20021269 Ver 1_COMPLETE FILE_20020809

Michael F. Easley,
William G. Ross Jr.,
North Carolina Department of Environment and Natural F
Alan W. Klimek, P.E. I
Division of Water
Frank P. Petzold, Jr. and Ronnie Ramsey
Petzold Properties, Inc.
757 Bumette Cove Road
Clyde, NC, 28721
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Messrs. Petzold and Ramsey:
October 17, 2002
DWQ# 02-1269
Haywood County
You have our approval, in accordance with the attached conditions, to place fill in 140 linear feet of perennial streams in order to
construct four road crossings at the Willows Subdivision in Haywood County, as described in your application received by the Division of
Water Quality on August 9, 2002, and in additional correspondence received September 10, 2002. After reviewing your application, we
have determined that this fill is covered by General Water Quality Certification Number 3375, which can be viewed on our web site at
htto:Hh2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 14 when it is issued by the U.S.
Army Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) 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 only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be 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 the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
and/or stream fills for this project (now or in the future) including future phases of this subdivision exceed one acre or 150 linear feet of
perennial streams, 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 certification, as well as the additional conditions listed below:
1. The culvert must be designed, constructed and placed to allow aquatic life passage;
2. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
httr)://h2o.enr.state.nc.us/ncwetlands ;
3. Additional written approval from DWQ is required for a stormwater management plan for the entire subdivision. This plan must either
direct water to diffuse flow across protected stream buffers or provide engineered structures to treat the stormwater before it is
discharged into these Outstanding Resource Waters.
4. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification
has been completed.
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, Mail Service Center 6714, 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 Keith Haynes in DWQ's Asheville Regional Office at 828-251-6208 or Cyndi Karoly in the Central Office in
Raleigh 919-733-9721.
Rlimek P.E.
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
. pa
Customer Service
1 800 623-7748
Corps of Engineers Asheville Regulatory Field Office
Asheville DWO Regional Office
Central Files
M6 Copy
021269
(10 N
`7 T
02126
U.S. ARMY CORP OF ENGINEERS AW 9 2002
?
WILMINGTON DISTRICT
WERANTS G iOLP
N.C. DIVISION OF WATER QUALITY
PRE-CONSTRUCTION NOTIFICATION (PCN) APPLICATION FORM
FOR
THE WILLOWS SUBDIVISION
A single family residential subdivision
Property of : Frank 10. Petzold, Jr.
223.658 acres off SR 1319 in Haywood County, NC
Developer: Frank 0. (Skip) Petzo(d, Jr. and Ronnie Ramsey
Petzold Properties, Inc.
757 Burnette Cove Road, Clyde, NC 28721
828-235-8191 Fax [phone]
828-507-4175 mobile phone
Parcel PIN no. 7699-72-3580 Haywood County, NC
Note:
Applicants seeks Pre-construction notice for NW Permit 14 - Minor Roadway
Crossings
Project proposes to disturb less than 150 LF of streambank and less than 1/3
acre of wetlands
See attached exhibits for directions to property, vicinity sketch and other site data.
1.. L
Pre-Construction Notification (PCN) Application Form
}
r
`C
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.anny.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://www.saw.usace.army.mil/wetlands/regtour.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 1
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 http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg.pdf.
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 http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. 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 2
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.
1. Processing
1. Check all of the approval(s) requested for this project:
[v]' Section 404 Permit i O? ti
Section 10 Permit
[] 401 Water Quality Certification - t, c?, fi c Z} , o„ 0, t?
F] Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: t( by Peg.( _,,,+ 4- 14
?.w,c. ?oa?«,? Gro ss??ys
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 0---
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: F1
II. Applicant Information
1. Owner/Applicant Information
Name: Tre-nk 'P. Pt -"D
Mailing Address:
Pa.
,14M , 14c 16-11(y
Telephone Number: 82(3- 7-35 -btei1 Fax Number: `828 - 235 - 9181
E-mail Address: Icidsnlrs64Awnrr',60/h OK jklgco QDwr6+v
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 3
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: Tine Wilko-ws G u 6AQ*1S+-
2. T.I.P. Project Number (NCDOT Only): .,.
3. Property Identification Number (Tax PIN): I Uciq 1 L35 8 D
4. Location
orrvu weo? CD. kA.C. Nearest Town: ?aA C, ;
Subdivision name (include phase/lot number): Tlnr W?Llo
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or Lat/Long): t4 3,93% 73o, i~ 3 A 5 $D
(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:
'EX45ktnG WOV CeJ SAC 1 oQa;siG Y`oaj 6 IoeCn G U P -6r c c-
1-1 _ 1 ,
7. Property size (acres): 17,3. &5? kctes
8. Nearest body of water (stream/river/sound/ocean/lake):5uaar Cmw CvYe.k
9. River Basin: ry e AA &64 A
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.nc.us/admin/maps/.)
Page 4 of 4
10. Describe the purpo11se o/ f t+he propo(s?ed work: Ca,-d C;n y 0?
G%AoAAt(s. Pt%oe rross'oas Lo-M 6.t eo,shoe?eJ
dre,??u ?w5•
11. List the type of eg1pment to be used to construct the project: ? e r o 6 etcLkee , PYVW+eRd
1 0'a &•- aA c1 MOAW q rack,-
12. Describe the land use in the vicinity of this project:
SI.na4 Lm; l re-s• eeAd (o A3 an 6 riouil, a.,..a W
W008ed e.& A- a4+C resi?¢w?ic? Sv?c?iJ?S?i^-
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: 1AC.
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 5
1. Wetland Impacts
Wetland Impact
Site Number
(
indicate on map
)
Type of Impact* Area of
Impact

