284.0

NORMAL POOL -
ELEVATION
- - -
4'0' SQUARE 4'O' SQUARE 42 0 RCP i 3305
N N
149 LF X. STR LENGTH ~ ~ ~ A
8"O SCH 40 PVC - ALLOWE TO BED ~ z o ~ ~ I TCIRBED ~ N
STRAP TO SIDE ~ o\ y NOM
WALL J IN TERIOR BAFFLE 3300 i y Q Wiz
a ~ ii a oo O
8' GATE VALVE WITH " EXISTING STREAM H NN w w ti ~ " C EL rv z ~
2' SQUARE NUT FOR D N TOP 0 NEW ROAD o Q o w~~~ (0 OT ISTURB) ~~i>Q~w
EL=32 9.8 ~ a ~ ~ ~
EMERGENCY DRAINING a 3295 \
(NORMALLY CLOSED) U
3394.4 NEW 18 J ~
\ EXCAVATED PVMT . J W W
SLOPE 4 ~ ~
OPENING 1'7" HI H x 4' WI G 0 DE SHO LD ~ V ~ U E I ~ O
3290 TYP ; ~ ~ ~ ~
\ W - Q OUTLET STRUCTURE ~ 3 2:1 FI L SLOPE ~ Q (n Z
- ~ 3279.0 N . 1 ~ . J ~ (SEE DETAIL THIS J W
r r ~ ~ EXISTI G ROAD ti ~ SHEET) Q J O
3 ~ TO BE IDENED ~ ~ Y ~ ~ \
3285 1 m W Z Q 1, S L T FENCE U
~I a ~ ~ _ ~ `1 O ti NOR L POOL ~ W ~ ~ PROXIMAT Z
~ _i ~ ~ ~ a EL=3 84.0 ~ 4 ~ = l ISTING G E ~ 0~
J ~1 ~a i , _ O Z 1 0
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~ 3280 ~ 85 LF± ~ W
you a~ ~ ~ - ,r,,~ ~ : oz~ , = ~~:;o ~ ~ ~ - - o O ~ W O W
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O O ~ 00
6" N. C.O.O. T. >~67 STONE BASE ~ Z ~ O W INV. OU EL=3271.0 I H
~ ~ 3275 Q
0, 4.
RIPRAP OUTLET ~ 12 MIN. 1AYER OF HIGH i W
PROTECTION -PLUNGE ~ Z CLAY CONTENT SOIL TO BE
CROSS-SECTION POOL SEE DETAIL ~ ~ ( ) ~ PLACED AS LINER ~
~FXTSTTNR TRRF(;111 dR~
~ PROPOSED POND CROSS-SECTION STREAM CHANNEL. DO
OUTLET STRUCTURE HORZ: 1'=30' NOT DISTURB. SHEET
NTS
VERT: 1'=5'
1 of 1

NOTES:
1. ALL MEASUREMENTS ARE HORIZONTAL AND THE AREA WAS
CALCULATED BY COORDINATE GEOMETRY. i
R LATIVE TO N.C.-GRID NORTH_(NAD 83) 2. ALL BEARINGS ARE E - BOR 1078 -PAGE 184 i
3. THE SOURCE DEED IS
4. THE SOURCE PLAT IS___________________________• 5. THE REFERENCE DOCUMENTS ARE BOR_538 =_P 436_ BOR _
199 - P 533• DB 198 - P 747 PB 8 =_P_92~_BOR 341=____
P 100• PB 2_= P 78= PB_3 P 96 _BOR 584_= 460iPB 3 L_
P_174; BO_R 294 P 124; PB 10_= P 334;_BOR 341 P 1
6. SEE THE WA TAUGA COUNTY PUBLIC REGISTRY.
z
o Z
LINE TABLE L33 32.75 N31'35'S4'E LINE LENGTH BEAR[NG L34 40.06 N01.40'Ol'E
LI 25.39 N21'31'S3'W L35 SD,00 N37'23'06'W
L2 L2,48 N18'41'OS'W L36 12,75 N33'S2'22'W L3 45,96 S46'00'S3'E L37 42,14 N39'14'S3'W . i
L4 20,82 S50'17'10'W L38 41,53 N50'09'OB'W LS 38.48 S68'35'S3'E L39 37,18 N60'15'IS'W
L6 38.98 N78'S6'07'E L40 25,92 N74'26'37'W
L7 34.03 N55'S3'07'E L41 29.22 S85'44'36'W LB 21.82 N55'S3'07'E L42 32,52 S80'03'10'W I
L9 43,07 N44'36'36'E L43 34.29 N38'Ol'48'W L10 20.44 N45'46'31'E l44 16.56 S33'S2'22'E
L1l 32.44 N28'49'07'E L45 44.96 S39'l4'S3'E
Ll2 30,00 S29'l0'S3'E L46 45,21 S50'09'08'E CURVE Ll3 21.85 N34.31'38'E L47 41,44 S60'15'15'E CUR IL~NGTH RADIUS I
Ll4 20.63 N4l'S0'54'E L48 19.36 S74°26'31'E Cl 20.34 50.00 Lt5 16,16 N56'l9'27'E L49 8.96 S24.35'38'E C2 20.91 50.00 i
Ll6 27,33 N75'Ot'13'E L50 39.29 S39'14'S3'E
L17 31,10 N86'35'OS'E L51 37.86 S50'09'08'E LIB 42,47 S68'21'02'E L52 32,92 S60'15'15'E
Ll9 22,96 S51'30'47'E L53 19,94 S74'26'37'E L20 22.70 S60'30'S0'E L54 24.74 N85'44'36'E
L21 24.59 S00'09'l6'W L55 30.67 N80°03'10'E c,_
