20030808 Ver 1_COMPLETE FILE_20030701

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 7, 2003
DWQ# 03-0808
Transylvania County
Roger and Patty Eckart
P.O. Box 145
Tremont City, Ohio, 45372
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. and Ms. Eckart:
You have our approval, in accordance with the attached conditions, to place fill in 140 linear feet of
perennial streams and 45 linear feet of intermittent streams, including culverts and in-stream bank stabilization
measures (rip-rap) in order to construct three road crossings at the Country Estates subdivision in Transylvania
County, as described in your application received by the Division of Water Quality on July 1, 2003, and in
additional correspondence received July 16, 2003. After reviewing your application, we have determined that
this fill is covered by General Water Quality Certification Number 3404, which can be viewed on our web site at
http://h2o.enr.state.nc.us/nowetlands. 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) 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. 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;
2. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact
under this Certification Approval and Authorization Certificate. A sample deed notification can be downloaded
from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands.
3.
The culvert required for this project shall be installed in such a manner that downstream profiles are not
altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing stream
dimensions (including the pattern and profile) are to be maintained above and below locations of each
culvert. The culverts shall be designed and installed to allow for aquatic life movement as well as to prevent
head cutting of the streams. If any of the existing pipes are or become perched, the appropriate stream
grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and
re-installed correctly.
7T -4
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), (h!W://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
The establishment of native, woody vegetation and other soft stream bank stabilization techniques must be
used where practicable instead of rip rap or other bank hardening methods; If rip-rap is necessary, it shall
not be placed in the stream bed, unless specifically approved by the Division of Water Quality.
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 Kevin Barnett in the DWQ Asheville Regional Office at 828-251-
6208 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Kevin Barnett, Asheville DWQ Regional Office
Central Files
File Copy
Jay Kaiser, Fisher Realty, 6 Park Place, Brevard, NC, 28712
030808
Facility Name
Project Number
Country Estates S/D
County Transylvania
03 0808 Regional Contact:
Date:
Comments (continued from page 1):
Barnett, Kevin
cc: Regional Office
Central Office Page Number 2
MEMORANDUM
TO:
SUBJECT:
John Dorney
Non-Discharge Branch
Regional Contact:
WO Supervisor:
Date:
WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Country Estates S/D
Project Number 03 0808
Recvd From APP
Received Date 711/03 Recvd By Region
Project Type residential s/d road crossing;
County, Transylvania
County2
Region Asheville
Certificates Stream Stream Impacts (ft.)
Class nrMsm
Permit Wetland Wetland Wetland Stream Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. IN
F -F 14 Stream O Y O N F- 6-38-19 r C ?'I'R 40,301. ?- 140.00 r- ?-
Mitigation Wetland
MitigationType Type Acres Feet
I F_ F F_
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y # N
Is Mitigation required? Q Y O N Recommendation: 0 Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue as requested.
cc: Regional Office Page Number 1
Central Office
04
Triage Check List
-711 ? Coo, 11,
Date. ?3 Project Name. DWQ#: 0 3 - 0 <?ZJ'
County: ?sf
To: L=1 ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
? RRO Steve Mitchell
From: Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? S "am length impacted
Stream determination ohS`-49-)cP.S
?D' Wand 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:
LETTER OF TRANSMITTAL
LUTHER E. SMITH & ASSOCIATES, P.A.
Land Planning - Landscape Architecture 03,0
121 Third Avenue West, Suite 1
Hendersonville, North Carolina 28792
Phone: [phone] Fax: [phone]
TO: N C v S c?r?c? ulzbA C
401
ATTENTION 1 K-Q- N ©'ra In -
DATE \ 3
JOB NO. 0' 3 L ? t `1
JOB NAME
a ?S ? ? PQ ??y? WEUDS/401 MOVP
JUL
? ?
I
WE ARE SENDING YOU °Attached ? Under separate cover via tfe lo'Awing items:
Shop drawingsrints ? Plans ? Samples ? Specitic? S Copy of letter ? Change Order ?
Copies Date No. Description

? k

THESE ARE TRANSMITTED as checked below:
K For approval ? Approved as submitted ? Resubmit copies for approval
? For your use ? Approved as noted ? Submit copies for distribution
? As requested ? Returned for corrections ? Returncorrected prints
). For review and comment ?
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
1-7

O
COPY TO R C-10 oA- ??kcA.rt Via t-?X
i?-f rhn ne 1L 1 Vl rC

SIGNED:
,03080
Office Use Only:
USACE Action ID No.
(If any particular item is not
1. Processing
Form Version May 2002
DWQ No.
t,j ase enter "Not Applicable" or "N/A".)
1. Check all of the approval(s) requested for this project:
X 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 Nuinber(s) Requested: Nationwide
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: X
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: ? N/A
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: ? N/A
II. Applicant Information
1. Owner/Applicant Information
Name: Roger & Patty Eckart
Mailing Address: P.O. Box 145
Tremont City, OH 45372
Telephone Number: 937-834-3649
E-mail Address:
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: Jay Kaiser
Company Affiliation:
Mailing Address:
6 Park Place
28712
Telephone Number: 828-883-9895
E-mail Address:
Fax Number: 937-834-3649
Fax Number:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires info-nation 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: Count Estates
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 9505-73-5745,9505-74-6772,9505-94-1033
4. Location
County: Transylvania Nearest Town: Brevard
Subdivision name (include phase/lot number): Country Estates
Directions to site (include road numbers, landmarks, etc.): From intersection of SR 1533
(Everette Farm Rd) & SR 1534 (Hart Rd) 2.1 miles on Hart Road to Pisgah Forest
Drive (private) then 1.3 miles to proposed road entrance adjacent to transmission line.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(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): 68.34 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Little River ?ic Cascade Lake
8. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htt-p://h2o.enr.state.ne.us/adi-nin/inns/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Heavily wooded undeveloped site - Areas around tract
are undeveloped woodland or low density residential (Pisgah Forest Farms).
Page 6 of 12
`4N
10. Describe the overall project in detail, including the type of equipment to be used: --??
Equipment: Track loader, bull-dozer, rubber tired backhoe, track hoe
Project: Proposed as a low density, 14 lot, single family residential development
11. Explain the purpose of the proposed work: Construction of residential development
roads, installation of culverts for road crossings.
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,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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
Page 7 of 12
i
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: N/A
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***
N/A

. t:...: A t„• ma rt,anizea clearing_ grading. fill,
* List each impact separately and identify temporary impacts. Impacts mcruae, out are nOL ,,,,..?. , .?..._ •• -•- __ _
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 hthx//www.fcnra.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).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:

Stream Impact
Site Number
(indicate on
Type of Impact* Length of
Impact
(linear
feet
Stream Name** Average Width
of Stream Before
Impact Perennial or
Intermittent?
(please specify)
ma " l
i
Pipe #2 Culvert/Head,%vall 50 if UT to Merrill Creek 18 a
Perenn
" t
itt
Pipe #4 Culvert/Headwall 30 If UT to Merrill Creek 12 en
Interm
" i
l
Pipe 45 Culvert/Headwall 60 If Merrill Creek 24 a
Perenn

L__ _ . r:. ao r t r„toartc and associated rip-rap.
* List each impact separately and identify temporary impacts. Impacts mcruuc, uu, a.v ................ - •-- ____ ___
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 strearn 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
downstrearn named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Page 8 of 12
www.usgs.goy. Several internet 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: 140 linear feet
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

(if Name of applicable) Waterbody
Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. impacts mciuae, out are not mmiea to: tm, cxcavauuiy ule
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Stream crossings required to provide access to property for low density residential
development Culverts to be installed with boulder headwalls to minimize area of impact.
Note culverts are buried in stream bed to allow restoration of stream bed through culverts
as indicated on plans
Page 9 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in detennining 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.ne.us/ncwetlands/stiingide.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 htt-p://h2o.enr.state.ne.us/wry/index.htin. 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):
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federaUstate/local)
land?
Yes [] No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes [] No F]
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 R No F]
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 Q If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If ibuffer
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
* 'Lone I extends out sV ieet perpenaicutar iruui 11cai ua„n UL„?,.,?,,. ?.._ ??•?••
additional 20 feet from the edge of Zone 1.
Page 1 I of I I
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.
Total site - 68.34 acres, existing impervious surface - 0%
Proposed impervious surface - 140 - 9.57 acres
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.
Individual in ground septic systems
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes n No F]
Is this an after-the-fact permit application?
Yes F] No M
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).