(acres) Located within
100-year Floodplain**

(yes/no) Distance to
Nearest Stream

(linear feet)
Type of Wetland***
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44
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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.)
b,,ac,
WA? tM944, - 6?lc We c: N?eclgni3t I CVeann j, grctdt-+gi 0 , draha je p its vri Pu o?s ,
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed: D, '
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
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P
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« 11 K 3V lo' la
" ?. 1. ` In to 4Z Su 'I r Cove B l I D' ?r

-cow
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i.tst earn Impact separately ana taenttty 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.usgs.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: ( ?-b
Page 6 of 6
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact

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

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

List each impact separateiy and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): r] uplands E] 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
techniques to be followed during construction to reduce impacts.
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Page 7-of 7

f-t-e ems,;,,, c a&? ?6,- S v 6K;4eJ
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htTnl.
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 8
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 http://h2o.enr.state.nc.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):
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 F] No D
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 F] 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 [2
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes F] No 2 If you answered "yes", provide the following information:
Page 9 of 9
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
fi Lone t extends out .su teet perpendicular from near banK of channel; Lone 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.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes r] No F1
Is this an after-the-fact permit application?
Yes ? No n
Page 10 of 10
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).
8 ) -u l a -1,
Applicant/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 11 of 11
E
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Vicinity Map
For
The Willows Subdivision
Connie Petzoid Property
off NC 276
Maggie Valley, NC
Property Owner: Frank D. Petzoid, Jr.
DB 435 Page 560
Property Description : 223.658acres off SR 1319
Developers: Frank D.(Skip) Petziod
Ronnie Ramsey
757 Burnette Cove Road
Canton, NC 28716
828-926-1695 ; 828-507 4175 cell phone
828-235-8191; Fax [phone]
Parcel PIN no. 7699-72-3580 USGS Quad map : DELLWOOD, NC
Approximate Coordinates : North : 3,939,730 East : 31458
Creek crossings are on Sugar Cove Branch and an un-named tributary to Sugar Cove Branch
Sugar Cove Branch is a tributary to Beantown Creek.
Beantown Creek is a tributary to Jonathan Creek, which flows into the Pigeon River.
This creek is in the French Broad River basin
The un-named tributary is not classified as per NCDWQ Stream classification.
Sugar Cove Branch is a Class C stream from its source to Beantown Creek
Class date; 4-01-58 Index no. 5-26-18-1
Beantown Creek is a Class C stream from its source to Jonathan Creek
Class date: 4-01-58 Index no. 5-26-20
Jonathan Creek is an Class C Tr stream from a point 0.4 mile downstream of Fie Creek to the
Pigeon River Class date: 08-03-92 Index no. 5-26-(7)
Stream crossings are at or near the headwaters of Sugar Cove Branch and the un-named tributary.
Fish life is minimal due to the flow or lack thereof during periods of the year. All stream crossings will be
corrugated metal or polyvinyl chloride pipe of various sizes constructed so that the invert of the pipe is a
minimum of 2" below the existing streambed elevation. The outlet ends of the pipe will have a stilling
basin constructed so as to slow drainage flows and provide a pool for fish life habitat. Streambank
