20011698 Ver 1_COMPLETE FILE_20011119

F `NATF
\O?0 9oG Michael F. Easley
Governor
co r William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
December 11, 2001
DWQ# 01-1698
Henderson County
Mark Searcy
Southern Development, Inc.
Route 1 Box 264A
Zirconia, NC, 28790
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Searcy:
You have our approval, in accordance with the attached conditions, to place fill in 100 linear feet of streams in order to construct a
road crossing associated with the proposed Rock Creek Subdivision in Henderson County, as described in your application received by
the Division of Water Quality on November 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://h2o.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 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
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 follow the conditions listed in the attached certification as well as the additional conditions
listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
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 petftion which conforms to Chapter 150B 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 Roy Davis in our Asheville Regional Office at 828-251-6208 or Cyndi Karoly in Raleigh at 919-733-9721.
Attachment
cc:
Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
Luther Smith, 119-13 Third Avenue West, Hendersonville, NC, 28792
1 -= 98
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-22W (Location)
nn 17? .900 1 -......1 n1 n 117 -O /t....1 L N ./n 1 1 /
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Rock Creek Subdivision
Project Number 01 1698
Recvd From APP
Received Date 11/19/01 Recvd By Region 11/27/2001
Project Type culvert crossing
Certificates
Permit Wetland
Type Type
F14 Stream
Mitigation
MitigationType
Wetland Wetland Stream
Impact Score Index
7Y _@N r__ 9-29
Stream
Class
Prim. Supp.
B TR
Wetland
Type Acres Feet
County Henderson
County2
Region Asheville
Acres Feet
Basin Req. Req.
30,803. F_- 80.00
Stream Impacts (ft.)
a E
80.00
r- 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 Q N
Is Mitigation required? Q Y 6 N Recommendation: QQ Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 351133.28 Longitude (ddmmss) 822945.34
Comments:
In the company of Luther Smith , Consultant and Mark Searcy and Gary McDonald, developers, on
December 4, 2001 1 inspected the project site. The developers propose to enclose an unnamed
tributa to the Green River in 80 feet of 48" corrugated steel culvert to provide access to a
proposed housing development, evelopment. The unnamed tributary to the Green River bears a Class R-Trout
HOW classification. The stream segment which would be culverted has, in the past, been
straightened and, through removal of woody vegetation, exposed to sunlight. Phys?y it is in the
order of 1 1/2 feet wide and 1" to 2" deep. I am currently dealing with the developers on the matter of
a stormwater permit. I have driven the project and find no other wetland issues. I have not seriously__raised the issue of bridg'ng rather than culverting for the reason of abuses suffered by the stream in
the past. It is my recommendation that a 401 Certification be issued for the proposed project,
cc: Regional Office
Central Office Page Number 1
Luther E. Smith And Associates, P.A.
LAND PLANNING • LANDSCAPE ARCHITECTURE
LSA119-B Third Avenue West, Hendersonville, North Carolina 28792 [phone] • FAX: [phone]
15 November 2001
011698
OV Ig g 2004
Mr. John Dorney
Wetlands Unit
Park View Building
2321 Crabtree Blvd.
Raleigh, North Carolina 27604
Re: Rock Creek Subdivision, Entrance Relocation,
Henderson County, North Carolina
Dear Mr. Dorney,
Attached are plans for the proposed relocated Entrance for a 108 +/- acre low density residential
subdivision in Henderson County. The original project Entrance joined Green River Road.
Project roads included no new stream crossings. An Approval Letter for Erosion Plans for
Phase I is included.
Subsequent to the approval of the project, the Developer has secured a right-of-way across
adjacent property to Rock Creek Road. The proposed new location crosses an un-named
tributary to the Green River. The Green River is classified Trout Waters.
This request is for a variance to the 25 foot riparian zone buffer requirement for 100 feet to allow
for the installation of 80 feet of 48" culvert for a road crossing. As shown in the attached
construction notes and details, the culvert will be buried below the existing stream bottom to
allow for restoration of the channel bottom through the culvert.
I have enclosed copies of plans and other information which has been submitted to the Corps
and Sedimentation and Erosion Control.
Please contact this office if you require additional information.
r(d-
Luther E. Smith, RLVASLA, APA
Luther E. Smith & Associates, PA
'' 7
ern
NCDENR I
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Michael F. Easley, Governor William G. Ross, Secretary
Division of Land Resources, Land Quality Section
Charles H. Gardner, P.G., P.E. Director Richard A. Phillips, P.E., Regional Engineer
LETTER OF APPROVAL
November 14, 2001
Mark Searcy
dba Southern Development, Incorporated
Route 1, Box 624-A
Zirconia, North Carolina 28790
This office has reviewed the erosion and sedimentation control plan submitted for the project listed below. We
find the plan to be acceptable and hereby issue this Letter of Approval with modifications and/or performance
reservations. A list of the modifications required and/or reservations is attached. This approval is conditioned
upon the incorporation or addition of these items to the plan. Please be advised that Title 15A, North Carolina
Administrative Code 46.0017(a), requires that a copy of the approved soil erosion control plan be on file at the
job site. Also, you should consider this letter to give the Notice required by NCGS §11 3A-61 (d) of our right of
periodic inspection to ensure compliance with the approved plan. This plan approval shall expire three (3) years
following the date of approval, if no land-disturbing activity has been undertaken, as is required by Title 15A
NCAC 46.0029.
The State's Sedimentation Pollution Control Program is a performance-oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is determined that
the plan is inadequate to meet the requirements of NCGS §113A-51 to 66, this office may require revisions to
the plan and implementation of the revisions to ensure compliance with the Act. Acceptance and approval of
this plan is conditioned upon your compliance with federal and state water quality laws, regulations, and rules.