Applican,` Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
APPOINTMENT OF AGENT FORM
Eckart
(name)
recorded in 3821480, 3821486, & 4301450
(deed book / page)
owner of property located on Pisgah Forest Drive
(street Name)
and having a parcel identification number (PIN) of 9505-73-5745
9505-74-6772, & 9505-94-1033 located in Henderson County, North Carolina, do hereby appoint Jay Kaiser
(agent's name)
to represent me in an application and authorize him/her to act as my agent in all matters, formal and informal except
as stated herein, and authorize him / her to receive all official correspondence.
0-3
Property 0 ner date
11? R f Z1 L lea Notary Public of the County of
State of (! /0 , hereby certify that It ?r? h K FC ? 7 appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this ?% day of I? , 2003.
Seal
Notary
E-7-1 r,
My Commission Expires; R t.
r??lle
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To
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DRAWING No. Luther E. Smith & Associates, P.A.
SHEET LAND PLANNING • LANDSCAPE ARCHITECTURE
121 Third Avenue Rest Suite 1 Phone [phone]
1 Hendersonville, NC 28792 Fez [phone]
E-mail: 1sal l9b®bellsouthmet
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DRAWING No. Luther E. Smith & Associates, P.A.
SHEET LAND PLANNING • LANDSCAPE ARCHITECTURE
121 Third Avenue West Suite 1 Phone [phone]
4 Hendersonville, NC 28792 Fax [phone]
E-mail: ]sall9b6bellsouth.net
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X _ 281 X
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6-2-03 PG
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DATE DRAWN BY j? ]' j?L T? 1 LAYOUT PLAN
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JOB NO. CHECKED BY COUNTRY ESTATES
sl.dw x : 281 x '
DRAWING No. Luther E. Smith & Associates, P.A. . ?-
W1I? PLAi1R?BM LANDSCAPE ACHIIEGIVRE ?s?"'•., *e
SHEET
y
5 121 Third Avenue West Suite 1 Phone (e-14) 697-2307 T .
Hendersonville. NC 28792 Fes [phone] ?,r4 E.
E-mail: leal l9b0bellsouth.net

ROAD SH.
FILTER I
FABRIC 11 I lill 1
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FILTER
FABRI O
3'
OR'( STACK BOULDER
HEAONALL
PLACE SMOOTH ROCK IN
PIPE W/MINIMUM FALLS
STACK ROCK TO FORM FALL5-
I7ROP NOT GREATER THAN 8"
10
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&" DEPTH
N STREAM PIPE OUTLET
NOT TO SOALE
rDATE0?5 DR?AIVN eY llV STJEAlvd P1r V U 1?LeE1
3L311 >_>?s COUNTRY ES 1 A TES`
JOB N0. CHECKED BY
Corps l
DRAWING N0. Luther E. Smith & Associates, P.A.
SHEET LAND PLANNDW • LANDSCAPE ARCHITECTURE
121 Third Avenue West 2uite 1 Phone [phone]
6 Hendersonville. 14C 28792 Pax [phone]
E-maiL• isa11910hoUsouth.net
x 281 x
SPEG I AL GOND I TI O®15 IN A A5 NEAP DE51 SNATF-D TROUT WATERS
The following requirements shall be employed, in addition to standard
requirements, when land disturbing activities or erosion control structures occur
within fifty feet (50') of classified trout waters or any tributary to classified
trout waters. Additionally, an undisturbed buffer of natural vegetation shall be
maintained a distance of twenty-five feet (25') in width from the edge of the
stream bank. Disturbance within the buffer area requires a permit from DENER.
1. Pipe outlet structures shall be extended to a length equal to 1.5 times the
normal length for the size pipe, and shall have a double silt fence installed not
more than three feet (3') from the edge of the apron.
2. Pipe inlet structures shall include an area of rip-rap ditch not less than
twelve feet (12') in length and three feet (3') in width extending upslope from
the pipe. Additionally, a minimum of two (2) temporary sediment pits shall be
installed in the ditch line and a reinforced silt fence, extending one foot (1')
beyond each side of the ditch, shall be installed at the beginning of the rip-rap
ditch section.
3. A double silt fence shall be used where required when disturbance extends
within less than fifty feet (50') of the stream.
4. All exposed rock used in creek crossings, in-stream stone filters, or any
structure extending to a point below the mean water elevation for the stream
shall be smooth river cobble or gravel native to the area. No crushed or
quarried stone fill within the stream channel shall be left exposed.
5. All pipes placed in the stream shall be burried a minimum of 4" to 6"
below the existing stream bed. Stone and/or gravel matching the stream
character shall be placed in the bottom of the pipe to a level equal to the
elevation of the existing stream channel.
6. All disturbed areas within fifteen feet (15') of a stream shall be stabilized
with an approved natural cover material within five (5) days of the completion
of work in the affected area.
7. Inspection and maintenance of structures shall occur twice weekly and
immediately following any rainfall event.
DRAWN BY
[76-2-05 ??PG TROUT WATERSSPECIAL CONDITIONS CA%
31LE5 COUNTRY 77?? ?Y ?7 0. CHECKED BY / / \ 1 A'' ?' Gor al.dw Lf ?J U x 261 x
DRAWING NO. Luther E. Smith & Associates, P.A.
SHEET LAND PLA14MG • LANDSCAPE ARCHITECTURE
121 Third Avenue West Suite 1 Phone [phone]
7 Hendersonville, NC 28792 Fax [phone] -
E-mail: 1sa119b0bellaouth.net
AW7 F 1W?AMichael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r
=i Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 3, 2003
DWQ # 03-0808
Transylvania County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Roger & Patty Eckart
Post Office Box 145
Tremont City, OH 45372
Subject Property: Country Estates subdivision
Dear Mr. & Ms. Eckart:
On June 26, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of constructing a residential development
in Transylvania County. Approval from DWQ is required to disturb these areas. Please provide 7
copies of the following information and refer to the DWQ # listed above in your reply. 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.
Site Plan Details:
1. Please indicate proposed lot layout as overlays on the site plan.
2. Please indicate all stormwater outfalls on the site plan.
3. According to your site plan using the 1"=30' scale, this office has concluded that a total of
205 linear feet of impact is being proposed.
Other:
4. The application fee was insufficient because over 150 feet of stream and/or over 1 acre of
wetland impacts were requested. Please provide an additional $275.00. This additional fee
must be received before your application can be reviewed.
5. Please provide 7 copies of the application, 7 copies of the site plans and other supporting
information. When the revisions have been made.
Mitigation:
6. Compensatory mitigation is required for this project since stream impacts will exceed 150
linear feet. Please provide a compensatory mitigation plan. The plan must conform to the
requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts
proposed.
fim
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), (hgg://h2o.enr.state.nc.us/ncwetlands)
C..ttctnmrr CP.rvICP. #• 1-R77-R9A-FR7dit

