20011542 Ver 1_COMPLETE FILE_20011019

F`A
Q R Michael F. Easley
?O? PG Governor
co r William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
p 'C Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
November 26, 2001
DWQ# 01-1542
Buncombe County
Robin Orr
121 Hominy Baptist Church Drive
Candler, NC, 28715
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Ms. Orr:
You have our approval, in accordance with the attached conditions, to place fill in 146 linear feet of streams in order to construct
road crossings associated with the proposed Big Cove Subdivision in Buncombe County, as described in your application received by the
Division of Water Quality on October 19, 2001. After reviewing your application, we have determined that this fill is covered by General
Water Quality Certification Number 3289, which can be downloaded from our web site at http:Hh2o.enr.state.nc.us . 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. You should send an application to the Division of Land Resources for their
review of your project under dam safety rules as well as erosion and sediment control. Also this approval will expire when the
accompanying 404 permit expires unless othentAse 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
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must fodlotii the conditions listed in the attached certification as well as the additional conditions
listed below:
1. Deed notifications or similar rchanisms 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
http://h2o.enr.state.nc.us/ncwetlands ;
2. The Division of Land Resources' Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) must be adhered to throughout
the life of this project.
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 1508 of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 Max Haner in our Asheville Regional Office at 828-251-6208 or Cyndi Karoly in Raleigh at 919-733-9721.
Qlklo
ry J. Thorpe, Ph. .,
Attachment
cc: Corps of Engineers Ashevifle Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
Sean Gleason, 38 Garfield Street, Suite C, Asheville, NC, 28803
011542
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Ralv_Op. NC 27699-1650 (Mailing Address)
2321 Crabtree Blvo Raleigh, fir' 27604-2250 (Location)
MEMORANDUM
TO: John Dorney Regional Contact: Max Haner
Non-Discharge Branch WO Supervisor: Earnest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Bie Cove Estates c% Robin Orr
Project Number 01 1542
Recvd From APP
Received Date 10/19/01 Recvd By Region
Project Type residential
County Buncombe
County2
Region Asheville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
14 Stream O Y -@)N F- 6-76-4 r C r- 40,302. r- 146.00 ?- ?-
Y _0N
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: QQ Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 35 33 34 Longitude (ddmmss) 82 44 43
Comments:
The project imposes to install 5 stream crossings to provide access to some 83 acres for residential
development. Total culvert to be installed is 146 feet. Given the existing terrain, redesigiLg of this
eject to minimize the number of crossings not reasonable. Recommend that the the request be
approved and a wq 401 certification be issued-
cc: Regional Office
Central Office Page Number 1
LandDesign.
October 12, 2001
?JT\
Mr. John Dorney
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Big Cove Estates
LDI No. 6001025
Dear Mr. Dorney,
f3 1154
Please find enclosed seven applications, the associated drawings and a $200.00 permit fee as
required in section 401 certification for the proposed culverts on the above referenced project.
If you should need any additional information during your review, do not hesitate to call me.
Sincerely,
,"Z
Sean Gleason
Land Design, Inc.
{1f;nrlirld.?'rrr'rl
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I?i? ,_=b,sSr.rllV
Charlotte, NC
PAYMENT HighPoint. nt. VA
High P NC
RECEIVED South ern, Pines, NC
Franklin, TN
Asheville, NC
Tampa, Fl,
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Landscape Architecture
Land Planning
Urban Design
Civil @ngineering
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
Check all of the approval(s) requested for this project:
[ X ] Section 404 Permit
NA Section 10 Permit
[ X ] 401 Water Quality Certification
NA Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: [NA]
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII-Mitigation), check here: [NA]
II. Applicant Information
1. Owner/Applicant Information
Name: ROBIN ORR
Mailing Address: 121 HOMINY BAPITSIT CHURCH DRIVE
CANDLER, NORTH CAROLINA 28715
Telephone Number: 828.321.8040 Fax Number: 828.665.2004
E-mail Address:
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:
r?
Page 3 of 12
T
?FD
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: BIG COVE SUBDIVISION
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 8688-03-42-8287 and 8688-04-62-2099
4. Location
County: BUNCOMBE Nearest Town: CANDLER
Subdivision name (include phase/lot number): BIG COVE ESTATES
Directions to site (include road numbers, landmarks, etc.): Exit 37 on I-40, take 19-23
E. 1.0 mile, turn left on Luther Road, Proceed 0.6 miles, turn left on Big
Cove Road. Proceed 0.7 miles to site entrance on left.
5. Site coordinates, if available (UTM or Lat/Long):
(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:
VACANT CAMPGROUND
7. Property size (acres): 83.117
8. Nearest body of water (stream/river/sound/ocean/lake): WEBB BRANCH
9. River Basin: FRENCH BROAD RIVER
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/neaps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: INSERT CULVERTS TO GAIN
ACCESS TO SUBDIVISION LOTS.
11. List the type of equipment to be used to construct the project: BACK HOE, DOZER
DUMP TRUCK, COMPACTION
12. Describe the land use in the vicinity of this project: RESIDENTIAL,
AGRICULTURE, WOOD LANDS
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: THERE ARE NO ADDITIONAL PERMIT REQUESTS
ANTICIPATED.
VI. Proposed Impacts to Waters of the United States/Waters of the State
VII.