stabilization will utilize natural plantings for root zone protection and stream cooling. Riprap aprons will be
provided only where necessary to prevent scouring and streambank erosion. Where Rprap aprons are
necessary, they shall be constructed so as to provide a permanent pool of sufficient depth for fish life to
pass over and thorough.
There will be four (4) locations where the roadways will cross existing streams. Three (3) of these
crossings are on sugar Cove Branch. This creek is identified on the USGS quad maps as a blueline stream.
The remaining crossing is on a spring feed stream that is a tributary to Sugar Cove Branch and is not a
blue-line creek on the USGS map. Most of, if not all of these crossings are at the location where the
existing dirt/gravel roadway crosses these streams. (Note: These existing roadways are from previous
logging activity conducted several years ago and are actively used by adjoining property owners and others
for access to this and adjoining properties. The design of this proposed subdivision utilized the existing
roadway to the greatest extent possible.) All other proposed pipe crossings are located in drainage swales
that contain water only during rainfall events and are not known to be within wetlands or perennial or
intermittent streams.
The Developer seeks courtesy notification to U.S.C.O.E. and N.C.D.W.Q. for
NW permit 14 (Minor Roadway Crossings). Stream bank disturbance is less than
150 LF and Wetlands disturbance is less than 1/3 acre.
Directions to Site:
From Exit 20 on I-40 westbound, take exit to US 276 toward Maggie Valley/Jonathan Valley. Go 1.9 miles
on US 276 to Joe Carter Road (SR 1322). Turn right onto Joe Carter Road, go 0.2 miles to Beantown Road
(SR 1320). Turn left onto Beantown Road and go 1.2 miles to Sugar Mountain Road. Turn
right onto Sugar Mountain Road and go 1.7 miles to Upward Way. Turn right onto
Upward Way and go 1.0 miles to property line (passing Vesie Etta Road at 0.5 miles and
White diamond Estates entrance at 0.7 miles). Note: A portion of Sugar Mountain Road
(just before Upward Way) is a gravel roadway. Upward Way is a gravel roadway, except
for a short section off Sugar Mountain Road, which is currently under construction to be
paved.
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MEMORANDUM
TO: John Dorney Regional Contact: D. Keith Haynes
Non-Discharge Branch WQ Supervisor: Eorrrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Willows SID County Haywood
Project Number 02 1269 County2
Recvd From APP Region Asheville
Received Date 8/9/02 Recvd By Region 9/13/2002
Project Type residential road crossings
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F14 Stream FT -@)N F--F7-2-52-15- I ` oRw 40,306. 0.08 140.00 F-- F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y (ON Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q N
Is Mitigation required? Q Y t0 N
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
It is recommended that the 401 be issued as requested even though, Mr. Ramsey mentioned that he
may ridge the stream in a couple of places rather than culverting. If a stream channel is moved
during the process of installing a bridge, a permit may be necessary. This was explained to Mr.
Ramsey.
Recommendation: QQ Issue O Issue/fond Q Deny
cc: Regional Office
Central Office Page Number 1
>torM Drainage Pipe
w/ straight Headwall
K Flared End section)
r

(unlined).
. Silt-riprap
> Ditch lining
Triage Check List
U ?U(S I-?'1
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`. Date. s
vy
Project Name
?RRO Steve Mitchell
t NumberU °Z
To:
DWQ Projec
?FRO Ken Averitte
t
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OWaRO Deborah Sawyer Coun
WiRO Joanne Steenhuis
OW?Ro Jennifer Frye
RO Mike Parker
lwell
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?MRO Pete
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ou need

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ached is being
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Minimization/avoidance issues
Tar-Pamilco, Catawba; Randleman
[]Buffer Mules (Neuse,
Po fill _
itigation Ratios
Ditching ation sites available and viable?
wetland mitig
Are the stream and or
;-r accuracy _