Please telephone Mike Horan at 919-715-3404 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 or by fax at [phone] within three (3) weeks we
will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
i R. Dorney
Water Quality Ce 'fication Program
JRDIbs
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Jay Kaiser
Fisher Realty
6 Park Place
Brevard, NC 28712
Debbie Vaughn
Luther Smith & Associates
121 Third Avenue West, Suite 1
Hendersonville, NC 28792
Luther E. Smith & Associates, P.A.
Land Planning • Landscape Architecture
121 Third Avenue West Ste. 1, Hendersonville, NC 28792
[phone] FAX# [phone]
b*74 INDSl,{. D
_ June 24, 2003 J ?D1
f'/( & 6
NCDENR 6 d ;" " V
Division of Water Quality WATER ppUALITY SECTION
59 Woodfin Place ASHEYILLE REGIONAL OFFICE
S?/pN
- Asheville, NC 28801
Attn: Kerry Becker
Re: Country Estates Subdivision, Transylvania County
Nationwide Permit
Dear Ms. Becker:
Enclosed please find our check no. 5006 in the amount of $200.00 for the application fee for the
above referenced project. The original application and supporting documentation is dated June 6
and was sent to your office without the fee. I have included a copy of the original application.
If you require any additional information or if you have any questions concerning this please do
not hesitate to call.
Thank you for your assistance.
Sincerely,
Debbie Vaughan 1 -
Office Manager
Luther E. Smith &. -Associates, P.A.
Land Planning • Landscape Architecture
121 Third Avenue West Ste. 1, Hendersonville, NC 28792
[phone] FAX# [phone]
6 June 2003
David Baker
Asheville Regulatory Field Office
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Re: Country Estates Subdivision, Nationwide Permit
Dear Mr. Baker:
Enclosed is an application and supporting documentation for a Nationwide Permit for stream
crossings in Country Estates. Country Estates is a 14 lot, 68± acre low density single family
residential subdivision in Transylvania County. Merrill Creek and un-named tributaries bisect the
property and flow to Cascade Lake which impounds Little River.
Proposed work includes placing a total of 140 feet of culvert, at 3 crossings, plus boulder
headwalls: The total proposed impact is 140 linear feet.
Following your review, please advise me if you require additional information. I am available to
meet you at the site.to review the proposed work.
Thank you for you assistance.
incerely,
Lu zer E. Smith, RLA, ASLA.,J1APA
Luther E. Smith & Associates, PA
cc: Division of Water Quality
N.C. Wildlife Resources Commission
Jay Kaiser
Roger & Patty Eck-art
"::
a
Office Use Only: Fonn Version May 2002
USACE Action ID No. DWQ No. A7
(Tf anv narticular item is not aonlicable to this proiect, please enter"Not Ap7plicabTe" & "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X 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: Nationwide
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: X
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: ? N/A
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: ? N/A
II. Applicant Information
1. Owner/Applicant Information
Name: Roger & Patty Eckart
Mailing Address: P.O. Box 145
Tremont City, OH 45372
Telephone Number: 937-834-3649
E-mail Address:
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: Jay Kaiser
Company Affiliation:
Mailing Address: Fisher Realty
6 Park Place
Brevard NC 28712
Telephone Number: 828-883-9895 Fax Number:
E-mail Address:
Fax Number: 937-834-3649
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires infonnation 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. Naive of project: Country Estates
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 9505-73-5745 9505-74-6772 9505-94-1033
4. Location
County: Transylvania Nearest Town: Brevard
Subdivision name (include phase/lot number): Country Estates
Directions to site (include road numbers, landmarks, etc.): From intersection of SR 1533
(Everette Farm Rd) & SR 1534 (Hart Rd) .2 .1 miles on Hart Road to Pisgah Forest
Drive (private) then 13 miles to proposed road entrance adjacent to transmission line.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(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): 68.34 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Little River ?ic Cascade Lake
8. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin snap is available at bttp://h2o.enr.state.ne.us/adi-nin/inaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Heavily wooded undeveloped site - Areas around tract
are undeveloped woodland or low density residential (Pisgah Forest Farms).
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Equipment: Track loader, bull-dozer, rubber tired backhoe, track hoe
Project: Proposed as a low density, 14 lot, single family residential development
11. Explain the purpose of the proposed work: Construction of residential development
roads, installation of culverts for road crossings.
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,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
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***
N/A

1• ' d t clearing grading fill,
site o. >
* List each impact separately and identify temporary impacts. Impacts include, but are not m
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 htgr//www.fcma.,Rov.
*** 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).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:

Stream Impact
Site Number
(indicate on
Type of Impact* Length of
Impact
(linear
feet) L
Stream Name** Average Width
of Stream Before
Impact Perennial or
Intermittent?
(please specify)
ma " i
l
Pipe #2 Culvert/Headwall 50 If. UT to Merrill Creek 18 a
Perenn
" t
i
Pipe #4
Pipe #5 Culvert/Headwall
Culvert/Headwall 30 If
60 If _ UT to Merrill Creek
Merrill Creek 12
24" tten
Interm
Perennial

_. :-A t,.• ,.,,t.,Prrc anrt assncinted tin-ran.

* List each impact separately and identify temporary impacts. impacts mciuue, out are nO..,,,,,- ??_-? - ---- -
darns (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
Page 8 of 12
www.usns.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.mapguest.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 140 linear feet
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

N/A
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 identity temporary impacts. impacts mcmae, our arc nut uuuucu to. -2 . u.u== •? s s,
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Stream crossings required to provide access to property for low density residential
development Culverts to be installed with boulder headwalls to minimize area of impact.
Note culverts are buried in stream bed to allow restoration of stream bed through culverts
as indicated on plans.
Page 9 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htt-p://h2o.enr.state.nc.us/ncwetlands/sti7ingide.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 snap, 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.
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/wEp/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):
Page 10 of 12

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 x(]
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 F1 No F]
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 n No []
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes R No [_X] 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 1 extends out 3U teet perpenaicuiar rrom near oanx Ur 41,laiuici> ??•?•?? ?•
additional 20 feet from the edge of Zone 1.
Page 11 of I I
., b
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 213 .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.
Total site - 68.34 acres, existing impervious surface - 0%
Proposed impervious surface - 14% - 9.57 acres
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.
Individual in ground septic systems
XIH. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes n No n
Is this an after-the-fact permit application?
Yes I-] No M
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).
6 _
21,1/1
Applicai` Agent's Signature ?. Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