In addition, local city or county ordinances or rules may also apply to this land-disturbing activity. This approval
does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form which you have provided. You are requested to file an amended form if there is any change
in the information included on the form. Title 15A NCAC 48.0127(c) amended July 1, 2000, states: No person
shall initiate a land-disturbing activity before notifying the agency that issued the plan approval of the date that
the land-disturbing activity will begin. Thank you for your cooperation.
Sincerely,
l
Richard A. Phillips, E.
Regional Engineer
RAP:gc
Enclosure i'
cc: Luther E. Smith & Associates, P.A.-/
Project name: Rock Creek Subdivision River Basin: Broad
ID #: HENDE-2002-015 Stream Classification: C-Trout
Date received: November 13, 2001
New submittal () Revision (X)
59 woodfin Place, Asheville, North Carolina 28801
Telephone [phone] Fax [phone] & 828/251-6098 Internet: www.enr.state.nc.us/ENR
An Equal Opportunity/Affirmative Action Employer - 50°o recycled/10% post-consumer paper
Luther E. Smith And Associates, P.A.
LAND PLANNING • LANDSCAPE ARCHITECTURE
LSA119-B Third Avenue West, Hendersonville, North Carolina 28792 [phone] • FAX: [phone]
31 October 2001
Mr. Richard Phillips, PE
Regional Engineer
NCDENR
59 Woodfin Place
Asheville, NC 28801
Re: Rock Creek Subdivision, Henderson County, North Carolina
Dear Mr. Phillips,
Please find attached an application and supporting information for the construction of a creek
crossing and entrance road for Rock Creek Subdivision. Currently, the internal road system for
Rock Creek is being reviewed by your office.
This application, though the disturbed area is only .4 acres, covers the relocation of the project
entrance which will cross an un-named tributary to the Green River. Green River is classified
trout waters. Please note the request to John Domey for a variance to the buffer zone.
Please contact me if you require any additional information.
incerely,
Luther E. Smith, RLA, ASLA, APA
Luther E. Smith & Associates, PA
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate a land-disturbing activity on one or more acres as covered by the Act
before this form and an acceptable erosion and sedimentation control plan have been completed and
approved by the Land Quality Section, NC Department of Environment, and Natural Resources.
(Please type or print and, if question is not applicable, place N/A in the blank).
Part A.
1. Project Name Rock Creek -Entrance Relocation
2. Location of land-disturbing activity: County Henderson
City or Township Green River , and Highway/Street Green River/Rock Creek Roads
3. Approximate date land-disturbing activity will be commenced: December 2001
4. Purpose of development (residential, commercial, industrial, etc.): Residential
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas):
.4 ac.
6. Amount of fee enclosed $ 40.00
7. Has an erosion and sedimentation control plan been filed? Yes No
Enclosed X
8. Person to contact should sediment control issues arise during land-disturbing activity.
Name Mark Searcy Telephone [phone]
9. Landowner(s) of Record (Use blank page to list additional owners):
Mark Searcy dba Southern Development Inc.
Name(s)
Route 1 Box 264A
Current Mailing Address Current Street Address
Zirconia NC 28790
City State Zip City State Zip
10. Recorded in Deed Book No. 965 & 914 Page No. 551 & 274 respectively
Part B.
Person(s) or firm(s) who are financially responsible for this land-disturbing activity (Use a
blank page to list additional persons or firms):
Mark Searcy dba Southern Development, Inc.
Name of Person(s) or Firm(s)
Route 1 Box 264A
Current Mailing Address Current Street Address
Zirconia NC 28790
City State Zip City State Zip
828-697-0603
Telephone Telephone
2. (a) If the Financially Responsible Party is not a resident of North Carolina give name and
street address of a North Carolina Agent.
Name
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business
under an assumed name, attach a copy of the certificate of assumed name. If the Financially
Responsible party is a Corporation give name and street address of the Registered Agent.
Name of Registered Agent
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
The above information is true and correct to the best of my knowledge and belief and was
provided by me under oath. (This form must be signed by the financially responsible person if
an individual or his attorney-in-fact or if not an individual by an officer, director, partner, or
registered agent with authority to execute instruments for the financially responsible person).
I agree to provide corrected information should there be any change in the information
provided herein.
Mark Search Owner
Type or print name Title or Authority
October 30, 2001
Signature Date
I, Debra A Vaughan , a Notary Public of the County of Henderson
State of North Carolina, hereby certify that Mark Searcy
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 30th day of October , 2001
Seal c r-? -N?Cc4 lia
Notary L
My commission expires October 31, 2005
/t` 0 r fS t? iC L C / L
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
AND NATURAL RESOURCES
LAND QUALITY SECTION
EROSION AND SEDIMENTATION CONTROL PLAN CHECKLIST
The following items shall be incorporated with respect to specific site conditions, in an erosion and sedimentation control plan:
LO rION INFORMATION ? Design calculations cross sections and method of stabilization of
existing and planned channels (include temporary linings)
? Project location ? Design calculations and construction details of energy
? Roads, street dissipators below culvert and storm sewer outlets (for rip-rap
v North arrow aprons, include stone sizes (diameters and apron dimensions)
v Scale ? Soil information below culvert storm outlets
v Adjoining lakes, streams or other _AIIA Design calculations and construction details to control ground-
major drainage ways water, i.e., seeps, high water table, etc.
&1,4 Names of receiving watercourse or name of municipal
GENERAL SITE FEATURES operator (only where stormwater discharges are to occur)
? North arrow EROSI ON CONTROL MEASURES
?
L.- Scale
Property line
-60-.