I
SKIP PETZOLD - Pres.
757 Burnette Cove Rd.
Canton, NC 28716
[phone]
September 5, 2002
The Wow
Land Developer
Division of Water Quality
401 Wetlands Certification
1650 Mail Service Center
Raleigh, NC 27699-1650
Attn: Mr. John R. Dorney
RE: DWQ-02-1269
Frank P. Petzold
Dear Mr. Dorney:
Cherry Hill Estates
Twin Oaks
Crystal Trees
Brook Hollow
a? L SEP 0 Z©Z f
Pursuant to your letter of August 21, 2002, enclosed find
check in the amount of $200.00 for application fee. I have
enclosed a copy of your letter for easy reference. Also
enclosed is a copy of our letter of August 6, 2002, in
which we submitted seven (7) copies of the PCN Form and
supporting data for the NW permit 14 notification.
If additional documents or information is needed, please
contact our office.
I Si cerely,
r???i ?
_a..k P. _ petzol d, Jr.
\o?0F ?ArF9p?
r
O -?
August 21, 2002
DWQ # 02-1269
Haywood County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Frank P. Petzoid, Jr.
757 Burnette cove Road
Canton, NC 28716
Dear Mr. Petzoid:
On August 9, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetland for the purpose of a road crossing in Haywood County.
Approval from DWQ is required to disturb these streams. Please provide seven copies of the
following information and refer to the DWQ# listed above in your reply. In particular as described in
15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property. Please
show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H .0500.
1. Please send a check in the amount of $200 for the application fee. Use of Nationwide
Permit 14 always require written concurrence and therefore a fee payment of DWQ.
Please telephone me at 919-733-1786 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
i R. Dorney
Water Quality
Program
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
Alan W. Klimek, P.E., Director
Division of Water Qualitv

SKIP PETZOLD - Pres.
757 Burnette Cove Rd.
Canton, NC 28716
[phone]
August 6, 2002
Wu
Land Developer
NC Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Cherry Hill Estates
Twin Oaks
Crystal Trees
Brook Hollow
Reference: FRANK P. PETZOLD, JR.
223.658 ACRES OFF SR 1319 HAYWOOD COUNTY, NC
PRE CONSTRUCTION NOTIFICATION APPLICATION FORM
PCN FOR THE WILLOWS SUBDIVISION
Dear Sir/Madam:
In regard to the above referenced property, enclosed
herewith find seven (7) completed pre-construction
application form for the above.
Please process, and if additional information or
documentation is needed, please call our office @
828-235-8191.
Sincerely,
Frank P. Petzold, Jr.
by: ky
enclosure
F ? AT-
0 G
r
54:&
August 21, 2002
DWQ # 02-1269
Haywood County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Frank P. Petzoid, Jr.
757 Burnette cove Road
Canton, NC 28716
Dear Mr. Petzoid:
On August 9, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetland for the purpose of a road crossing in Haywood County.
Approval from DWQ is required to disturb these streams. Please provide seven copies of the
following information and refer to the DWQ# listed above in your reply. In particular as described in
15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property. Please
show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H.0500.
1. Please send a check in the amount of $200 for the application fee. Use of Nationwide
Permit 14 always require written concurrence and therefore a fee payment of DWQ.
Please telephone me at 919-733-1786 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 211.0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
i R. Dorney
Water Quality
Alan W. Klimek, P.E., Director
Division of Water Quality
Program
F4
f%?cK2 r ?`?cS Cl ? eh -7Z6
0/ ID 0c)
-Pee

19 News of the ruling caused uproar within political circles. Sen. Kit Bond stated that "our founding fathers must be
spinning in their graves", ignoring the fact that the phrase `under God' was added to the Pledge by Congress in
1954. President Bush called the ruling `ridiculous', but several scholars, including UCLA Law professor Eugene
V olokh believe the ruling to be a reasonable interpretation of the law. He explained that the pledge "is supposed
to endorse patriotism" and not endorse religious belief.
It is likely that schools will soon have the option to use the Pledge without the religious phrase, but will they be
willing to drop `God'? Only time will tell.
To vote, simply check one of the boxes below and fax your vote back to us.
APPEALS COURT SAYS THERE IS NO PLACE FOR GOD IN THE PLEDGE OF ALLEGIANCE
SHOULD 'UNDER GOD' BE REMOVED
FROM THE PLEDGE OF ALLEGIANCE?
YES
Please Check
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Calls to these numbers cost 52.95 per minute, a small price for greater democracy.
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• The 9`h Circuit Court of Appeals has decided that part of the pledge of Allegiance
violates the constitutional separation between church/religion and state. It
concluded that the phrase `under God' "impermissibly takes a position with respect
to the purely religious question of the existence and identity of God."
SKIP PETZOLD - Pres.
757 Burnette Cove Rd.
Canton, NC 28716
[phone]
August 6, 2002
%WRM
Land Developer
NC Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
0e 12 3?3
f
AUG-9
2002