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

?•?• ???•. 111.Ya.,, -t,a-L«ly a„u ,ucuuiy tc111purary impacts. impacts inciuae, 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.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
Stream Impacts, includin all intermittent and erennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leases eci
CULVERT #1 STEAM 30, UN-NAMED TRIB. TO 4?

CROSSING
WEBB BRANCH PERENNIAL
CULVERT#2 STEAM 209 UN-NAMED TRIB. TO 49

CROSSING
WEBB BRANCH PERENNIAL
CULVERT #3 STEAM 309 UN-NAMED TRIB. TO 49

CROSSING
WEBB BRANCH PERENNIAL
CULVERT #4 STREAM ,
30 UN-NAMED TRIB. TO 2'

CROSSING
WEBB BRANCH PERENNIAL
CULVERT #5 STREAM 369 UN-NAMED TRIB. TO 49

CROSSING
WEBB BRANCH PERENNIAL

__ " ....F • -Ful-'y auu ,uC,R,ly icu,purary impacts. impacts mctuoe, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone coni,
www.mapauest corn, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 146 LF
Page 6 of 12
IIL
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name Waterbody
(if applicable) Type of Waterbody
(lake, pandestuary, sound,
bay, ocean, etc. .

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VIII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
THE ENTIRE SITE WAS AN ACTIVE CAMPGROUND. VISITORS WALKED.
HORSE-RIDING, RODE ATV's, ETC. ETC. ALONG AND IN THE ENTIRE LENGTH
OF STREAM THAT PASSES THRU THE SUBJECT PROPERTY. THE PROPOSED
DEVELOPMENT CURRENTLY INDICATES: 5 STEAM CROSSINGS ASSUMING
MAXIMUM DENSITY. THIS MAY BE REDUCED DUE TO SEPTIC EVALUATION.
FOUR OF THE FIVE CROSSINGS ARE EXISTING WOOD FOOT AND ATV
BRIDGES THAT ARE SLOWING FAILING.
Page 7 of 12
IX. 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.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wm/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):
X. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? 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 ? 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 ?
XI. 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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No [ X ] If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XII. 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.
THE TOTAL SITE AREA IS 83.117 ACRES AND THE PROPOSED
CONSTRUCTION WILL DISTURB 7.83 ACRES. EXISTING BUILDINGS,
ROADS, AND OTHER EXISTING IMPERVIOUS AREAS WILL BE
REPLACED WITH EQUIVALENT AMMOUNTS AS SHOWN IN THE
PROPOSED DRAWINGS. EXACT LOT COUNT WILL NOT BE KNOWN
UNTIL SEPTIC EVALUATIONS ARE COMPLETED.
XIII. 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 SEPTIC IN ACCORDANCE WITH NCDENR AND
BUNCOMBE COUNTY HEALTH DEPARTMENT STANDARDS.
XIV. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No [XI
Is this an after-the-fact permit application?
Yes ? No [ X J
Page 10 of 12
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with= Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's 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
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page l l of 12
Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: *[phone]
Cumberland New Hanover Scotland
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of.Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
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DEVELOPMENT DATA Au PROPOS® RAOas To BE PL6l1C. ~
2 SEWAGE D~POSAI WLL SE BY I~DIVDUAL SEPTIC TANKS PER OWNER/DEVEi.OPER: ROBN ORR ~ m
BUNCOMBE C0.1fAI.TH ~T. 5TANDARDS tt1 HOMMWY BAPTIST CHURCH DR. 3. WAT63 SUPPLY TO BE WDIVWAL WELLS CANDID, NC 287'15
4. ACCORDING TO FEMA COMIt'N~RY PANE. 113702K:0280G TH5 (828) 32f-8040 OFRCE
AREA LS NOT LOCATED N A FLOOD WIZARD AREA. (SZB> 665-2004 FAX
5. AS OF THE DATE OF THS RECORDI~ Tif LOTS REPRESWt® ON THE PLAT WIVE NOT BEEN t~tlP6C18D APP LAND PLAI+I+KR LAND DESIGN, IVC. OR ROVED BY Tif CNL ENGNEER: 38 GARHID STREET SINTE rn
BUNCOMBE COl~1TY HEALTH DEPARTA834T 11V11L BVSPEC1131 TH9lE ~ C 5
IS NO ASSURAN(>f THAT A BU1.D14ti PBR11/1' WILL BE fss<~. C ASFEVW:, NC 28803 ~ ONTACT: SEAN GL[ASON, LANDDESIGN, Y~C. 6. COMMON OP6d SPACE TO BE OWNBD AND MAMAt~ BY 281--1447 ~
THE DEVEI.OPBt OR H5 ASSIGNS.
7. FOR ROADWAY LAYOUT & CURVE Du1TA, SEE ~
SITS S2,S3 & S4 LAND SURVEYOR: Q'~, W'~, ASS z
& ASSOCIATES, NC z ROAD NAAE lB4GTH Z9 N. MARKET STREET
VWTAGE ROAD ASHEVW:, NC 28801 0 2,734 lF [phone] w
CORNERSTONE ORIYE 180 LF
\ MORAVW) DRIVE 118 LF ~ z - ~
TOTAL LF M>NlC s1xEETS 3,o6z LF S TE INFORMATION ~
P. B. 76 PG. 152. W
PIN NUMBER: 8688-04-54-8423 ~ . D» NIIMiB9t: D81881 PG 716 m
ODUNTY: COIXYfY z LOGITK]I~ UPPER HOhWY m
AREA: TOTAL 83.16 AC
P.B. 76 PG. 152. , DEV9.OP~23.4 AC b
NUMBF. R: 8688- 04- 54- 8423 DISTIlRB~ 7.83 AC c ~
~ • 1., PN NUMBC~: 8688-03-42-8287 ~ p 86864.83-2099 °
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I i I i I ' U ON~IER DEVELOPER ROBIN ORR z
. ~ I I I ~ i ' i ~ I I CONTA T: 121 HOMMINY BAPTIST CHURCH DR.