Legend
??'' //ee Legend _, Location of temporary and permanent measures
V Existing contours ? Construction drawings and details for temporary and
v
? Proposed contours
Limit and acreage of disturbed area `
Tg permanent measures
Design calculations for sediment basin and other measures
1 Planned and existing building locations ? Maintenance requirements during construction
and elevations _ - Person responsible for maintenance during construction
? Planned and existing road locations ? Maintenance requirements and responsible person(s) of
and elevations permanent measures
,VIA Lot and/or building numbers
? Land use of surrounding areas VEGETATIVE STABILIZATION

V_ Rock outcrops
Seeps or springs
?
Areas and acreage to be vegetatively stabilized
? Wetland limits ? Planned vegetation with details of plants, seed, mulch and
?
t/ Easements
Streams, lakes, ponds, drainage ways, dams
? fertilizer
Specifications for permanent and temporary vegetation
Boundaries of the total tract ti Method of soil preparation
?r If the same person conducts the land-disturbing
activity and any related borrow or waste activity,
the related borrow or waste activity shall
constitute part of the land-disturbing activity unless NOTE; Should include provision for ground cover on exposed
the borrow or waste activity is regulated under the slopes within 30 working days following completion of any
Mining Act of 1971, or is a landfill regulated by the phase of grading, permanent ground cover for all disturbed
Division of Solid Waste Management. If the land- areas within 30 working days or 120 calender days (which-
disturbing activity and any related borrow or waste ever is shorter) following completion of construction or
activity are not conducted by the same person, they development.
shall be considered separate land-disturbing activities.
N1114 Stockpiled topsoil or subsoil location. OTHER REQUIREMENTS
? Street profiles
?
Narrative describing construction sequence (as needed)
SITE DRAINAGE FEATURES ? Narrative describing the nature and purpose of the
construction activity
? Existing and planned drainage patterns (include ? Completed Financial Responsibility/Ownership Form (to be
off-site areas that drain through project) signed by person financially responsible for project
? Size of Areas to be disturbed (Acreage) ? Bid specifications regarding erosion control
? Size and location of culverts and sewers ? Construction sequence related to sedimentation and erosion
V Soils information (type, special characteristics) control (include installation of critical measures prior to
? Design calculations for peak discharges of runoff initiation of the land-disturbing activity and removal of
(including the construction phase and final runoff measures after areas they serve have been permanently
coefficients of the site) stabilized.
ji ? Design calculations and construction details for
culverts and storm sewers
Revised 11/23/98 7.53
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MOUNTAIN ENGINEERING CO.
CIVIL ENGINEERING • SITE PLANNING PROJECT:
P.O. BOX IN (704)x97-9573
FLAT Roca, NC 28792
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C,ONSTRUGTION SGF M=X
The following is the t ypjcal protease for rood cor»trvetlon.
1. Flagging initial clearing IMnits.
2. Installation or regvired protect've devices for
sedimentation control as regvired.
3. Clearing rough grading and grivoing of site including
Installation of cviverts with temporary protection
as required. Grading operations Includes ongoing cleaning
and maintencre-a of sediment control devices.
4. Finished grading Immediately follows rough grading.
5. Road bed and parking areas ore stabilized with gravel.
b. Slope areas are sta-L-,tized pith vegetation or rvich as
required.
T All erosion control measures will be Inspected weekly and
Immedlately following rainfall. Gieanovt of strvctures
and repairs rlll be made Immedlattely.
6. Following stabilization of the site with permanent cover,
temporary measures are removed and the disturbed areas
stabilized rlth vegetation or mulch.
EROSION CONTROL MAINTENANCE
1. All erosion control devices will be checked for stabling
and proper operation tmrneclkdoe Polio"" sash rainfall
bvt in no case less than weekly. R.egvired clsanovt or
repairs wltl be made hvnedlatsiy to maintain all devises
in good working order.
2. Sediment basins or traps roil be cleaned out when the
level of sediment reaches a point no less than 2 feet
from the top of the riser or gravel filter. Gravel rill
be cleaned or replaced to insure proper drainage of the
bash or trap.
3. Sedhnomt wilt be removed from behlnd sediment fences when
the accumulatlon exceeds b inches at the fence. Fences
rill be repaired as required to maintain a barrier.
4. All seeded areas rill be fertiitzed, reseeded as required,
or mulched as provided in the vegetottve plan until a
vigorous, deroe vegetative cover has been established.
5. Materials removed from sediment devices shall be disposed
of In approved areal and stab!Ilzed with vegetation.
S-I-0O oar trr • C?
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roe no.
osmM® sr HEADWATER S .
!~ROD>:TAIL3DN0 = x 281 k
DRAWM No. Luther E. Smith & Associates, P.A.
NDSCAn ARCKI7Z Mn
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6ENMAL. G0N5TRUGTION AND EROS ION CONTROL PRACIOGES
1. LAW GLCARl W
• Inltlol Ian: clearing operations will be handled as logging
operations. Svltabie timbor is harvested and w derstory
vegetation Is cleared by hand and burned. Initial cleor"
does not extend within a -15 foot buffer aloha perennial
streoms.
2. LAM OR-42-NO
• Prior to hltiotina grading, measures t., protect stream
charnels or steep slope and drolnoge ways are installed.
Appropriate permits ore In place prior to the construction of
stream crossings and appropriate erosion control devices are
Installed. Immedlotely following initial clearing, heavy
grading will proceed as required to excavate proposed areas.
• Gvt slopes generally are graded to 1 1/2:1 based on
soil and rock conditions. Fill slopes are graded and
compacted In lifts appropriate to the soil material and
dressed at a maximum of 1 1/2:1 in critical areas. Maximum
slope In non-critical areas Is 2:1.