APPOINTMENT OF AGENT FORM
I Roger Eckart owner of property located on Pisgah Forest Drive
(name) (street Name)
recorded in 3821480, 382/486, & 430/450 and having a parcel identification number (PIN) of 9505.73-5745
(deed book / page)
9505-74.6772, & 9505-94.1033 located in Henderson County, North Carolina, do hereby appoint Jay Kaiser
(agent's name)
to represent me in an application and authorize him/her to act as my agent in all matters, formal and informal except
as stated herein, and authorize him / her to receive all official correspondence.
Property dwner date
I,1jj .dR C12ra Notary Public of the County of
State of /0 , hereby certify that appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this day of l¢ L11 , 2003.
Seal
Notary
My Commission Expires: g
?
M
VICINITY MAP
1V 10
6-2-03 7BY
DATE VICINITY
MAP
03L3t7 JQB N0. COUNTRY ESTATES
Gorpsl.dwg _ x 281 x
DWANG No. Luther E. Smith & Associates, P.A.
SHEET LAND PLANNING - LANDSCAPE ARCHITECTURE .•., i
121 Third Avenue West Suite i Phone [phone] '7/Ccj"?-
1 Hendersonville, NC 26792 Fax [phone]
E-mail: 1sa119b6bellsouth.net
Luther E. Smith & Associates, P.A
U ?9A ua? SITE LAYOUT PLAN 41m W61UfQ1U te°^3^_'_n3lR=D=®B
t? COUNTRY ESTATES -? ' w za,
TRANSYLVANw COUNTY. NORM C ROLULI „,.
` _ - "•`' q, @-;'
RIP ' P
ITCH
'YPE
iJ J
/SILiTT,
/ FENf0;I
RE?NFOR D , 40LDER
DOUBLE S LT ,-? - EADWALL
FENCE .'
PIPE #2
71
24" M
50'H.
i
?o
6-Z-05 RPO.
DATE DRAWN BY
05L511 LES
JOB NO. CHECKED BY
Corps I.dwg
DRAWING NO.
SHEET
3
IN STREAM
PIPE OU?L?
SEA-DETAIL
SHEET #6
DOUBLE SILT
FENCE
PIPE LAYOUT PLAN
0
0
z
0 15 30 60
SCALE: 1 30'
i
•;?;A GAgO-
COUNTRY ESTATES x _ 281 x
Luther E. Smith & Associates, P.A.
LAND PLANNING LANDSCAPE ARCHrMCTURE

121 Third Avenue West Suite 1 Phone [phone]
Hendersonville, NC 28792 Fax [phone]
E-mail: Isa119b6bellsouth net
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/ SILT
FENC]

PIP OUTLE
j
SEE DETAIL
SHE T #6 i
REINF CED?/
DOUB SILT
i FE E
-BOULDER
HEADW L
13 ?
0 15 30 60
SCALE: 1 " = 30'
6-2-03 RPG
DATE - DRAWN
S PIPE LAYOUT PLAN