I ~ ~ i I i I I ~ I ~ CANDLER, NC 28715
i ~ I I I I ~ I r i ~ ~ i I ~ [phone] OFFICE z I I [phone] FAX o E~9.
_ _ 2490 - t--___--_.__ I . ~ _ _ _ . ~ - - - 2490 _ _ - _ CONTACT: SEAN GLEASON, LANDDESIGN, INC. U
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I COUNTY: BUNCOMBE COUNTY ' ,
I I i I i ~ ~ I I , I i i LOCATION. UPPER HOMINY
~ I . i I i ~ ~ ACRES: TOTAL= 83.117 AC I i DISTURBED= 7.83 ACRES
I I ~ I I i ~ I ~ PIN NUMBER: 8888-03-42-8287
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G:\6001025\DWG\600iO25-54.dwg Fri Oct 12 07:44:58 2001

DEVELOPMENT DATA
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EXISTING WELLS TO BE AB TO BE ABANDONED IN °~DE~~ Roes o~ ~ OOM'ACT. 121 NIOMA~WY BAPTIST Cf~,ItCIi OR
ACCORDANCE WITH THE RE fTH THE REQUIREMENTS OF THE NC CANDLER, N1c 287LS
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BEFORE YOU DIG 1 C. \ ' ~ , j ~ j l CALL 1-600-632-4949 _ c. \ ~ \ ~ '1 , ~ ' I ~ ~ ~
N.C. ONE-CALL CENTER LIMITS OF DISTURBANCE ~ \ I , ~ 1 I } I , 1 1 1 ' 1 ~ i I IT'S THE LAw 1 (BOTH SYMBOLS) I , , I ~ _ / ~ ~ ~ J / / ~ ~
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DEVELOPMENT D RIP RAP® PIPE OUTLET, 6/b1 1 , I l , ~ I j I I
04VN8tlDEVB.0P6I RONV ORR \ ~ ~ 1 I I I I ~ I I i I I `rv _ _ \ Its I ~ , ~ i i• ~
Q7NfACT. i71 HCWN~IY l~AP1lST Qua DR HORIZONTAL lNLE7 PROTECr70N, 5/Di i ''I i 'I i I I i ~ ~ I ~ , NC 7E~15 I' ~i 11 I I ! ' f ~ I CAROLER, I ~ l ~ a.. j ~ ~ ~ ~ I ~ ~w~. O C
~'j}I~ Q~}~ TEMP. CONSTRUCTION EN1R,3MCE, ~/Di I, I , ; ! f ! l , I I , w+o w nor arro~Mr a• w~ mwrwr a~• cry Z w ",C ~ i j / /J _ ~
~ 665'-7004 FAX ~ 1 I j~ i; 1 ~ ~ ~ i" ~ ~ ~
M R ~ I~ l i J~ i~ ~ I PROPOSED FLARED END SECT/ON NU 8E ® I i I CONTACT: SEAN QF1IS0N, LMODFS~l, IrC. ! I / / ~ ~ / f o ~ I ~ ~ / nor m xxt ~ ~ x 1 a ~
'1~ x'1447 ~ ! ; 1 I II i PROPOSED PIPE NUMBER j f ~ I ` 1 ~ ' ? ; ~ ~ ~ wwTH v~lEs
11 ~ f ! i 1 1 li ~r PROJECT ND. 1 i I 6001025
CM ENGt~ LARD DESIGN, IdG ~ ~ I i ' p~~~ ' I I f I PROPOSED CULVERT NUMBEi7 f~~.1.~3J I I I ~ ` SCALE: _ n ~
LAhD SUtVEYOR: QPNt, ~ ANDBIS ~ I ~ i 8 AS90QA'fE3, PLC. ~ ~ W i 1 f' I i ~ SNOULDE SEE ROAD PADFILES FGR FILL SLOPE 1 -50 ` ROAD ELEVATION 4:1 (TYP.) DaTE.