• Excess soil or rock materials are distribvted In areas
odjocent to constrvation to reduce slopes, or utilized
elsewhere on the project site.
• Road beds are stabilized With crushed stone os quickly after
the road has been brought to final grade as Weather permits.
• Gut and fill slopes are stabilized in on ongo" manner as
construction in a given area Is complete. StakAL ation may
Include seeding or mulching With tree grindings as the
specific conditions require.
4. MW GGHIMM
• During periods of extreme dryness, dust Is controlled by
water applications at rates required to maintain the optimum
compaction characteristics of the coll.
• The following are general erosion control mechanisms employed
throughout the construction process.
a. Slit Fences are constructed along the base of fill
slopes where damage to steep drainage Ways, streams,:
or adjacent properties may occur. Additionally,
fences are erected around pipe Inlets until final
adjacent grades are establlshed.
b. Sediment Basins or Sediment Traps are constructed In
areas of high water concentration or adjacent to
stream crossings to protect streams from siltation.
C. Temporary Diverslons are employed along the road bed
during construction and on fill slope oreos until
shaping of slopes Is complete. Additionally,
temporary diversion "ales are used near stream
c-ossings to direct svrface water to sediment basins
or for lateral dispersion of water onto protected
slopes.
d. Rip-Rap or Paved Rood Ditches are established In
steep road slope areas to control run-off at the time
o' road stabilizotions and/or paving.
e. Pipe Outlet 5tabtllzatlon structures are established
or, pipes in areas as required to reduce scouring and
disperse concentrated storm flout.
5-IDOVE i er C
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me ( NOa. . cML.Oacm Qr
Ws HEAD WA TER S °
BRODETAILSDW6 x 281
DRAWING No. Luther E. Smith & Associates, P.A.
LAND PUNNING - LANDSCAPE ARCErrECTURE
SHEET
I:0-b Third A.enue •?rl Phor (020) 697-2= '•••c.'CJ
hmderwDvilk. NC 20792 ?4i (020) 097-0{00 ?_??ii ..G..
[-ad: 1"ft-0.eas
SM-GIAL GQNDITIQNS IN AREAS WAR OM16NATED TROUT WATERS
The following requirements shalt c, employed, in addition to standard
requirements, when land disturbirg activities or eros;on control
structures occur within f;r"ty feet (50') of classified trout waters
or any tributary to classified trout waters. Additicnally, 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 Q') 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.
5-15-00 OR,um s? ••'..C,

99L0

cos .
NO. LES

04r= n•
HEAD WA TER S
RODETAILSDW6 x 281 x
E
DRAWING No. Luther E. Smith & Associates, P.A.
SHEET LWD PL? OMIG • L?NDBCAPE ARCHITECTURE
Ito--@ Third AVOMM V. t PbMM (on) "?-sW+
? ..F_ 5
5084m.e..ia., SIC 7lR.Q hz (an) OW-64" ,,...,
C-rll Wh-aer

ESTASLISHMEW of GONER
All cress disty-bed during constrvctlon shall have on
acceptable cover established within 50 days of the completton
of temporary or final grading operations. Cover moy/shall Inctudo.
• Y40=6 MLb" be ground tree bark or chopped tree
trimmings spread at a depth of not less than three (5)
inches. Ground surface shall be slightly smoothed to Inure
positive dralnaae.
TD°?'It7RAW SCOXBiOW
• Grading shall be completed so as to provide a surface
suitable for the access of seeding ectvlpment to all areas to
be seeded.
• Lime shall be uniformly applied at the rate of two (2) tons
per ocre (40lbs/I000sf).
• Fertilizer, grope 10-10-I0, shall be applied at a rate of 900
Ibs per acre (:20lbs/I0009f).
• Line and fertlftzsr shall be lightly incorporated Into the
evrface of the soil prior to seeding.
• Seeding shall be with annual rye at a rate of 1201bs/acre.
If hydroseeded, seed shall be mixed In a slurry with wood
fiber mulch at the rate of 5001be/a4re.
• Seeded areas shall be maintained by spot overseeding as
required to provide for a uniform cover. Protect all seeded
areas from traffic.
• Seeded area shall be mulched with clean straw mulch at the
rate of 3000 Ibs/acre.
FORMAMW SOMM&
• Areas to recetve permanent seeding shall be smoothed as
regvlred to provide a clean uniform surface, lightly
scarified.
• Line shall be uniformly applied at a rate of one (1) ton per
care (4511vs/10000) or as recommended by soil too".
• Fertilize, grade 10-10-10 shall be applied at a rate of 'TOO
Ibs/acre Immediately prior to seeding operations
(1611091I0009f).
• Lime and fertilizer shall be Incorporatod into the top
surface of the entire area.
• Seed shall be applied in a manner suitable to the terrain at
the rate of 120 Ibs/acre of KY51 Fescue and 15 Ibs/acro of
German Millet. Hydroseed mixtures shall 1n4lvde wood fiber
mulch at the rate of 500 Ibs/acre.
• Mulch shall be clean wheat straw mulch applied at the rate of
4000 Ibs/acre.
• All seeded areas shall be protected from traffic. Spot
seeding as reavlred shall occur until o uniform stand of
grass has been established.
• FM
ngle seeding applications the following soil amendment
rates shall apply.
• Line - two and one half (2 1/2) tons per ocre
(1151bs/10009f).
• Fertilizer - one half (1/2) ton per acre (251bs/10009f).