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JOB NO. CHECKED BY R Y
C O UN T E S TA TD' S ,..
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Gores I .dwg x 2$1 x
DRAMNO No. Luther E. Smith & Associates, P.A. -
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'
SHEET LAND PLANNING • LANDSCAPE ARCHITECTURE =
1?
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121 Third Avenue West Suite 1 Phone [phone] . j
4 Hendersonville, NC 28792 Fax [phone]
E-mail: 1sa119b8bellsouth.net
1
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DATE DRAWN BY
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5L31- LES
JOB NO. CHECKED BY
Corps I.dwg
DRAWING NO.
SHEET
5
D
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PIPE LAYOUT PLAN
COUNTRY ESTATES :
x : 289 x=
uther T Smith & Associates, P.A. rG;
LAND PLANNING - LANDSCAPE ARCFiMCTU'2s EE 0\' ?
121 Third Avenue West Suite I Phone (F=) 697-2307 ???"?. ??,•'
Hendersonville, NC 28792 Fax [phone]
E-mail: UallftfteLaouth.net
'a '• p
ROAD, SH.
:::L7
FILTER.'
FABRIC
3'
DRY STACK BOULDER
HEADYNALL
PLACE SMOOTH ROCK IN
PIPE 1N/MINIMUM FALL5
5TACK ROCK TO FORM FALL5-
DROP NOT 6REATER THAN W
z
FILTER
FABR I C
Iii`III 11= ??_
ICI I i ??? ?C
? -1 I I-1 I ii
I i ICI I I-1 I I
5/4" CLEAN STONE
6" DEPTH
K STREAM PIPS OUTLET
NOT TO SCALE
DATE DMN CHECKED BY BY INS'TREA11?PIPE OUTLET 13L317 LE5
JOB N0. COUNTRY ESTATES
?sLdwg
DRAWING NO. Luther E. Smith & Associates, P.A.
SHEET LAND PL414MG • LANDSCAPE ARCF§i:•'PECTURE
121 Third Avenue West Suite 1 Phone [phone]
6 Hendersonville, NC 28792 Fax [phone]
E-meal: ]sa119b6bellsouth-net
x = 281 x
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1 t 1 /
SPECIAL CONDITIONS IN AREAS NEAR DESIGNATED TROUT NATER5
The following requirements shall be employed, in addition to standard
requirements, when land disturbing activities or erosion control structures occur
within fifty feet (50') of classified trout waters or any tributary to classified
trout waters. Additionally, an undisturbed buffer of natural vegetation shall be
maintained a distance of twenty-five feet (25') in width from the edge of the
stream bank. Disturbance within the buffer area requires a permit from DENER.
1. Pipe outlet structures shall be extended to a length equal to 1.5 times the
normal length for the size pipe, and shall have a double silt fence installed not
more than three feet (3') from the edge of the apron.
2. Pipe inlet structures shall include an area of rip-rap ditch not less than
twelve feet (12') in length and three feet (3') in width extending upslope from
the pipe. Additionally, a minimum of two (2) temporary sediment pits shall be
installed in the ditch line and a reinforced silt fence, extending one foot (1')
beyond each side of the ditch, shall be installed at the beginning of the rip-rap
ditch section.
3. A double silt fence shall be used where required when disturbance extends
within less than fifty feet (50') of the stream.
4. All exposed rock used in creek crossings, in-stream stone filters, or any
structure extending to a point below the mean water elevation for the stream
shall be smooth river cobble or gravel native to the area. No crushed or
quarried stone fill within the stream channel shall be left exposed.
5. All pipes placed in the stream shall be burried a minimum of 4" to 6"
below the existing stream bed. Stone and/or gravel matching the stream
character shall be placed in the bottom of the pipe to a level equal to the
elevation of the existing stream channel.
6. All disturbed areas within fifteen feet (15') of a stream shall be stabilized
with an approved natural cover material within five (5) days of the completion
of work in the affected area.
7. Inspection and maintenance of structures shall occur twice weekly and
immediately following any rainfall event.
6-2-03
DRAWN
ONDITIONS DATE
TTERS SPECIAL C
7
///--yyy ""//'7?'?7 7'')) "?T E\ ?1 A /?7 n J08 N0. 0 0 T - / Y ?'11 L 1 !'7S
JJ ff11 lll?JJ
II
"
1 1 " x_ 281 ? X
Luther E. Smith & Associates, P.A.
DRAWING NO
.
SHEET LAND PLA14NMG • LANDSCAPE ARCHITECTURE
121 Third Avenue Test Suite 1 Phone [phone] ?, ' •, ,
7 Hendersonville, NC 28792 Fax [phone]
E-m ail: [e-mail]
Plan Detall Incomplete
13
?
U3_VWU0
C ot-xPcA) 4i4a4e c ' ?• ? -7 0 3
Please provide a location map for the project.
NY1dl.v?S
Please show all stream impacts including all fill sloes, dissipators, and bank stabilization on the site plan.
a Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
Please Indicate proposed lot layout as overlays on the site plan,
? Please indicate the location of the protected buffers as overlays on the site plan,
? Please locate all Isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage..
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
c2 Please spedfy'the percent of project Imperviousness area based on the ssilmated bunt-out conditions.
Please indicate all stormwater outfails on the site plan.
? Please indicate the diffuse flow provision measures on the site plan. .
? Please Indicate whether or not the proposed Impacts alroady been conducted.
Avoidance and/or Minimization Not Provided
v The. on the plans does not appear to be necessary. Please eliminate the or provide additional Information as to why
It is necessary-for this project
? This Office believes that the _ labeled on the plans as can be moved or reconfigured to avoid the Impacts to the Please
revise the plans to avoid the impacts;
This Office believes that the 1ahelecr on the plans ar can be moved or reconfigured to minimize the impacts to the Please.
revise the plans to minimize the Impacts
The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because Please
revise the plaits and provide cak:utations.ta show that diffuse flow will be achieved through W entire buffer. If It is not possible to achleva diffuse
flow through the entire buffer then, ft maybe necessary to provide stormwater management practices that remove nutrientsbefore the stormwater .
can be dlsdharged through the buffer.
tiler '
?.. The application fee was InsudIclent because over 150 feet of stream and/or over 1 acre of wetland Impact Was requested. Please provide $ .
This additional fee must be received before your application can be reviewed:
Please complete Section(s) on the application.
Please provide a signed copy of the application. MA O? e
. wku4..rccn's 'ors 1wc,v? ?re?•
Please proyide copies of the appticatton, copies of the site plans and other supporting information.
1gation
y
----`ef compensatory!...--?_in %ation Is required for this project. Please provide a compensatory mitlgation plan. The plan must conform .
to the requirements in 15A NCAC 2H.0500 and must be appropriate to the type of impacts proposed
Please indicate which 404 Permit the USACE would use to authorize this project.