Cherry Hill Estates
Twin Oaks
Crystal Trees
Brook Hollow
Reference: FRANK P. PETZOLD, JR.
223.658 ACRES OFF SR 1319 HAYWOOD COUNTY, NC
PRE CONSTRUCTION NOTIFICATION APPLICATION FORM
PCN FOR THE WILLOWS SUBDIVISION
Dear Sir/Madam:
In regard to the above referenced property, enclosed
herewith find seven (7) completed pre-construction
application form for the above.
Please process, and if additional information or
documentation is needed, please call our office @
828-235-8191.
Sincerely,
"?AletL?
Frank P. Petzold, Jr.
by: ky
enclosure
Pipe Plpe Pi a Outlet Apra Sla e 1 1 I I 1
Street Name ~ %a em aeeee willow Orlve 18• 1.05 10.0' 3' 9.5' 5.5'
on9 s s. o rq, Na z vp / Pr Eta anso willow Drive 30" 9.35 20,0' 6" 5,5' ta5'
Willow Drive 45.a et Gravel 20 feet 775.77 y ~ s ~ , 04 , s ~ ~ a' , t a lf' ~ ° ~ °ta Stormy Ridge Drive 30" 6.755 20.0' 6" 10.5' S.5'
Stormy Ridge Drive .D feet Gravel is feet 1807.78 G0~`S ti s ~ ~ s ~ e Pp am »eem Deer TraU Drive 18' 6.755 10.0' 6" 9.5' 5.5' 1 1
1 •m o•. s Grovel Z S s ~ s Deer Troll Orlve 45.0 feet t8 feet 2257.79 4 „ Pa ~ e ^p ~ Stormy Ridge Driw 48" 6.755 30.0' 13" 9.5' S.5' ha Na ° sm ,eeea,e Stormy Ridge Drive 18" 1.45 10.0' 3" 9.5' 5.5'
Grovel f 4221.54 S~ u' o • ' on T ' ' ' on oA of ~ ' S Coon Hollow Loop 45.0 feet 18 ee s A of e • s. °A cf Rld a i; eee ea ro t+a 71e aaeoe.+e Stormy Ridge Drive 16" 1.05 10,0' 3" 9.5' 5.5'
~ j • ~ O ' oA of Rld a Top of ld oA o ' on , 1 ~ Reese °t"s'°'wxt Dear Trail Drive 24" 6.755 20,0' 6" 7.0' 4.0' Located off NC 276
Estella Orlve 45.0 feet Grovel 18 feet 579.68 s b ~ ~ 9 ge J' ~0 S ToA of e ' 1 eW xe. ° oa ste wuee Dyr Traq Drive 30" 7.255 20.0' 6" 10.5' S,5' i
Sadie Drive 45.0 feet Gravel 18 feet 660.28 >ss s. 1.a,9. ~ fl» x• ,a ep ao „~.ea Oeer Trod Drive 24" 3.755 20.0' 6" 7.0' 4.0'
18 feet ~ ~ 0 ~ ~ 4 of Ridge ,pc ! d pe Coyote Urt 45.G feet Gravel 1450.95 S ~ p , Stp• Cp.g an M~ a ,k eee No• r, Pt" ~ ~ deardew Drive 18` .OS 10.0' 3" 9.5' 5.5' De v e t ~ oper
g, ,,0 ~jc9. Top of Rtd °p {yjr 1. ' k ' h ep eo. ,a Poe m eerxn ClearNew Drire 30" ,755 20.0' 6" 10.5' 5.5'
Timb Ridge Drive 45.0 feet Gravel 1s feet 2so6.9o a ? F ~ r Ri ,~o ~ ~ ~ pP of Rld o c 1 k a °q'Xat° "e'°e0A°°e Sadie Dr(ve 30" 6.05 20.0' 6" 10.5' S.5' 1 o '1 ~ "0'14 aro 18" 13.25% 20,0' 6" 5.5' 1 p ~ r Coon Holow L 9.5
arview Drive 45.0 feet Gravel 18 feet 8 ) 6 •S on To Id a 0 ~ a 0 ep w ,e ep ero ~e+eea Coon Hollow loop Y1" 8.05 20.0' 6" 10,5' 5.5'