S-I?-00
Ortn?rN er
ciLow
p m NO. DES HEAD WA TER S
ERODETAILS.DH&
DRAWM No. Luther E. Smith & Associates, 77
SHEET LAND PLANKING • LANDSCAPE ARCMTI6t.'1'L=
114-1 fLbd Avenue Went Pb~ (M) M7-aw
6eoeerw8vUM, NC 2al742 ft s (M) M7-e4M
t-umm r.•.-• em
A
'X 281
Luther E. Smith And Associates, P.A.
LAND PLANNING • LANDSCAPE ARCHITECTURE
LSAI19-B Third Avenue West, Hendersonville, North Carolina 28792 [phone] • FAX: [phone]
31 October 2001
Bob Johnson
Asheville Regulatory Field Office
U.S. Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, North Carolina 28801
Re: Rock Creek Subdivision, Henderson County, North Carolina
Dear Bob,
Attached is an application and supporting information for the installation of a culvert in an un-
named tributary to Green River. Copies of this information have been forward to other agencies
as required.
Please contact me if you require additional information.
OuS ncerely,
V N?
E. Smith, ASLA, APA
Luther E. Smith & Associates, PA
cc: John Dorney
Division of Environmental Management
NCDENR
State Historic Preservation Office
N.C. Division of Archives & History
U.S. Fish & Wildlife Service
Asheville Field Office
Gw.?? .?nde.?s?,
01 A699
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT N)s
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE
OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE
SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET).
PLEASE PRINT.
1. OWNERS NAME: Mark Searcy dba Southern Development, Inc.
2. MAILING ADDRESS:
Route 1 Box 264A
SUBDIVISION NAME: Rock Creek
CITY: irconia STATE: NC ZIP CODE: 28790
PROJECT LOCATION ADDRESS, INC7.UDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): Project Location: Intersection of Green River
Road (SR1106) and Rock Creek Road (SR1107)
3. TELEPHONE NUMBER (HOME): (WORK): 828-697-0603
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Henderson NEAREST TOWN OR CITY: Tuxedo
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.)
From intersection of US 25 South (By-pass) and Green River Road (SR 1106) _
go 3.68 miles west to intersection of Rock Creek Road (SR 1107), turn right,
proposed entrance 300' on left
6. IMPACTED OR NEAREST STREAM/RIVER: Uri-named tributary
RIVER BASIN: Green River
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY
(WS - I OR WS - II)? YES [X] NO [ ) IF YES, EXPLAIN: Located on
tributary to Green River - classified trout waters.
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ ) NO DW
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION: N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ J NO [XXJ IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ) NO [XX] IF YES, DESCRIBE ANTICIPATED WORK:
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 108 +/- total project
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED:
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 100 FT AFTER: 100 FT
WIDTH BEFORE (based on normal high water contours): 2 - 3 FT
WIDTH AFTER: 2 - 3 FT
AVERAGE DEPTH BEFORE: 4" FT AFTER: 4" FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL ELEVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING
TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT
TO BE USED (ATTACH PLANS: 8%' x 11" DRAWINGS ONLY) : Track-hoe and track-loader
to shape existing channel, install +/- 801 48" galy. pipe, hand placement
of head wall block system, back filling around pipe
13. PURPOSE OF PROPOSED WORK: Stream crossing for main entrance road to
residential development
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: 29 October 2001
16. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES [ I NO [X)d (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT
PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT?
YES [ I NO [ I
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ I NO [ I
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE
NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS.
CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF
ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE
[phone].
17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL
STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP.
MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Rural residential and undeveloped
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTZ: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, AND
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION.
1-3 o/
TE
OWN R' /AGE 'S SI NAFOM
(AGENT'S SIGNATURE VAIF AUTHORIZATION LETTTHE OWNER IS PROVIDED
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ern
NCDENR
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Michael F. Easley, Governor William G. Ross, Secretary
Division of Land Resources, Land Quality Section
Charles H. Gardner, P.G., P.E. Director Richard A. Phillips, P.E., Regional Engineer
LETTER OF APPROVAL
November 14, 2001
Mark Searcy
dba Southern Development, Incorporated
Route 1, Box 624-A
Zirconia, North Carolina 28790
This office has reviewed the erosion and sedimentation control plan submitted for the project listed below. We
find the plan to be acceptable and hereby issue this Letter of Approval with modifications and/or performance
reservations. A list of the modifications required and/or reservations is attached. This approval is conditioned
upon the incorporation or addition of these items to the plan. Please be advised that Title 15A, North Carolina
Administrative Code 46.0017(a), requires that a copy of the approved soil erosion control plan be on file at the
job site. Also, you should consider this letter to give the Notice required by NCGS §113A-61(d) of our right of
periodic inspection to ensure compliance with the approved plan. This plan approval shall expire three (3) years
following the date of approval, if no land-disturbing activity has been undertaken, as is required by Title 15A
NCAC 46.0029.
The State's Sedimentation Pollution Control Program is a performance-oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is determined that
the plan is inadequate to meet the requirements of NCGS §113A-51 to 66, this office may require revisions to
the plan and implementation of the revisions to ensure compliance with the Act. Acceptance and approval of
this plan is conditioned upon your compliance with federal and state water quality laws, regulations, and rules.
In addition, local city or county ordinances or rules may also apply to this land-disturbing activity. This approval
does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form which you have provided. You are requested to file an amended form if there is any change
in the information included on the form. Title 15A NCAC 46.0127(c) amended July 1, 2000, states: No person
shall initiate a land-disturbing activity before notifying the agency that issued the plan approval of the date that
the land-disturbing activity will begin. Thank you for your cooperation.
Sincerely,
i
Richard A. Phillips, E.