JC - AGLO/ t'wj A?p Ut?,,al- S i 6?p1& c?? tGPC'G. , is '?.C {?OrLS Cd+?C
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-ICS -?o ?,l o f as ? ? . A)
LUTHER E. SMITH & ASSOCIATES, P.A. 5006
N.C. Division of Water Quality 06/24/2003
application fee 200.00
C-clu.1tf-I
PAYMENT
Centura Checking 200.00
'=W
¦ Complete items 1, 2, and 3. Also complete
:item 4 if Restricted Delivery is desired.
t Print your name and address on the reverse
so that we can return the card to you.
¦*AAttach this card to the back of the mailpiece,
or on the front if space,permits.
Article Addressed to:
Roger & Patty Eckart
Post Office Box 145
Tremont City, OH 45372
DWQ# 03-0808 - Transylvania
Agent
kX?4d, 1??lbga7 Addressee
B. eceiv by Printed Name) C. Date of Delver)
?2 Ll //?i r7?s/3
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
.Certified Mail ? Express Mail
? Registered I-Ffetum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7002 2 410 0003 0275 1444
(Transfer from service labeq 1
PS Form 3811, August 2W t r{ r 1 r 1 r r r 11. 1 J?v6vjtiUFlkv1n Receipt 102595-02-M-154
UNITED STATES POSTAL SERVICE First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
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TROL PRACTICES GENERAL CONSTRUCTION AND EROSION GON
A A5 AR DE51 NA D TRQUT WATERS G TI IN - ESTAgL15HMENT oP COVER
I. LAND CLEARING
The followin re uirements shall be employed, in addition to standard 9 q re uirements, when land disturbing activities or erosion control structures occur coon shall have an Initial land clearin operations will be handled as logging
50' MIN. q ' in fift feet 50' of classified trout waters or any tributary to classified with y ~ ) rot ve etation shall be All areas disturbed dur(ng constru 9 f ad ver established within 15 working days or o erations in those areas prcposed or ro
G"MIN. s sNOULDER s MINIMUM trout waters. Additionally, an undisturbed buffer of natu g acceptable co letion p whichever is less, of the comp construction. Suitable timber is harvested and understory 60 calendar days, dons.
Intained a distance of twenty-five feet (25') in width from the edge of the rar or final rading opera ve etation is cleared by hand and burned. Initial clearing of tempo y 9 g
"I, r ~ .I;II ~-i~. SLOPE ank. Disturbance within the buffer area requires a permit from DENER. ~`~-s"•r~-.I~tE?I~+~ ° Foor stream b EXISTING does not extend within a 25 foot buffer along perennial
PROFILE GROUm Pi e outlet structures shall be extended to o length equal to 1.5 times e 1. p Cover shalli may include: streams.
I ten h for the size ipe, and shall hove a double silt fence installed not ENKA MAT (T~'PE 7010) nOrma gt p
oR duTE MAr ovER SEED more than three feet (3') from the edge of the apron. ar MutcH (NOTE I) MULCH: shall be round tree bark or chopped tree Erosion control measures shall be in place prior to logging WOODS 9 hree 3 read at a de th of not less than t O o erations.
DRIISHED 5TONE PAD (RAILROAD BALLAST) STAKED NriON NETTING (NOTE 2) Pi e inlet structures shall include an area of rip-rap ditch not less t an trimmings sp p d to insure p inches. Ground surface shall be slightly smoothe
'MIN. p in width extending upslope from _.__~o NorES~ twelve feet (12') in length and three feet (3 ) ositive drainage.
. I ~ ~ 1. USE WHEN ROAD QRAOE IS 5q TO 8% 2. USE WHEN ROAD CRADE IS 87. i0 12X i e. Additional) a minimum of two (2) temporary sediment pits Shall e GONSTWKTION 1 I • ~ p GRADING ~ 2. LAND . I~
ENTRANCE ; Crl=' ~'~"hI , •r' ~~r 3. ALL DITCH AREAS TO BE SEEDED, FERTILINEQTALL the p p y rCEd silt fence, Extending One f00t ~ ~ d ,i'•. r AND MULCHED AS PER SPECIFICATIONS, S ~ ' ~ 'I ` AT PROTECTION AS INDICATED ABOVE IYIStaIEd In the ditch lint and a rEln 0 ~~..I ''~r M ~?rIpORARY SEEDING: ect stream p-+
IN ExcESS a 127 SHALL nd each side of the ditch, shall be installed at the beginning of the rip-rap ) 4, ALL DITCH AREAS bey0 BE TREATED IMTH RIP-RAP. (SEE DETAIL) leted so as to rovide a surface prior to Initiating grading, measures to pro r ~ ~ Grading shall be comp p ^ e ui ment to all areas to channels or stee slo e and drainage ways are installed. ~ ~ ~
PLAN PROVIDE APPROPRI Are iRAN51TI0N ditch Section. suitable for the access of seeding q p p p nstruction of N °0 A ro riate ermits are in place prior to the co ~ ~ I III
BETWEEN 5TAE~LIZED DON5TWX.TION A double silt fence shall be used where required when disturbance exten s ENTRANCE AND PUBLIC ROAD, 3. be seeded. pp p p r i n control devices are ~ w stream crossings and appropriate a os o a m m ® iu
TA~BILIZ~TIDN flit feet 50' of the stream. RO,A~ 171TGH 5 within less than y of two (2) tons Ifed. Immediate) followin initial clearing, heavy ~ ~ ~ A m shall be uniform) applied at the rate insta y 9 road (C~ Lie y
ION ENTR~NG~ NOT TO SCALE CONSTRUCT radin will roceed as required to excavate proposed ~ w v ~ ~ I er acre (g01bs/IOOOsf). 9 9 p I I/2:1 based on
Narroxra.E 4. All ex osed rock used in creek crossings, in-stream stone filters, or any P nlcture extendin to a point below the mean water elevation for the stream st 9 p ds. Gut slo es enerall are graded to U ~ ~ x N be p 9 y
shall be smooth river nobble or gravel native to the area. No crushed or II be a Ifed at a rate of 800 soil and rock conditions. Fill slopes are graded and ~ U ~ w Fertilizer, grade 10-10-I0, sha pp ~
I -Use MSNA size No, 2 basin. All sediment sholl be pre- 1 ones :e arm drain, uarried stone fill within the stream channel shall be left expose . . St vented Irom enlertn an st q coin acted in lifts appropriate to the soil material and ~ a ~ 201 bsIIOOOsf). p Ibs per acre at a maximum of I I/2:1 in critical areas. Maximum ~ w dressed w
(2-1 /2" to t') or AASHTO designo- ditch, or wotercourse through use of lion M43, size No. 2 (2 1/2" to 1-I 2'). Use crushed stone. Bond bogs, grovel, boards or other i t the - ri ical areas is 2:1.
/ All i es laced in the stream shall be hurried a minimum of 4 to 6 2. Length - As effective, but not less apPntenoncethodhe entrance shall be 5. p p p thon 50 feet. 6. Ma and fertilizer shall be lightly incorporated n o slope in non c t Lime he soil rior to seedm U
in a aanditlan which will below the existing stream bed. Stone and/or gravel matching the s ream 3. Thickness -Not less than eight (8) mointained prevent tracking or flowing of sediment character shall be placed in the bottom of the pipe to a level equal to e Inches. surface oft p 9 Excess soil or rock materials are distributed in areas ~ rn
4. Width -Not less than full width of onto Dublic nghts-ol-way. This may Intl of In Tess or egress. require periodic top dressing with n elevation of the existing StrEam ChannEl, oil po 9 additional stone os conditions demo d acre. ruction to reduce sle es, or utilized A II in shall be with annual rye at a rate of 1201bs/ adjacent to const p Seed g in a siurr with wood I ewhere on the ro'ect site.