79 K MAWO:~ S1R~T PROPOSED FLARED END SECTION NUMBER ® W ' C7 FIFE INVERT a DESIGIJ ? ~ ~ 1 i OCTOE3ER 2001 SAND BAG SERLI oRAwT+ eY:
~ 78BOt RT } w ELEV TION O CHOICE ~ ' CULVE ~ 756- # I- ~ cn SPG
3' MIN. PIPE ENT. DEPRESSION (FT) Upper Lower (]N.) CHEGNEO BY:
SITE Ii~0RMATION CHECK DAM, 2/Di „ _ TEMPORARY 24' NDPE PIPE MAK CREEK BED FILE NAME:
rl a v~QTU~ f SAD ~n 05'i7 ~~,~Q fl 5 ft 3-5A Ex CREEK BED 6001025--S6-ERC
DE D NUMML DB 1BEI7 PG 7% vV m~ ~ SEE STOW DRAINAGE CALCS FOR SHEET No. 1 UVA YJ CULVERT LOCATION AND INMTS
SEDIMENT TRAP, 3/DI CULVERT#4 CMP 30 2571.5 2569.1 8.0 30GRAPHIC SCALE COSY BUNCOMM ~Y PLUNGE POOL, 7/01 yD p 25 Sp 100
LOCATIM UPPER HOMINY CULVERT#5 CMP 36 2598.0 2595.1 8.0 2-60 100 100
ACRES: TOTAL- 81W AC iiijm sTREM Q%K)SS 0 DETAIL S6
DL4TUtBEE>- 7M ACRES NOTE TUAKIRARY SEINAW BAS M TO E OONVKW TO
PEN NUMm- PERMANENT PLUNGE KOxS UPON XM STAMMIM ( IN FEET } 1688.0462-2099 SEE SI-E T DI FOR IVLAn GE POOL MTAL 1 inch = 50 !E. EET ) 50 M OF
Q4TS
G: \6001025\OWG\6001025-S6-ERC.dwg Thu Oct 11 18: ii; 18 2001

BUNCOMBE COUNTY ,
Cx)NSTRUCT~ ~ ~ ON 3EQUE NCI.
BACKFILL MIN. E" THICK m ~ } EROSION CONTROL NOTES -
~4, LAYER OF GRAVEL MAX. 1. INSTALL SITE CONSTRUCTION ENTRANCE. CONSTRUCTION ROUTES AND
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACGORDANCE WITH EQUIPMENT PARKING AREA WITH GRAVEL AND TEMPORARY VEGETATION.
1.4' I-111= ~ REQUIREMENTS OF THE BUNCOMBE COUNTY. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED 2, INSTALL SEDIMENT TRAPS, SEDIMENT FENCES, AND OUTLET N
= 1.5' MAX. -II-~= FILTER FABRIC P~ WITH FOR ALL WORK. PROTECTIONS, INSTALL ADDITIONAL TRAPS ANO BARRIERS AS NEEDED 2. INSTALL PRINCIPAL STORM DRAINAGE, CARRYING STORMWATER THROUGH rn ~
1I1=11 I-1I ~I I1=1I1=1 I I-III-111-11~-1 I I_ _ G roo• 1. - OBTAIN LAND DISTURBING PERMIT. THE SITE, INCLUDING INLET AND OUTLET PROTECTION, ~
.I 11=1 11=1 11=1 = ~ =1 11=1 11=1 i I-1~WI I I_~I 11=1 8" I 11=1 11=1 I i= ~I11-1I1=1I1=1I1====. =1~====_- J0 3. STABL[ZE BANKS AS EARLY AS POSSIBLE. INSTALL STORM DRAINS ~ t~^ 2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY BUNCOMBE COUNTY. DIVERSION DITCHES, INLET AND OUTLET PROTECTION.
. _ _ _ _ _ _ _ _TF I_I I ICI I I~I I I-111,_, I I III-111- Q _I I IJ ~ IT! I I-I ~ I_I ~ I_I ~ I_ __-IT_I=1 ~ I-. I I .I 11=1 I 11=1 11=1 18" MIN, 4. PERFORM LAND CLEARING AND FILLING AND GFtADING. CLEAR BORROW ~ e-°
_I I I_-1I1=1T_I-III-1I I-I I1=1I I I ICI I1=1I1=1I :III III-1I I~ _III _1~.~II~,,,II~;rTI_I „III,;,III,,,III,,,III;, v-TRENCH rll III-III= - AND DISPOSAL AREAS, o ~j 3. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF 5. APPLY TEMPORARY AND PERMANENT STABILIZATION: SEEDING, ~ o
I ~I ' BUNCOMBE COUNTY PLANNING DEPARTMENT. SODDING, MULCHING, RIP RAP, ON ALL DISTURBED AREAS. o in
. COMPACTED FILL -III--III- 6 6. CONSTRUCT BUILDINGS, STRUCTURES, UTILITIES AND PAVING. ~ >
4. - PROCEED WITH GRADING, CLEARING AND 7. STABILIZE ALL OPEN AREAS, TOPSOIL AND LANDSCAPE WITH TREES, g ~ GRUBBING, SHRUBS, SEEDING, ETC.