Regional Engineer
RAP:gc
Enclosure
cc: Luther E. Smith & Associates, P.A
Project name: Rock Creek Subdivision River Basin: Broad
ID #: HENDE-2002-015 Stream Classification: C-Trout
Date received: November 13, 2001
New submittal () Revision (X)
59 Woodfin Place, Asheville, North Carolina 28801
Telephone [phone] Fax [phone] & 828/251.6098 Internet: www.enr.state.nc.us/ENR
An Equal Opportunity/Amrmative Action Employer- 30". recycled/10% post-consumer paper
ern
NCDENR
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Michael F. Easley, Governor William G. Ross, Secretary
Division of Land Resources, Land Quality Section
Charles H. Gardner, P.G., P.E. Director Richard A. Phillips, P.E., Regional Engineer
LETTER OF APPROVAL
November 14, 2001
Mark Searcy
dba Southern Development, Incorporated
Route 1, Box 624-A
Zirconia, North Carolina 28790
This office has reviewed the erosion and sedimentation control plan submitted for the project listed below. We
find the plan to be acceptable and hereby issue this Letter of Approval with modifications and/or performance
reservations. A list of the modifications required and/or reservations is attached. This approval is conditioned
upon the incorporation or addition of these items to the plan. Please be advised that Title 15A, North Carolina
Administrative Code 46.0017(a), requires that a copy of the approved soil erosion control plan be on file at the
job site. Also, you should consider this letter to give the Notice required by NCGS §113A-61(d) of our right of
periodic inspection to ensure compliance with the approved plan. This plan approval shall expire three (3) years
following the date of approval, if no land-disturbing activity has been undertaken, as is required by Title 15A
NCAC 46.0029.
The State's Sedimentation Pollution Control Program is a performance-oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is determined that
the plan is inadequate to meet the requirements of NCGS §113A-51 to 66, this office may require revisions to
the plan and implementation of the revisions to ensure compliance with the Act. Acceptance and approval of
this plan is conditioned upon your compliance with federal and state water quality laws, regulations, and rules.
In addition, local city or county ordinances or rules may also apply to this land-disturbing activity. This approval
does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form which you have provided. You are requested to file an amended form if there is any change
in the information included on the form. Title 15A NCAC 48.0127(c) amended July 1, 2000, states: No person
shall initiate a land-disturbing activity before notifying the agency that issued the plan approval of the date that
the land-disturbing activity will begin. Thank you for your cooperation.
Sincerely,
i
Richard A. Phillips, E.
Regional Engineer
RAP:gc
Enclosure
cc: Luther E. Smith & Associates, P.A.-/'
Project name: Rock Creek Subdivision River Basin: Broad
ID #: HENDE-2002-015 Stream Classification: C-Trout
Date received: November 13, 2001
New submittal () Revision (X)
59 woodfin Place, Asheville, North Carolina 28801
Telephone [phone] Fax [phone] & 828/251-6098 Internet: www.enr.state.nc.us/ENR
An Equal Opportunity/Affirmative Action Employer-50'% recycled/10% post-consumer paper
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q U EROSION PROJECT SUMMARY W a
a
f , _ _ ~ i be 0.4 Acres Acres Distur d o
~ _ ~ . r, ~ F~ Length of Road 252 Feet ~ v
ib , Area of Roadbed .16 Acres a ~ ~
. , , , REMOVAL Of YEGE lA AON ~ vecErAnoN oR Soil Types ~
~ OTHER pISTURBANCE ALpN! ~ r vRBANCE AlorvG Evard Soils 15-25%
~ ~ " ~ - ~ ~ - - - CREEK SANK SHAH BE lIM Tai lp' BEYONO EDGE OF P. 'K SHALT BE LIMITED _4,5°Je.' Evard Soils 25 ONO EDr,E OF PIPE.
1J-~
t,r .h I ~ 1 ~

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- AI~'i! Q~ dS1UQBANG~ 1 Z
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~ _
NC~rE ~ r- L p ~
UTILIZE IN AREAS WHEN 0!STURBED n O
Fr- T F A rlvE ~a _ AREA IS WITHIN 30 __E 0 C ~ E~TABUSNMENT of Cv~'ER v ' WATERCOURSE- Z / ~
llE TD 4 GAL .PIPE IIRY 10 IN 'A
BOTT OF STREA + R,~O' ~
a~'~ areas disturbed durim constru:hon shall hope an a ~ ~ 'A
~.~ept~blP -over efnabll,hed w~thiri 15 wi;rkinq 1~}5 6G ~.~~lendar days, wh,~l~eve~ is lets, ~~f the ,nmplet~<~n Rr~ -ir O , ROw 6r~~rr
,.t ~rmpoia~v or final grading operalians ~ ~
CO:Pi Shall ~ mw ~nCludP:
~ / p i lOB q ~
r4~~ni~~ ti1t,'L~;H sh~il! b? ~1rJUn~i hpe 'o~~rk eh~pped tree _ - ~~6 i-DRS ST"~t"I Bi_U~LEF. !r,nn:i~~nq; spreov; of ~~pth iii i~~~~ ~css lhan tr~ree ~ _ ~ l1 Q \j IQ a O
. ~,n~n SN HEADWA'~, o i~~.1~,e; ~:~~~wid g~il~ti,2 ,i~~ill I~~ il~af't~,~ ;r,~J,.l~c~. fi ~nSUre Q ~ ~1/ N ~ ~ ~ ~
_ ~,Uv~ anht~< ~ I Q- Q
i ~ I,a: ~,i; ,,ri ~.,.E i '~N~.~ ~ P (~r~ A ~ J
n ~ ~ ~IeE~< sc a< ~ _urfoce l ,h `~C ~ ~ C2 ~ C N
F'i_ . _ SMOOTH RO~,r. iN OFD AR Sp ss W WINGS D p
. >er~,i~ ~ u;r E 1 /M~NIMUN FALLS ~ o s~ U
~ - ~~L-EG _ r * 95~~°~ S~'F Z t ~p i .