5. Washing -When necessary wheels shall be cleaned to remove sediment and repair and/or cleanoul of any ded seed shall be mixed y e s p J ,r+ If hydrosee ,
nto ublic right- measures aced to lraD sediment. all All di turbed areas within fifteen feet (15') of a stream shall be stabilized prior to entrance o D 6, S of-way. When washing Is required, It sediment spilled, dropped, washed or ilized tracked onto public rights-ol-way an a roved natural COVET material within five (51 days of the completion mulch at the rate of 5001bs/acre. fiber TABILIZATION
shall be done on on area slob Wlttl pp with crushed stone which drains Into must be removed Imnedlalely. 3. ROADS ~ I
an approved sediment trap or sediment of work in the affected area. eeded areas shall be maintained by spot overseeding as ~ ~ ~ S rm cover. Protect all seeded Road beds are stabilized with crushed stone as quickly after ~ z ~
Ins ection and maintenance of structures shall occur twice weekly and 7. p re uired to provide for a unifo q has been brou ht to final rade as weather permits. z ~ N ~~il s from traffic. the road g 9 area
immediately following any rainfall event. Gut and fill slopes are stabilized in an ongoing manner as ~
raw mulch at the i n in a iven area is complete. Stabilization may W a ~ z Seeded area shall be mulched with clean st construct o g
I hin with tree rindin s as the A ; ~ I cre. include seeding or mu c g g 9 d. ~ rate of 3000 Ibs/a ~ 5
specific conditions require. a ,i N
POST (MA%. 1D' APART) PERMANENT SEEDING: ~ as ~ F v ~I Went seedin shall be smoothed 4. DUST CONTROL ~
Areas to receive perma g ~ x
51LT FENCE RCPER 10 DETAIL re uired to rovide a clean uniform surface, lightly q p burin erlods of extreme dryness, dust is contrclled by scarified, 9 p fired t maintain the o timum a
25' MIN. TO ACTIVE WATERCWRSE REFER TO SILT iENCE DETAIL water applications at rates requ o p
4' MIN. uniform) a lied at a rate of one (U ton per compaction characteristics of the soil. Lime shall be y pp stin .
SILT DITCH, 18"x12" APPRO%" CLEAN OUT AS REQUIRED IN SFEC'S. cre 451b5/IOOOsf) or as recommended by soil to g a ( ION CONTROL PRACTICES EMPLOYED
- DITCH ROW 3' MAX ' b.. MIN. _ 5.6ENERAI. EROS
- - 0~ 2~ MIN RO0.D GRADE O~TCd rade IO-10-10 shall be applied at a rate of l00 Fertilize, g i o erations The followin are eneral erosion control mechanisms employed Q
' ~ 6" MIN. FL,~ pW _ I ~ , ~ Ibs/acre immediately prior to seed ng p g g f throughout the construction process. Z
I l:':% - PIPE ~ (Iblbs/IOOOs ) a. Silt Fences are constructed along the base of fill ~
12" MIN. ~ ' i 6'W X 4'D % 10'L t re dama e to stee draina e ways, streams, ~ nd fertilizer shall be incorporated into the op slopes whe g p 9 ~ Lime a
CLEAN WHEN I/2 fILLEO FLTER FABRIC FILL WNEN DITCH IS STABIUZED or ad'acent properties may occur. Additionally, Q surface of the entire area. ~ ( inlets until final ~ U
SECTION fences are erected around p pe
NOTE: - YATHNE30 FEET OF ACTIYESW TERCOUR$E.IS itable to the terrain at ad acent rades are established. ~ _ Seed shall be applied in a manner su ~ g ~ ~
e of 120 Ibs/acre of KY31 Fescue and 15 Ibs/acre of ~ the rat mixtures shall I~•Iclude ~^;ood fiber ~~~c>d•~rnl,t Sasi~s or .Sediment Traps care constructed in
T 5171 MENT P I T CRY P I P~ I NL~ T~MPOR German Millet. Hydroseed ntration or ad'acent to of hi h water conce ~ Z ulch at the rate of 500 Ibs/acre. areas g J m
'M/ RR E 51 T FENG~ STREAM PROTECTION) NOT TO yDMt O~Yw' stream crossings to protect streams from silta ion.
NrX TO SCALE II be clean wheat straw mulch applied at the rate of Mulch sha bed
c. Tem orar Diversions are employed along the road 40001bs/acre. p y until
during construction and on fill slope areas
shall be rotected from traffic. Spot shaping of slopes is complete. Additionally, All seeded areas P of
WOODEN P05T5 AT 4' O.G. MAX. METAL P05T5 A7 10' D.G. MAX. ULTRAVIOLET RE515TANT (BLACK) MIRIFI FABRIC OR it d shall occur until a uniform stand tem ovary diversion swales are used near stream seeding as requ e p sediment basins ~BRlcoa een established. crossings to direct surface water to
EOUIVALENT, SECURED TO WIRE WMETAI-CLIPS OR WIRE I~ GNASE, bXb (MAX. OPENING) HEEDED WIRE AT 12" O.G. ~ WIRE rass has b 9 or for lateral dispersion of water onto protected
HOOKED ON70 PRE-FORt'£D CHANNELS ON METAL P05T5. i slopes.
~ I ULTRAVIOLET RE515TANT IBLAGK) MIRIFI FABRIC OR I EQUIVALENT, SECURED TO WIRE VVi"iETAI CLIPS OR WRE / g
AT IZ' OL. MAX. SEDIMENT STORAGE LEVEL. REMOVE 5EDIMENT WHEN I 9 THIS LEVEL 15 READIED OR A5 DIRECTED. SEDIMENT WHEN PPLIGATIONS the followin soil amendment d. RI -Ra or Paved Road Ditches are established in FOR SINGLE SEEDING A 9 p p O
MAX. SEDIt~EIJ15TORAGE LEVEL. REMOVE 5EDIMENT WEN TENS LEVEL 15 RLADHED OR A5 DIRECTED. / ~ 511EET DRAINAbE (ONLY) stee road slope areas to control run-off at the time rates shall apply. P of road stabllizations and/or paving.
~ SHEET t7RAINAGE (OI$Y) EXLAVATE 4" X b' TRENCH UPSLOPE FROM 51LT 151LT FENLE.
bXA~B~OVEIpITRGN RASS SHOULDER 70 60 STONE RIP RAP I g CARRY APPROx. Is' OP PABRIG IN70 TRENCH, COVER Wi501L 40~ N W FINES (QUARRY RUN) EXGAVAIE 4 X b TRENCH UPSLOPE FROM 51L7 FENCE !TAMP EsAGKFILL, ~"-~`Y"°'L Lime -two and one half (2 I/2) tons per acre e. Pi e Outlet Stabilization structures are established looosf). p
I8 CARRY APPROX. 12" OF FABRIC INTO TRENCH, COMER HU501L / TAMP BADKFILL. CARRY FABRIC MIN. H' BELOW EXI5TItJG GRADE. v~ (1151bs/ on i es in areas as required to reduce scouring and pp o
I/2 d min. - CARRY WIRE APD FABRIC MIN. B" BELOW EXISTING bRADE. 8' NATURPd- GRADE FILTER FABRIC ' r -one half (I/2) ton er acre (231bs/IOODsf). disperse concentrated storm flow. Fertilize p
MAX i RIP-RAF DITCH DIMENSIONS In. 8 NATURAL GRADE MAx d _ 3 TYPE b(ft.) d(ftJ I l) l B'
I, 2' 1,3' 2" i / / 5155~FENGFS 5Hp1LD NOT BE u5ED IN AREA5 OF GONGENIRATED 2"- 3/4' WASHE q 2 ~5 ~
STONE NOTE: / FLOW (GREEKS DITGH.INES, SWPLBS, ETC.) b 51L7 FENCES SHOJLD NOT BE VSED IN AREAS OF DONCENiRAfED FLOW (GREEKS. DITCFIIFlES, SWALES, ETW
T2" DIA. - 18" DIA. PIPES (62'0")
21" DIA. - 36' DIA, PIPES (B=3'-0") 17ET I 51 LT PANG j"'~ EROSION CONTROL MAINTENANCE
PENG~ fl~T,~iL NI^ORGEfl 51 LT R~ NOT TO ~ CONSTRUCTION SCHEDULE
- ITCH nET,~IL RIP R! ,P ~ NDT TO xALE NOT TO xALE All erosion control devices will be checked for stability Q
nstruction. I' followin is the t ical rocedure for road co and ro er o eration immediately following each rainfall ~ The g yp p P P p
but in no case less than week) . Required cleanout or ~ ~ y
I. Fla in initial clearing limits. re airs will be made immediately to maintain all devises O Z 99 9 p ~
in good working order. ~
2. Installation of required protective devices for U