B .g /ps I.P.S ~ T a1 ~~w 0 ~ ~ "a ea re ?M 9ta ee.alot Coon Nollow Loop 3D" 6.05 8" 10,5' S.5'
Drainageway •S r ofRld ~ow ~ oA of / 9 ti •ti , Coon Holow loop 3205 Cove Creek R o a d ,~y , ,e<r~~ 21' 5 20.0' s" 1os' ss'
CP.S pn T Rid dg S T USGS Stream 5 1' °A o R/d k "ee ""t° am orb Eetello Drive i " 11.05 20.0' 5" 9,5' S.5' Wa nesville, NC 28786
9 f T0A o1 e 2 Eetego Drive i6" 1.05 10,0' 3" 9.5' S.S' ~e~e~ 7 7 Burnette Cove Road Canton NC 28716
$ 0 NAIL o 9e s 0 , 3fT In Small stream Not on USGS Map 58. on 10A of R! • ~ rt 24" 7,755 .0,0 6 7.0' 4.0' ~ e" ~ ~ Tlmba Ridge Drive 18" 10.05 20.0' 6" 9.5' 8 8 8 - 9 2 6 -16 9 5
F ~ O CAT N .9 ' ALO o ~A. 'oy / „ ~ rpxa u Tknber Ridge Drive 24` iD,05 20.0' 8" 7.0' 4.0' -
OC 7 San rp Hf A E' Rfd e o AR .e, M .Q , 3~ , INC .p$ a w, p 2 ~ ~26 888 507-4175 ,hy C ~ ru ew m scow Coon Hollow loop 18" 5.05 10.0' 6' 9.5' S,5'
P~ 90¢ n rop of yd$e w~ USGS Streams ore streams that are shown on USGS mops F e 5 aq.,33 h. xau, h» ero e.aee Stormy Ridge Drive f8" 1•DS 10.0' 6" 9,5' S.5' 8 2 8 - 2 3 5 - 8191
as blue lines. y RfD D on USGS Streams are existing small streams that are not k T ap ofT 83 lee lk.1TA se e,iss Coon Hollow loop 18" 1.D5 10 0' 6" 8.5' S.5' e 1 e
USGS maps. 0 pA ldge ldge ~ a son n ~neer~n ervices nc, on' 1g+tnyfbe Hogo of
Drainageways are treams but are natural swales g at carcy storm drainage runo after rainfalls. G• on ofRdQeum ~ ~ 1748 Rocl~ Noose Cove Road
Q~~ ~t 9 21 N Fenceln t,~ ,2°~ ` Cl de NC 28721 2 49' " y ,
~ . 9' N ~ ' W I 828-627-8089 1.64
g• ~ P+: Pf 828-627-8796 fax
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"Rat; " is R on u MY ;ro •ea 0 e EKI ~ (w/ straight Headwall 2 Per st g 45 R/ & Flared End section)
6 74 N 2 , e ° n) r In swo w x'~ N • re s s s ~ eer rail ri ~i ~ P D, 406 p , P s~d`;~ , o Sllt-riprap ~ 's 38 s
Oy a,0 P pia ~ p 51p 5~' SPg at Roo ~ p , arc Cho°tnut gfu Ditch lining R t • ` eP RI ra
G wfr d 6 nd n B6 d~ 8 1 Q r Sfr~ ion p a~~a Plpe Na 2 gyp/ sm ° cote Comer nd i r Apr tie P P a~` F w• w/ underlining fabric
set. ~w ~ 9s rot pe ~ eu wwa ev way d°' Pipe / Pr Sta 1,93 ~ N0. 2 Co°li " Sta 1•q3 6'°N P1Pf N 1 . JI at FAG F ND ~I? ~ 3,
,1RaN ! U ~ ~ . ~r s N e 4 2j" W I p n ou et
" R onts ~ 7 ~.S ~`~y N 7Y ~eprD• ti Plpe m a+ USGS l Fence Down W S Rf p F nd a,• r~ ~p ea•` • so, us 67 '~3' w' o hole aside Swale Silt-llnin 2 Gs (w th ll i g s sp c~1ec~ 9