~ ~ Q r ,R ~`SE lL
-e' . s^_ : ~ : c ea ~t ~ _;e 3~= I ,-STACK r TO FORM F~L~~- ~ N ?
~r~ '~~h~.;J~~~:_F~ ~ DROP NO? ~~REATER TH~PJ 8 AREA GF DISTURBANCE ,er a~ . ~s A Z IVY
,r,c ~P...r.,e. Sha;. i;e ~,'Jted ,.'t; ~ ~ ~ R 1 f2 W
.t ~.,e the en9 ;i' SPeC,na _ 110 lpg '
i -
,PPc 'rOd h~t' u_ `~e .i gate G,:'P. ~ i _ li_ ~ ~ ""r.. .;i~i'SPPiP:, Seep'. Sha' b2 ail red J SI,~..~ ~r, w~.,, _ _ - is _ ~ ~6>r W
'~i~er ,.te . :;Oip~ afire - ~ '~rrr6 s + z
-=i ' ~ J i Y~ C 1"P' ~Ir' ]5 _ _ 1. X11 ~ee.e., ~rP~, ;`,ou ~.e arnta:ne7 r~ .pot ~ seel ~ FIETEP. - -
r~au rep; t, p~~~~~de far ~ u ~ ~_rm cov~r ~.ec~. ~ s~ed_ FABRIC - ~p ,
,,~e~~e fi~~,n- t•,;~~,~
3!4" CLEAN STONE ~ S~ZJF~~i ~l'?a Sh~li C^' n',Ui~;a~~,J N~ih ~'~eatl S!IJW m~1Ct' at the . ~
h DEPTH rate of ~Ol'0 '~bs:'acie. O tiq U
_ ~ 1,.
PERMANENT SEEDING: Areas to recewe permanent see•7mg shall be smoothed as ` o ASPHALT CURB Z
rewired to provide a clean uniform surface, I,~aht!y ~
scarfled. _ ,I w
Lime shall be uniformly applied of a rote of one (1} ton per D
acre i451bs1t000sfj or as recommended by sod testing. NCE Z KEYSTONE HEADWALL DOUBLE SILT FE W TW 110.00 MIN. 60' FROM HEADWALL =
Ferhl:ze, rode 10-10-10 shall be applied at o role of 700 ALONG CREL`K
9 Ibs/acre immed,otel~ prior to seeding operoiions EX1SftNG OAD 1HIS OAp THIS
(161bs/t000sf} AREA TO ABANOONf I ~ ABANDONED
Lime and fertilizer shall he ;ncorporated into the top
surface of the entire area. ~ m 0
Seed shall he applied in a manner suitnble to the terrain al DOU&E 57L T FENCE ~ ; cn
the rate of 120 Ibsjacre of kY~~1 Fescue and .5 Ibs!acre of MIN. 60' FROM HEADWALL w ~olJi', ALONG CREEK ~ c~ $ .
German Millet. Hydroseed mlaures shall include wood fik~er 3 o~
mulch at the rate of 500 Ibs%acre r- I F- ~ o o ~
Mulch shall be clean wheat straw mulch applied of the rote of ~ rn o ~
4000 Ibs/acre N r « J
All seeded areas shall be protected from traffic. Spot O r ° 1i
seedlnq as required shall occur until a uniform stand of
nrnss h~.~5 heen estahlished 7 7
Q SHEET
NOTE
F~,r Single se.edin, J~~pl~;~ati0n5 the t(lilawln(,' SOII amendment
rates. Shall apply.
Lune - two and -ne ho.` 1!) ton. per acre 151bs /1000sf j.
'i F p~fjl'I~ar - e t,,al! ilk! rer ]~'E' I SIC Uoi]

~ i x ~P~N~
QECP , ~
1 1 2" I-2 ASPHALT ' ~ ~ - Q r
AREAS EXCEEDING 15~ GRADE W: GRADE ~ v ; ~
45' RIGHT OF WAY F WA., ~ ~ 100 RIGHT 0
- - y . s~ti
6' 16' STONE 6' 6' 70~ STONE 6' ~ 0~ Nx~
~ , ~ SHOULDER SHOULDER 2 SHOULDER SHOULDER
~ 3 ~ 3
EXISTING 1~ 1 XISTIN 4 ~ 1 E G ~ r-
~ /K GRADE GRADE
-•-~r~`~~ DITCH 6" ABC STONE BASE SITE ~ DITCH 6" ABC STONE BASE

1
N N TS
• aJ
w M a ~
7 N 00 M
Al 2~ h ay W m~A ~I
~ W A
CT SUMMARY ~ ~ ~ PROJE
U ~K~
0 xwa TOTAL PROJECT SIZE 108.4 AC. ~ ~ a ~
TOTAL PHASE 1 AREA 58.79 AC. Ul W
49.61 AC. ~ w TOTAL PHASE 2 AREA
NUMBER OF SINGLE FAM. DET. LOTS 30 ~
MINIMUM LOT SIZE 87,9915@. FT. (2.02 AC.) A
MAXiNUId LOT SIZE 274,863 SQ. FT. (6.31 AC)
OPOSED PRIVATE ROADS 2465 FT. LENGTH OF PR
WATER SYSTEM INDMDUAL ~
INDNIDUAL ~ p q SEWER SYSTEM f!~ m
z =N a
9'~Z• , ZONING OU (OPEN USE DIST.)