imentation control as required. 2. Sediment basins or traps will be cleaned out when the sed vel of sediment reaches a oint no less than 2 feet Q
le p Z I arin rou h radin and grubbing of site including from the to of the riser or gravel filter. Gravel will Q
3. G e g, g g 9 p allation of culverts with temporary protection be cleaned or re laced to insure proper drainage of the ~ inst leanin p
A"-12" CLA55 as re uired. Grading operations includes ongoing c 9 basin or trap. q control devices.
I RIPflrAP i I/2' DEEP and maintenance of sediment ~
CMP 'll e removed from behind sediment fences when Z 3. Sediment wi b Q
FILTER 4t4, - FABRIC 4. Finished radin immediately follows rough grading. the accumulation exceeds 6 inches at the fence. Fences ~ 9 9 s-
I ~ ~ 4w ~ ~aueD _ ~~y ~ 3~ i"-'i 4t " will be repaired as required to maintain a barrier.
= F-711-~ r~ ~ ;.r~'~ artw riox' ~ x. _ I 5. Road bed areas are stabilized with gravel. 4. All seeded areas will be fertilized, reseeded as required,
I I ~ 6. Slo e areas are stabilized with vegetation or mulch as or mulched as rovided in the vegetative plan until a
9/4" GLEAN STONE b' DEPTH rws P p re uired. vi orous, dense vegetative cover has been established. , q 9 iU m 0
rxrta rarwc n i osed ~ ; J ~ ~
4'x4'%A' SEDIMENT PIT SECTION CLEAN WHEN t/2 FILLED 7. All erosion control measures will be inspected weekly a d 5, Materials removed from sediment devices shall be d sp a ~ p
SECTION FILL WHEN DI1CN IS STABILIZED CULVERT ND. D LA GRAVEL PIT ~ I. 3 12 3~' in rainfall. Gleanout of structures roved areas and stabilized with vegetation. ~ ~ z o m immediately follow g of in app 4 2 0 0
v~, I ys b 18" 5' and re airs will be made immediately. ~ Z ~ ~ p a ; u~ cv
CLASS TRIP/RAP ' ~ 12" nt cover m ~ z ~ N 0 8. Followin stabilization of the site with germane 0 E 0 0 ~ r
_ 8 12„ 4' I I 9 ~ d and the disturbed areas r r measures are remo?e N r Z 0 0 tempo a y N ~ 0
,1 ~ i ~ C/L UTCH FLOW LA.I stabilized with vegetation or mulch. , ~ ~ ~ ~ ~ to a 1~ o W II.J IlJ
- r l 11/T x D ~ 5D D ~ Q ~ 0 a ~ ~
- . ~ - . - .
I~-=?' i SHEET
Mar INA.
~w.. uwm4 xo~ PLAN L-LA~
EfR-2-
PLAN TEMPORARY SEDIMENT PIT
TMpIG,4L PIPE OUTLET OF 2
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,
P N,~ >'itr' /
i I/2" I-2 ASPHALT 0 : ~ 1`~ -
AREAS EXCEEDING 15~ GRADE HT OF WAY c' a . 100' RIG UI"IMA~Y ~R0510N =:ui :U -
45' RIGHT OF YVAY ' TONE CJ Q" 6, 70 5 HOULDER r'e5 ~ W =
6' 5 Acres Disturbed Ac , ti
ei9°t ~ I6' STONE 6 2 SHOULDI ° de''a 6 5HOULDER ~ I SHOULDER 3 3t tea. ~ Len th of Drive 3100 Feet ~ ; L ,'i
T I I/2 SHOULDER I I/2 4 r- Area of Roadbed 1.14 Acres ~
revard 64 I EXISTING I r- <To 9 0 3 I GRADE 6" ASG STONE BASE
EXISTING I r a GRADE DI TGH es: Aef Ashe fine sand loam 25% to 4r~% Soil Typ
6" ABG STONE BASE I DITCH I r a Ghe Chester fine sandy loam 15 to 2 /o
x NT5
~HE'I'!'E FARM RD• d
NT5 L APRON GRAVE 9 L10 L 9 L10 ~ L
SILT a LEG'END
r° - j ~ Headers°nviUe > J~ ~ h _
FENCE q ~ ~ PE 1. I / l4 ~ ~ ! i PE 1 I, i ® -SED. PIT ff PIPE INLET
.'E ' -PIPE OUTLET APRON
~1 `1 ~~1 ( ~ i` ~ ~ _ -SI L.T FENCE xxxx
I ~ - XIST. GON70UR5 ,i Ii - E I -pROPUSED CONTOURS
~ l ' ~ f I i i ( I
~ ~ , og• ~ IP-RAP- I ' ROBERT RE 1, - 9g, -PROPOSED SPOT ELEVATION ' x Q
04 ~ .6 1 P6.480 . 382 z ANGE ~ " ~ - LIMIT OF D15TUI S 07
F ~1~ ~ .ITCH 1- . ~ , D Q-+ -pRAIN,A6E AREA ; ~p ~
Q~ / - YpE 1 TE T SI -CULVERT ~ ~ .III
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. T~ r d~ W rnrn® I III III a ~~oA T~ rn
6~' I ~5~~ ~ ~ , - ~ _ ~ ' PROPERTY ARE ~ H ro w ~ \ ~ NOTE: ALL WATER GOUR5E5 ON ~
o ~ _ o - - / FE ~ ; _ _ 0 45 0 E ATER.,. 5EE TRIBUTARIES TU TROUT W W
MAP ~ ' , PROJECT ~ ~ , Ro 6 ~ - CONDITION NOTES SHEET ER-2 (,1 ~ ~ x SPECIAL a m ~
2. 3 A, / $5. / ~ ~ t { ~ f ~G ~ ~ ~ ~ o ~ Ul U a I
L ! N 1 1~ o I DRY STACK BOUT-DER HEADWALL U~ w I
~I~ 3 E P LINE TABL ~ ~ , i i a i Q ~ - ULDER TO BE 2 . , AVER.A6E: BO ~ w II I ~ ~ ROAD SH. TIMES PIPE VOLUME.
LINE LENGTH BEARING ~ ~ f i ~ L IL _ ~Q , ~ ~ ~ .I
Li 78.41 N65'50 35 E ~ ~ ; ~ ~ ~ „ i ~ ' ~ BOUL y L2 30.41 N21 37 00 W ~ ~ , , R ~ ~ ~ ~ III BOUL ~ ~ , I
'08'50"E ~ L3 45.37 N68 ~ ~ `ti ~ ~ ~ ~1 ~ v,~ ~ ~ ADW F, ~ - 3 A I ~ ~ , ; ~ ~ -PLACE SMOOTH ROCK IN III AbW L ~ II
HE L4 82.97 S84'13'32"E / .34 AC. ~ ~ - HE . , ~ S _ , ~ r ~ MINIMIJN FALL ,:I, ~ _ PIPE W/ ~ , I -
L5 64.21 N89'22'22"E ~ ~ s s ~ 1 ~ ~ ~ PIPE 41.38 N78'01 36 E " 9 2 0 ~ f"ILTER _
L6 A / - i yi L7 36.85 N64'38'59"E ~ ~ (kV ~ - - ~ ~ ' ' ~ FABRIC - ~ I `fit ~ , ~ ~ ~ + v ~ `~i f ~ -
INLE INFO~C 28 E ~ _ _ „ ~ I RE Lg 49.84 N62 20 ~ NFO~C ~ ~ i , i ~ ~ FALLS- ~ ~ ~ w II ~I J' ~ , , TO FORK z ~ rn ~ ~ ~ 5TAGK ROCK
N6 ~ ' 9'26'51' E l9 29.23 _ ~ ~ ~ P. - ~ ~ . ~ . BLE . ~ ~ DOU ~ IN. 12 WASHED THAN 8" ~ ~ ,III ~ ~ 0 ~ ~ M - DROP NOT GREATER ~ . E SILT ~IJBL ti
L10 43.85 N86 52 57 E ~ E _ i.-- ' A9 Q% I i I I ~ 1'15' 48"E / '15 ~ L11 37.53 S7 / 8 - C ~ ~ ~ 3/4 STONE C - , 1, ~ z ~ ~
6 ~ ~ I FEN E L12 41.29 558'22'21"E ~ / V ~g'16 i ~ ~ ~ ~ ~ 0 E'ENCE~ ti - ~ ~ W a ~ . F~ J? ~ ~ FILTER ~
U3 52.88 550'38'00°E ~ a ~ ~ ~ 9 / , ~ , . ~ 1 ~ ~ ~ , , o = FABRIC A v ~ I~ ,s
15~ , tj6a 2 'i' O ~ ' ~ , ' ~ - ~ AN STONE a ~ II _ ; W ~3i4 C, Q,~ b ' _ r H ~ ~ ~ I _ ~I--111-~1~1 6 DEPT ~ v IIII
, PE 4- ~ PI _ _ _ -.III ro ~ ~ c ,II _ ~
UTL ' _ EO PIP f Q TAI = ~ ~ _ 4,43 AC. 3 ~ , OMPAC TED III _I MIN. 12 G ' I _ ~ c
F CED , , . , , i REIN . TYP - - ~ 4 STONE ~ -III -_I ~ - - 3/ II
SILT ~ s RING ~ ~ ~ \ z ~ I / ~`~'cP 1 ~ ~ ~~~-?_725 ' ~ 2X WIDTH - - -I 11-1 I I==1 I I-- ~ III _ ~ ~ of BAs
A~ 5 ~ ~ ~ i' MIT F PI ?~i SOREST ~ i ~ ~ ~ , ~ , ~ ~ . o BOULDERS
FENC ~ ~ o ~ o m , ~ ' ' . 'I ~ ~ ~ ~ U PA ~ , o .
P.~. 5 5L. Q ~ ~ ~ DIS , _ , / ~ t p 1 ! t ~ Q p ~ Q A
P.E. 7 SL. 554 _ , ILT _ _ - , ~ 1, ~ ~,6 n; 0 _ Q
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REIN ~ ; ~ . , ~ MARTIN BARILA
. 2 RCED _ - _ A I . r I , ~ t 4 _ R Q ~ ~ ~ ° ° .B. 430 PG. 450 G e _ `'o
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t ~ SPR AD ~ l IT _0F ~ j ~ ~ 1 - ~I~ U o NIA
I ; ; Y I I ; r' ~ 1 A ~ 9 ~ I ~ m ~ ~ ~ ~ l OWNER ~ ~ ~ m T - N ~ OGER & PATTY ECKAR r ~
r I J~ iii _ ~p ED ~ ~ ~ R~ ` ~ ~ i ~ ~ 1 1 I 0 R o _ NER 0 a o
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~ PLE- IL ~ ~ ~ i I l ~ i I
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f~, , , ~ ~ E 0 8 FOUR S>L~ASONS PIAZA
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LA * RE~IARKES ~ ~ ~ - ..-.~..r i ri nDr TYPE ~I7F ~ i i ~ ~ ~l i ! ~ . ~ ? ~ _ noi+v?an NC 28712
PIPE LtNGIri -)wr- ~ s
18" N A 5.0% CMP 1 1 80 A - - 1._- _ .m 4 N rl >'i O
2 50 20.0% CMP 2 J. •~.L.w;. slow 0 50 100 200 400 ,
3 I 27.31' ~rr...~ 30' 15.0% CMP 12 30 NA ( (i SCALE: 1" = 100'
8.0% CMP 24 I I 4 30' MP 48" NA 6.7~ C
60 5 CMP 18" 5 6 30 2.0~ OF" 2
A CMP 4 q 51"T 7 30 15.0 12 N, 7) o ADE PO~J~F~ G 8 40 15.0% CMP 12" 4
GASG
9 40' 20.0% CMP 12
PIPE OUTLET DETAIL SHEET ER-2 FOR APRON DESIGN