2"-3° COARSE AGGREGATE ~
EXTENSION OF FABRIC AND MAINTENANCE INSPECTIONS SHALL BE PERFORMED WEEKLY AND AFTER ~ 5. - SEED ANO MULCH DENUDED AREA WITHIN 30 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED RAINFALL. REPAIRS SHALL BE PERFORMED IMMEDIATELY. REFERENCE v
MAXIMUM SLOPE LENGTH AND WIRE INTO THG TRENCH SLOPE FOR WHICH SEDIMENT AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL SECTIONS 6.01 to
FENCE IS APPLICABLE RATES PER ACRE: - 6.02 FOR ADDITIONAL INFORMATION. 06 LIME 4,000 LBS
FILTER FABRIC 4" DIA. PINE, SLOPE SLOPE LENGTH (ft.) 2" DIA. OAK, OR FERTILIZER (10-10-10) 1,000 tBS ~
T= - 1,33 LB/LF STEEL GENERAL Nores: •-2% 100 = ~ I KY-31 FESCUE 10D LBS m STRAW MULCH 60-80 BALES STRUCTURE N0. Oo Vo ZONE LENGTH WIDTH APRON STONE
2 TO 5% 75 III=1 ~ = ~ I=__ - _ - - 1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE 5 To 10% 50 =III=1=111=-=-1= WIRE TRAFFIC WILL BF. ENTERING OR LEAVING A CONSTRUCTION SITE TO OR fH]CKNES CLASS
10 TO 20% 25 I=~ I I-III. „ I 11=1I =1I FROM A PUBLIC STREET. -*~20% 15 III==III=: - =III='I- 2. STONE TO BE 2 - 3 INCH WASHED STONE. FOR WINTER SEEDING ADD TO THE ABOVE: FES~1 16° 5.45 1 6' 6' s" [
III-III-~1=1 I I 1=111=T 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL o ~ ~ a RYE GRAIN 10 LBS FES~2 i6" 4.73 1 s' s' g° [ o 0
=III I~I-I - ~=1~1=11 PREVENT TRACKING OR FLOWING Of SEDIMENT ONTO PUBLIC STREETS III-1 I -III I ~ - ~ OR EXISTING PAVEMENT. THIS MA1' REWIRE PERIODIC TOP DRESSING CROWN VETCH 15 LBS-20 LBS - -
fI~IIII~~II WITH ADDITIONAL STONE AS CONDITIONS DEMAND ANO REPAIR AND/oR 4" CLEANOUT Of ANY MEASURES USED TO TRAP SEDIMENT. FE5~3 24" 6.17 2 12' T 12" l
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC SPECIFICATIONS FOR STREETS MUST BE REMOVED IMMEDIATELY. FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE, FES1!4 16" 5.86 1 s' s' g° I o z
SEDIMENT FENCE FABRIC 5. WHEN NECESSARY WHEELS MUST BI. CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET WHEN WASHING IS REQUIRED, SERICEA LESPEDEZA 40 LBS FES~S Ts" sso' 2 s' s' 12° I
PHYSICAL PROPERTY REOUIREMENTS GENERAL NOTES; IT SHALL BE DONE ON AN AREA $T"ABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. FES~J6 18" 4.31 1 6' 6' 9" I
1. DRAINAGE AREA SHALL BE LESS THAN 1/4 ACRE PER 100 FEET OF FENCE. s. FatEa FABRIC srlAU BE PLACED UNDER THE ENTRaNCE/EXIr aNo FILTERING EFFIC]ENCY 85% (MIN.) 2. DEPTH OF WATER BEHIND FENCE SHALL NOT EXCEED 1.5 FEET. sHAU BE MIRAFi 5oa DR EQUaL. IF HYDROSEEDING IS USED, WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT THE RATE OF 1,000 LBS PER ACRE, FES;y7 2a" 6.66 2 T2' T 1z" I
TENSILE S RENGTH AT STANDA D STRENG H- 3. FOR REINFORCEMENT OF FABRIC, USE 14 GAUGE MESH WITH 6" SPACING, 20% (MAX, ELONGATION 30 LB. LIN. INCH M[N.) 4. CONSTRUCT FENCE FROM A CONTINUOUS ROLL. JOINTS SHALL OVERLAP BY ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER FES;yB 16" 5,53 i s' s' 9° I IS ESTABLISHED OVER ALL DISTURBED AREAS.
EXTRA TRENGTH- 4' MINIMUM. FES~9 24" 6.57 2 12' 7' 12" I
50 LB. LIN.IN (MIN.) 5, IF WIRE MESH 1S USED, FENCE POST SPACING MAY BE 8' MAXIMUM, STABILIZED 6. 0 ~~I`1V ~ ~ ~wT~ D NOT ATTACH FABRIC TO EXISTING TREES. 4 6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
7. INSPECT f'ENCES WEEKLY AND AFTER RAINFALL EVENTS. REPAIRS SHALL BE N.T.S. SLURRY FLOW RATE 0.3 GAL/S0. FT/MIN (MIN, MADE IMMEDIATELY. D~ FES~1o 2a" s sfi 2 12' T 12" I 7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
8. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO ENSURE ADEQUATE STORAGE RIP-RAP APRON DIMENSIONS
VOLUMES. 8, - REQUEST FINAL APPROVAL BY BUNCOMBE COUNTY.