9 5 ° FenCO ~ p9 „q 4 oa • "s p'e' a~ v ~a ream emn a p rd d o " eam reD P r xisti 45' /W ®Ditch lining m ~ D, 408 ~ Straw/,Jute nettinc
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2 0 grar sha place by eve er t t e f o t c' n, T r 'm 4 s l•° ~ 89 P'y0 ~ 0 3 „ E 5 4 otn. 4~ b he re ponsibi of the h me Her as cia 'on. 36 1R0 A 2 0;' F 1'3 ~aR RON p S ~ 4• ~ 5 d~
All roa sides s shall b 1 ' ~ at p„ 1 sf C ° ~5a9• e t Fen f~ D 11 2 9 0~ oFESSIO S 1 0 Z vp 4*~ .y
o t e / 211 a toe ) 0 ~ orne Awu F r pp R fi t an ar ~ ~?n ~ ound - d unt2ss s eclf~ ~h ce p e a ~ DN .P AM ~ oN PIN 1 Seal F
rests to conform Hoywao County t ~ IntFpU 2 ~ ° , 5035
Li r s e Ifled In an 1 eat y o swa as * ~ P ,1 ' F NO ? ~ FNC, NEt'w 2
rass n 1 'S~' 1 2 d w rlc ertining ~ . 'h~" ~ °t r co F nd Ma ed 2 F " nd M 0e 9 ~ DOGE ~
Jute Netignn traw linin 50 0 rop Rte 9 1 Top ° Rd) ~ ~ ~~~,~1'L--
Natural Rack linin a Q~l Fred R ger Watson
Idth of vg. Depth Mtn. Depth • PE 5035
Swale No, Roadway Side From Sta, To Sta. Type Lining Ditch Bottom Front 51ope Rear Slope o low of Ditch w:~ uP a2" E
ee X : 1 n es 12 ~ , RS TR 1 Timber Ridge Drive North 22+20 25+00 Straw w Nettln 0' - v-ditch 4:1 2.1 6 1 , vo • ee ~ D Z~' 4 F17.
9 3 RS TR 2 Timber Rid a Drive North 22+20 14+65 Straw w e#tin 4:1 2:1 6.5 ~ ',24;
RS TR 3 Timber Rid a Drive orth t4+65 7+50 Rock 12" M(n Dia 0' - v-ditch 4:1 2:1 5 12" RS TR 4 Timber Rid a Drive N th 7+50 0+00 Rock 12 Min D1a ~ 4;1 2:1 5.25" 12 ~ ° N Pt y
- M! ~ L~ s. 1,231 C, . IQ
R e RS CC Co ote Court Nort 1 5 8+64 ° _ 2:1'~ B• 1 3+6 Straw w Nettln 4;1 5.5 12 R .',y~g~,~ SA a ~ C ti l s
RS CC 2 Co ote Court North 8+00 4+00 Rock 6 Min. Dia _ i 4:1 2:1 3,5" 12" 3 •1~ B ~ N ' to c'. ~ ~ L, ti ~s h
RS CH 1 Coon Hollow Lao North 25+50 20+40 Straw w Nettln 0' - v-ditch 4:1 2:1 3.25 12" RS CH Coon Hollow Loo 20+60 16+65 Straw w Nettln 0 - v-ditch 4:1 2:1 3 12" !q FP1PfF0 D o~' a 3 ~ ~ 2 e f.P. E ~ ~l oid f K e~ 122, ~
once RS 3 Coon Hollow Loo North 16+65 11+50 Str w ttin ' _ _ 4:1 2:1 7,25" 12" "7Qf n ~ r ~ O!d Fence oe ~ 1 ll ~ ~
RS 4 Coon Hollow Loo West +50 7+00 Straw w Nettln 0' - v-ditch 4:1 2:t 2.5' 12" 5'56" / l ~ ~ I FO P!N ~ ~j03~ l i vi
RS CH 5 Coon Hollow Loo North 00 4+00 Straw w Nettln 4:1 2:1 2.5' t2" 260. ` RS CH 6 N& W Straw w Nettln ' 1 " S Coon Hollow Loo 26 57 34+82 9 0 - v-ditch 4:1 2. 7.25 12 C lion S ~ / , y s i