L22 23,94 S66'22'17'E LSfi 29,97 N72'll'18'E L23 29.13 S71'O5'S6'E L57 32.47 S00'48'26'W
L24 22,02 S84'03'S1'E L58 36,96 N74'33'25'E L25 21,89 N74.45'S7'E L59 15,78 N33'S6'10'W
L26 31.95 N57'17'S6'E L60 25.00 NOB'10'S6'E
L27 29.83 S30°12'20'E L61 54,67 S64'34'49'E L26 3L80 N48'39'4PE L62 53,08 N03'S8'30'W
L29 33,53 N44'03'OPE L63 1'0,25 N20'16'33'W L30 22.53 N60'll'04'E L64 ~?1.42 S43.53'07'W
L31 10,32 N76'41'39'E L65 13,89 N86'45'22'E L32 2021 S80.20'07'E L66 8,08 Nl8'17'15'W
I
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~1~9b4" ~ ~ ~5•' WATER AND SILT IS ~ AND SILT IS BACKED ONTO THE -
\ ~ \,s4 , e RESIVOUIR / SUBJECT PROPERTY CT PROPERTY BY THE DAM FOR THE
"•~...~n , ~ ~ s~sz oo, TOWN OF BDONE RE! / F ~ OF BDONE RESIVOIUR. NO EASEMENT i
/ W ~ss• ~ / OR WATER RIGHTSr TER RIGHTS ARE FOUND. BOTH Of RECORDS 194 -PAGE 124 AND
/•~ti.• : ~ 3CCI< OF RECORDS , ' I~ N PLAT BOOK 10 - P~ 300K 10 -PAGE 334 INDICATE THE
' . o ~ / ~ COMMON CORNER FG 2 )N CORNER FOR THE SUBJECT
PROPERTY AND THE / / RTY AND THE TOWN OF BOONE LIES IN
LOT 6 25 TROUT BUFFER THE RESERVOIR. / ~ =SERVOIR.
LEGEND / TO BE EXPANDED o _ W 1.71 ACRES To INCLUDE
? CA TV -CABLE TV PEDESTAL / ~ . LOT 5 3 ~ I CL V =CULVERT . ~ ~ 'o° " a ~o I ENTIRE GREEN i
. . 1w ~ 1.20 ACRES ry N • CP =COMPUTED POINT REEK o g a ~ a~ AREA LOT"
- N PIPE ER S C w LOT 4 2 o N LOT 7 a~ 30\ 0 EIP -EXISTING IRO W~NKL A
= XISTING IRON ROD a RES " 1.44 ACRES 0 EIR E , w 1.03 AC ®ELEC =ELECTRIC TRANSFORMER m i,
¢HY =HYDRANT ~o ~ \
• MH =MANHOLE IA N a ~ ~ - - , V
p MON =MONUMENT ~ w ~ ~ u \ ~ 0 NIP =NEW IRON PIPE w w ' j ~ i\ \
Q ~ NIR =NEW IRON ROD ~ \ ~ ~ ~ / \ \
PL =POWER LINE 3 'u / 1 \ - 9' ~ i ~ \ ~
• PP -POWER POLE N • c4a ~ \ EDGE OF 40' R/W AS PER PLAT - • EXISTING GRAVEL ROAD BOOK 8 - PA(~ 92
R/W =RIGHT OF WAY J~ ~ -4;~ GR EN.AR A ~ IN N W 18 , L42 ~ BEG E ®SD =STORM DRAIN o - 1 p4 w ~ ~ ~ :W 18 ~ \ ~ ~ ~
- N • L54 ~ ~ ~ ~ 2.03 A RE WIDE PAVED ROAD ®TEL -TELEPHONE PEDESTAL ~i L55 sa ~ \ , EDGE Of 30' R/W iED ROAD - \ , - r~•
~ WM = WA TER METER \ AS REWIRED BY S INS PROPERTIES L OPERIIES, LLC. . \ _ •i=-.,~~,__
WV -WATER VALVE / ~ 86' THE iONN OF BOONE ~ TEBB , / ~ 15.,421 E 6ip4"E ~s~ ~p i~ ~ I ES / i i N7 ~ ,5p7 s , I 1.24 ACR ~ , ~ --c _ . ~ ~ 11 ~1'435d-tV---- ~g6'13O1" -g9;1S 4 ACRES \ , ' ----------~~4'
~ ~ X56 73.35 N \ ~ / 5 l24 / L ~ < / ~ ~ `"---------------x-`13'-"" e _ i,
~ f ~s~ A 1 /01' o ~ ~ bo / \ OCK 101.13
~ P6 9 ~ / 1 7a° ~ ~ / \ ~ ACE ~ 0 92 ACRES
/ ~ I 1 \ / \ , ~ / ~ ~ ~20~ 1 O7 E STEBBINS PROPERTIES, LLC.. ~ g 3T _ _
~ ~ 11
0~'R ~ ~ a l ~ G GE / \ ! o ~ . -
~ \ ~ \ 1 a y"e. ° ml ~ ~ / ~ ~j PTO? N ~ ~ / i
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N ~ PROPOSED POND LOT 3 I ED POND o~ ~ ~ htif9o~ /
41 ACRES LOT 1 > m ,o~~ 4. .b / P°~ /
1.49 ACRES 9~6 I
I 5 10 n i , ( Ar ~ROXIMA>•E I I
M ~ ~ STREAM LOCATION ON
LOT 2 ~o
o ~ 1.52 ACRES i T " 0b
i~ ~n ~
Ic 5 o ~ L6
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NEW RIVER TOWNSHIP - WATAUGA COUNTY
NORTH CAROLINA
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