SALT FENCE
i
D1 N, T.S. 5 M, £ w 2 CD ~w N
~5 WASHED STONE CLASS I RIP RAP C7 Z WL~ W~ J W Z2 ~ Z['~ L~~ _y
1'THICK x 3' HIGH (MIN) n z _Q oW zz W3 Q3 PIPE INVERT a zo Q °'v PIPE w ~o Q~ Jo ~0 ¢w p z~ w Ino ~a ?o
z z J O J ~ J ELEVATION J Q o a w :z ~ Q u~ RUN W as ~v rY.. -W ~W caw cn a ocu Wv a>
1 / 1 1 / FROM TO FT "A" "C" "I" i Upper Lower "N" CHOICE I r
CLASS A OR 8 \ ACRES} CFS CFS) IN. I cfs FT 5
EROSION CONTROL STONE PIPE r P1 FES1 CMP 38 1.35 0.4 6.6 3.56 3.56 N/A 2498.30 2496.60 4,5 0.027 i 1.91 18 10.70 5.45 Y~
P 2 FES2 CMP 38 1.70 0.4 6.6 4.49 4.49 N/A 2490.70 2489.70 2.6 0.027 14.34 18 8.20 4.73 r
24" MAX. , FILTER FABRIC AT CENTER ~ / H P3 FES3 CMP 30 3.45 0.4 6.6 9.11 9.11 N/A 2514.00 2513.00 3.3 0.027 17.89 24 19.89 6.17 I
P4 FES4 CMP 26 2.28 0.4 6.6 6.02 6.02 N/A 2536.00 2535.00 3.8 0.027 14.91 18 9.92 5.86 I
SECTION A-A / P5 FESS CMP 36 1.53 0.4 6.6 4.04 4.04 N/A 2563.00 2560.50 6.9 0.027 1 1 4 9 18 t 3.33 G,60 •
/ ~ - I / ~ ~ L~ P6 FES6 CMP 54 1.93 0,4 6.6 5.10 5.10 N/A 2553.00 2552.00 1.9 0.027 16.07 18 6.88 4.31 -
~ ~ 1 o ll 1 . \ l~ P7 FES7 CMP 38 5.41 0.35 6.6 12.50 12.50 N/A 2595.00 2592.50 6.6 0.027 17.73 24 27.94 8.66
STONE CHECK DAM: SEDIMENT STORAGE AREA STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM CUTTING AROUND THE DNA. PER~~PECTIVE VIEW PS FESB CMP 38 1.73 0.4 6.6 4.57 4.57 N A 2606.00 2604.50 / 3.9 0.027 13.38 18 10.05 5.53
P9 FES9 CMP 30 4.47 0.4 6.6 11.80 1 1.80 N/A 2635.50 2634.50 3.3 0.027 19.72 24 19.89 6.57 a
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM: A P1 Q FES10 CMP 40 4.83 0.3 6.6 9.56 9,56 N/A 2648.50 2647.00 3.8 0.027 17.82 24 21.09 6.58 +
- ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT t.5' ;~5 WASHED STONE
EXCEED 2 ACRES, ~ MIN, CLASS I RIP RAP - KEEP THE MAXIMUM HEIGHT AT 2 FT AT THE CENTER OF THE DAM. sEaMENi STORAGE ZONE- P PIPE SCHEDULE
- KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN 2' FIN4SH GRADE STORM WATER STORAGE ZON 'ADE _ -
THE OUTER EDGES AT NATURAL GROUND ELEVATION. - KEEP THE S[DE SLOPES OF THE DAM AT 2;1 OR FLATTER. Sediment Total Denuded Volume Volume Basin 10 Year Spillwoy Water Free- Dimension
- ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE F!« ? Basin Area Area Req'd* Provided Depth Runoff Dimensions Depth Boord Top Bottom `
OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 3 1 _1.9 0.8 338 352 2.0 1.98 4x1.5' 0.3 1.2 24'x12' 16'x4'
_ 1.5' STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION PIPE 2 3.5 0.6 270 284 2.0 1.58 8'x1.5' 0.2 1.3 22'x11' 14'x3' 1
CAUSED BY CHECK DAMS. A 3 1.9 0.4 180 224 2.0 1.06 4'x1.5' 0.2 1,3 20'x10' 12'x2' ++++Illu,urrr~r
MAX. SEDIMENT DEPTH (CLEAN OUT POINT} * Basins to be emptied every 3 months and after every heavy rainfall event. o
SECTION SEDIMENT BASIN DIMENSIONS :°o .'•'FES :'~.r~''-,
CHECK DAMS TO BE PLAC®ON ALL DITgf~B CATER TWW 10% EV~i'Y SOFT g
GENERAL NOTES: SEAL
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO PROTECT EXISTING PIPE INVERTS THAT DRAIN 10 ACRES OR LESS. 1764 ~i ,
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS OTHERWISE NOTED. "s
CIHECK D/~i 2 PERMANENT ~'•FkctN~E?.'G4\.~ SEEDING TYP, LIMITS Of ,,~`rIN ~p+``~~
N.T.S. DISTURB. ~frrlrnlAil++T+~~
5 HOR~ONTAI. ~N.ET PRO 1~:CTION
NOT TU SCALE VI S PAVEMENT ~ VARIES U
ROCK CHEq( o Z
OAM SILT FENCE H
5 FT. PIPE OUTLET TO FLAT AREA PIPE OUTLET TO Z
a o
~+MI-N.~ NO WELL-DEFINED CHANNEL WELL-DEFINED CHANNEL I f A ° U CI,) J ~ FILL ` w
.I 1800 CU FT./ACRE 1.5 FT. CUT SLOPE 0] \
VOLUME OF BASIN 2 5 1~T. MAX. `1~-i f ~1 A A A A A C UNDISTURBED SLOPE ~ UNDISTURBED ~
t,l~~ A U z
.l(`.,;I- ~ ~ dD W = do+0.4x10 -t11-_y ~"r. DIA. ® ~ m
..Illy ~~I VIII. r 1•~)I ~ ~--1'11=1 ai ROCK FILTER ®S
FILTER FABRIC CLASS "B" J
RIP RAP
Plan CROSS SECTION SEE PIPE SCHEDULE RIP RAP LIMITS OF FOR LENGTH & SLOPE APRON
- Plan EMERGENCY BY-PASS PLAN OISNRB. q'_O^ 4'-O"
OVERFILL 6" 6" BELOtiV SETTLED La TOP OF DAM ;,c.