R ~ " " aSln ler N S CH 7 Coon Hollow Loo West 3+ 0+50 Jute Nettln 0 - v-ditch 4:1 2r1 2 12 Bosln Number Total D~th in 6'11 g _ i ~
• $a RS ED 1 Estella Drive North 4+00 0+50 Straw w Nettln 0' - v-ditch 2; t 3" 12• xlatn t.ength Depth Wler Oepth Freeboard wb wt Type weer / ~ AKf p' I'll ~ `
RS SD 1 Sodie Drive North 6+00 0+50 Straw w Nettln 1 - Tra iz. 2:1 t , " Silt Basin 1 30' 50' 0.960' 1.0' 0.5' 12' 18' 2.46' Grove!/riprop RS 4:1 0 5 12" Sllt Basin 2 36' S0' 1.1 2' 1.0' 0.5' Gravel ri ra CVD 1 Clearvlew Drive North 5+73 7+75 Straw w Nettln - v-di ch 4:1 2:1 6.5 12 5 10' 16' 2.65' p P FOU IRON l tot • e S1A ~Cf •?F
RS CVD 2 Clearvlew Drive North + 0+50 Jute Nettln 4' - v-ditch 4:1 2:1 2.5" 12" Sllt Basin 3 50' S0' 2.412' 1.0' 0.5' t2' 16' 3.91' Gravel/rlprap 1 FOUND l.AF 33 » i ND
RS DTD t Deer Trail Drive East 3+75 0+ 0 Straw w Nettln 0' - v-ditch 4:1 2:1 1.75" 12" Sllt Basin 4 30' S0' 1.152` t.0' 0.5' 14' 20' 2.65' Gravel/rlprap A u e ev » A • i ct Fence Enters lion Am nt ~ l Ss6 ~ ~6,
RS DTD 2 Deer Trail Drive North 7+45 4+45 Jute Nettln 0' - v-ditch 4:1 2.5" 12" Sllt Basin 5 30' S0' 1.560' 1.0' 0.5' 25' 31' 3.06' Rock Dam ' • 43 ~ 1 ' ~Ry l o , e~ ,
RS DTD 3 Deer Trail Drive North 13+90 11+47 Straw w/Netting n' - v-ditch 4:1 2:1 ~ 5" t~" cup a„"~., ~ . , ,e, . ' / . l~,,,,.,,~-.~ ~ ly ~p 3S4 . 1 r . ~ 19 ` ..le °
' Y JV' Vv' I.OVV, iV, V.J' YO' :14' 13. IV MULA UUM RS SRD 1 Storm Ride Drive North 0+50 3+46 Jute Netting 0' - v-ditch 4:1 2:1 9 12 Slit Basin 7 30 60 1.600 1.0 0.5 28 34 3.10+ Rock Dom
RS SRD 2 Storm Ride Drive North 4+00 +45 Straw w Nettin - v-ditch 4:1 2:1 4" 12" Silt Basin 8 30' 50' 1.560' 1.0' .5' 3.06' r vel/riprap 1 ' P
RS SRD 3 Storm Ride Drive North 17+50 13 53 Straw w Nettin 0 - v-ditch 4:1 2:1 4 12 0 t0' 16 Ga RS WD 1 Willow Drive a 7+40 5+10 Rock 12" Min Din 2 - Tropiz. 4* 1 2:1 " 16" Silt Pit 1 50' 25' 1.152' 1,0' 0.5' 10' 16' 2.65' Gravel/riprap Y p A1R ,4, ~ •ve C , i ry S3 p~ 1
0+5 Straw w Nettin 0' - v-ditch 4 12 Silt Pit 2 50' 30' 0.960' 1.0' 0.5' 10' 16' 2.46' Gravel/Rlprop 4*1 2:1 RS 2 Willow Drive East 5+17 pC ? S 1
S 1 Deer Trail Drive & Coyro Court ' Base - Trn I . 2:1 2:1 10.5" 16 Silt Pit 3 30 20' 0.480' 1.0' 0.5' 10' 16' 1.98° Gravel/riprap S 2 I 4
7t Silt Pit 4 40' 20' 1.080' 1.0' 0.5' 10' 16' 2.58' Gravel/riprap D Cf) S WAR .
Silt Pit 5 40' 20' 1.440' 1,0' 0.5' 10' 16 ' 2.94' Gravel/riprap HI ~ p PG 719