FOR SETTLEMENT SHOULDER SHOULDER
DESIGN SETTLED ` " ' ~ ° F G H H PLAN VIEW
TOP 21" MW. a - S g c a 000°0 o°o d ~ DITCH SHWLDER SHOULDER
°0000 0000 °I ~~I - - ' 2'-0" YARIES ~ ~ -
.,,ti _11 WEIR LENGTH _ / FILTER ' r=14` „ ,`I y~ BLANKET BLANKET D]A. t 12' ~if d
5 FT. - ~ I• PIATURAL `~y - 1~~}~ Section AA r~?' / ~ ~ „M r~ SI T FENCE ` ~ '
MAX. FILL - GROUND Section AA r ~r ~ TCE OF Fkl SLOPE
--~5' FLARED END EXTEND FILTER FABRIC _ GENERAL NOTES OR HEADWALL MIN. 0?IECN DAM EACH SIDE OF PIPE. p'-0' '~qoE, pIP 276 SLOPE
FILTER ~ 11 - 6° INTO BASIN BANK 1, L° IS THE LENCIH OF THE RIP RAP AFAOII. EXCAVATE INLET TO CLAIS 1 RIP RAP APRON Q'
FABRIC- 3 FT. 2:1 S[DE S. w AIWELLIMDEFINED CHANN STDNE DIAl1ElEN BUT NOT LE55 THAN i8" 18" INTERNE MIN EL EXTEND 111E APRpI UP ME CHANNEL BANKS TO MAX. SLOPE AN ELEVATION OF 6' ABOVE tHE MAxWUY TAILWATER DEPTH OR TO THE TOP ACCOMMODATE U1LET AND ~ SEE MART FOR DOA. ~ i ' 18" INTERMEDIATE RIP RAP . I, PIPE COYER. ~ i a
a THE BANK, wHICMEVER Is LESS. 6" GRAVEL ON FILTER 1:1 SIDE A FILLER BLANKET oR FILLER FABRIC SHOULD BE DiSTAL1Ep BETNEEN THE GRAVEL ON FILTER FABRIC Z SECTION _ - ~
MAX. SLOPE RIP RAP AND SOIL FOUNDATION. QC/VTiA?I A,~ A 5, COMPACT ANY REOU]RED FILL 10 DENSITY Cf SL11ROlMDNG UNDISNRBED .7LV ~ 1V1~ A A EROSION CpEIROL SCHEDULE 0 ~ _ -T
YAIERLLL. STONE SECT]ON 8. Rp RAP MAY 8E FIELDSTONE OR ROUGH pIARRT STONE IWD SMALL BE HARD. _ AUg1LAli AND 11E11-GRADED. a ~ ,,,ol i. WSTAII SILT FENCE IOW THE FlLL SLOPE.
as ~ 7. CONSTRUCT APRON Ai ZERO GRADE. TOP OF Rp RAP SHALL BE LEVEL WITH PIPE WT, i H 2. MJS'TALL CHECK DAMS N ROAD SIDE DITCH. PRO.rcr No.
TEMPORARY SEDIMENT BASIN ,ME RECEIVING CHANNEL OR $LIGHILY LDWER SIZE A B C D E F G H 3 8. ALIGN APRON WITH RECEIVING CHARNEL OR SAQALL ASSURE APRON IS STRAIGHT THROlICN011T ITS lENC1H. 15" 10' r 1-1 i' 1' 4-1 ' cT~y I>oa1025
9. ENO WIDTH ai APRON TO BE EOUAL TO WIDTH OF RECEIVDIC CHANNEL /r /2' 1-1/2 ~ 6 " ~ ~ , 3. SEED DITCHES k10 FTLL SLOPES TO ESTABLISH SUITABLE COVER WITHIN 15 DAYS. SCALE: I/2 6 r NTS
18 12 5' 2' 1 1 5 2' 4 8 4' 8 4. UPON ESTABLISHMENT Oi ROAD SURFACE AND PROPER SEEDING OR CHANNEL LINING, CONIRACTpR MAY OA1E: REMOVE SILT FENCE AND CHECK DAMS. OCTOBER 2001
DRAINAGE AREA WEIR LENGTHI 21" 15' sr 2-1/2' i-1/2' 7 2_1/2' 4-1/2' 12 (ACRES) (FT.) 24" 17' 1d 2-1 1-12' 1' 8' 2-1 5-1 2' 15 /2' 4-1/2' 12
FLAl~D END ~ ~ 6 3~:CTION 5-1 2' 15 DRAriN BY: I2' I ROAD TO SLOPE 2x TGNIRO CUT SLOPE SPG CRECKED BY:
1 4.0 NOT TO SCALE 30" 20' 13' 3' 2 2' 0' 3' B 22 2 6. D ~ 3R" 9a' u~ u ~ n' .r s_ ~ ins t , n~ ~r d' 22 MAK
n~ "r Fn r uauv
3 8.0 6001025-D1
4 10.0 5 12.0 PLUNGE POOL. SHEET NO.

7 ( 'DIMENSIONS SHOWN ARE MINIMUM NOT TO SCALE 8 F* N 9CHEMAl1C + HFmION C0*ITROL
M NOT TO SCALE M
OF ____SHTS
G:\6001025\DWG\6001025-D1-ERC.dwg Fri Oct 12 09:06:29 2001

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Ef EXISTING CONDITIONS Sf DI/ERALL SITE PLAN 'DITIONS ' PLAN DEVELOPMENT DATA
S4 ROADWAY ENTRANCE IMPRC RANCE IMPROVEMENT OWNI:R/DEVELOPER ROBIN ORR
S5 EROSION CONTROL PLAN 1 TROL PLAN 1 121 HOA1~t1NY BAPTIST CHURCH DR,
S6 fROSlON CONTROL PLAN Il TROL PLAN 11 CANDLER, NC 28715
D7 EROSION CONTROt DETAILS TROL DETAILS {828) 321-8040 OFFICE {828) 665-2004 FAX
CONTACT: SEAN GLEASON, LANDDESIGN, lNC.
(828} 281-1447 OFFICE
CIVIL ENGINEER; LAND DESIGN, INC. M
,`~~tururrnrgr~,~ LAND SURVEYOR; CIPAR, INGLE, ANDERS ~ ~ ASSOCIATES, INC. 1
D ~ THE ABObE LISTED DRAWINGS R PREPAR N WEE EDU~ ~ PREPARED UNDER ~ L 29 N. MARKET STREET f' `,.o4'.p4ESSlpyy,f is ~ ~a
THE SEAL OF MARTIN A. !(SCOT, PE (NC X17640). (NC X17640). : e~ ASHEVILLE, NC 28801 k [phone]
DA SEAL ~ 5 ~ DATE -I €~n
17644
' ~O
v Z II ••NC,NE;.~ o,` S[TE. INFORMATION I~ I o T o~,` ~'~~1N A DEED NUMBER: D.8 1887 PG 716
• MA TIN A. KOCO , PE #17640 nrrnmrrrr~~
COUNTY; BUNCOMBE COUNTY
LOCATION: UPPER HOMINY TOWNSHIP
• ~ ~ ACRE:i: TOTAL= 83.117 AC DISTURBED= 7,83 ACRES
PIN NUMBER: 8688-03-42-8287
8688-04-62-2099
38 C~~RRELD 81AEET, BRUTE C, A8FEVI.LE KC. 28803
PHONE [phone] FAX [phone]
BEFORE YOU DIG
CALL 1-800-632-499
ncc. ME US THE LAWI cau cEnrrFa cl
0010251DWG16001025-C1-CVR-1.dwg Fri Oct 12 09:04:24 2001

BORDER COGO ~ a } DEVELOPMENT DATA ~ m
N0. BEARING DIST.
u N33' 49' 16"w 71,09' OWNER DEVELOPER R08IN ORIZ CONTA T: 121 NOMMINY BAPTIST CHURCIi DR,
L2 N53' 31' 10"W 93.95' CANDLER, NC 26715 N
L3 S62' 30' 34"E 80.61' [phone] OFFICE o
L4 ~ ~ [phone] FAX rn N50 59 25'W 54.47' S
CONTACT: SEAN GLEASON, LANDDESIGN, [NC. ~ L5 S55' 10' 35"E 32.81' 828 281•-1447 OFFICE
~ ) L6 S79' 27' 48"W 15.89'
L7 56.7 ' CIVIL ENG]NEER: LAND DESIGN INC, z S16' 40' 48'E 5 ,
L8 LAND SURVEYOR: CIPAR, INGLE ANDERS $ z S65 51 O6 w 36.78 ' Z o
dt ASSOCIATES INC. ~ L9 S7T 4 ' 44" 44.81' 29 N. MARKET STREET N
U 0 ASHEVILLE, NC 28801 ~ w N79' 03' 54"E 79.28 w ~
L11 N82' 8' 0"W 74.41' (828) 258•-0297 2 5 ~
L12 N "W 93.21' SITE INFORMATION Z
L13 N83' S9' 24"W 109.36' ~
L14 N61' 26' 29"W 56.29' DEED NUMBER: D.B 1887 F'G 716 m
L15 COUNTY: BUNCOMBE COUNTY ~b N83' 00' 52"W 96.06 v
LOCATION: UPPER HOkI1NY ~ L16 N81' 33' 29"w 65.64' ACRES: TOTAL= 83.117 AC m
DISTURBED= 7.83 ACRES PIN NUMBER: 8688-03-42-8287 b
8688-04-Ei2-2099 0 ~
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PROPOSED DEVELOPME DEVELOPMENT LAND USE: RESIDENTIAL
ABUTTING PROPERTY 'ROPERTY LAND U5E: RESIDENTIAL
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P.B. 78 , P0. f52. it
/ (i PIN NUMB&R: 8688-04-54-8423
P.B. 76 . FG. 15 ~ % ~ '
.P1N NUMBBR: 8688-0 Z3 / ~ ,y
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/i/ \ , I PIN NUYBSR• 8688-03-41-0906 :lll Jil PRWECT N0.
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1"-200'
DALE: OCTOBEtt 2001
DRAVM BY; CCnn
J( G CHECKED BY:
MAK FILE NAVE:
GRAPHIC 6WD25-El SCAM SHEET NO.
200 0 100 200 /W app
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BEFORE YOU 10 CALL 1-800-932-4949
N.C. QNE CALL CENTER IN S, t ITS THE LAW 1 1 inch = 200 ft
____OF SHTS
G: 60010251DWG16001025-El.dw9 Fri Oct 12 09:08:30 2001