R [z FIRE DISTRICT GREEN RNE ~1 a
~~~P ~ ti9?~:;~ PIN N0. 9554-33-8300 ca 9 ~-I ~
i NATERSHED N A N ~ ° ~ / w
' ElQSfING `ZbZ~ • ~ GREEN RIVER ~ ~ b TOIYNSHIP ~ C d~
24 C1[P ~ ~x
L!~',Ngb ~ . ff;D (;k(•;F;
PROJECT S1CN
' ElQS'PiNG'~.~ ~,F ~E~a~r,~s ar,~ r c~~~FZCF~'
24" C11P 2316
r~
~ LEGEND
, Q z ~ sETa~ac ~ -
4 fil Ac sa ~cka 45' EASPJtENT ~ L_~ r ` ~a ~
r 60' k.C.rv _ .5 1HE l_i~~1F ' - - - sTaEEt a.o.w. O
.e:. 79.''~`~53 - - - sTREEr ~ Q
PROPOSED CULVERT ~.~~G ~ - PR T NES =
447.14• ~ ~ E1 ? •.s~. a 4 ?,2 Ac 1~ 18~ CYP TO _ OPOSED LO U ~
~ 7 k ' ~ i " 'r` ~uC~ ~ PROPERTY UNE ~ ` O
. ~ Z
• - Ip ~ . ° ~ 4.36 Ac. .
o ~ ~ t~ \
~ ~ ? .4
2. ~4 Ac. 2,60 Ac. . . ~ - ~ .BLS 2.39 Ac.
..58.79 A .
~ J45' _ b. nor.,
773'
6.16 Ac. u 6.18 AC.
4.09 Ac. ~ , 0 /
2.99 Ac. ~R
b . 5.74 Ac. N ~ ' I ' 2.02 Ac.
2.29 Ac. ~ ;
3.12 Ac. 3.86
3.14 Ac. , 1 ~
P SE I . ctt~-n~- ~ ~ . ~.~J
~ ~ '('RAIL ~ . --r-_ ~ '~G~ 415.95 38' C CC8) ~
PHASE II tt~ ( ~o ~ l s (pR~ ~ , ~ s .
t~, - ~ j 3} 3~ ~ ~ rn. y
• aa b i' h ~ ; / ' CED SPRIN CEDAR SPRINGS
U ' ~ B TIST CHURCH BAPTIST CHURCH
I ~ eo. 4.46 Ac. a ~~h 2.27 Ac, a/,~, 7~15~
2.70 Ac. 2. 5 Ac. 3.10 Ac. ~ 9 2.58 Ac.
' ~ 2.81 Ac. ~ -
, ~ ~ EVERET T. BA YN 6.3„ Ac t' 3.44 AC. 3i' ~2~~r 3821 FRET T. BA vN
~ 3 s-. 397 ~ h~,~ 2 ~
' POTENTIAL 1fATER .
POINT • HOB'S CREEK
~ ~ RD. ~ RNER ~
~ / ~ ti ~ ~ ` ~ ARD \ ~ R(1VER W C~ 1
_ 2.97 Ac. mob' ' / 21105
_ . . , • ~ y6= . '~i• ~ EDWARD S. WARD C 0
• F~.~ ~ E,,, 3.33 Ac. i~cs ~ 3.21 Ac. ~ 09 cn
4 ~ ~~4t/ 6.31 Ac
c
~'~r ~
\
110' GROVER WARD 382'05
1 ' ~ 3.56 Ac. Y
szs, ,E4 ' } } m
~ m ~ ~ ~
eh ti~ 8q ~ ~a,/'S'1 ~~~~3 =o 0
34 ~ MARK SEARCY dba SO ~ • ~ 4.os Ac. ' DEV. INC - O11NER ~ Z = N dba SOUTHERN Q
v rove i eox J ~ 1 ~ a~ o
z~ooie~, xc ae7~o o~ ~ E87'90 O " ~ ~ I ~ E ~o
1' ~9• ~9 - ~ ~ z ~ ~
.,~6 LUTH~ E. SMITH AND ~ E.D. w~~~; k~~ ,1aMES ~ SHER~tgn ~rrH AND ~ssaCIATES, P.A. LAND PLANNER ~ ~ Q w
301;16.{, 5 914,'6 ,t O$O a
FREELI~iD CLINKSCALE INI{SCALE ASSOCIATES - ~YOR
~n9 f11~ ~9tn we ~{R ri ir'f T
} IVIIL~, NC 28TH w um
Zoo Cv m P
OF I
R
I I.

SETBA;,K LINE (TtiP.)
~ ~,R~~ tk
\ ~ ~ ~ ~ - 1 1~2" I-2 ASPHALT AREAS EXCEEDING 1~~ GRADE X . I,,% GRADt
~ ~ ' T ~ F 'JJAY~ ~ ~ ~cr ~ ~ 100 RI .H )
45' RIGHT OF WAY m - - - - O ~ .
s~ ~ Q ~ L~1 " 6' 70' STONE - ~ pp
0 6' _ 16' STONE 6' - ~ 1/2 ~ R I~;NOULDER ~ ~ S N a' ~ SHOULDER
Lor uNE , ~ SHOULDER ,.NOULDE off': / ~ , 1 1 \ 3 ~ ~ ~~a ~
R ? ~ EXIST,NG r- ~ 1 Fh~ / GRADE I EXI'~TIN~ " fir- --_..__1 QN X L\)
50 S.B. ~ 50 S.B. ~ GRADE ~
DITCH 6" ABC STONE BA.,E ~ 6" A8C .NONE BASE DITCH
•"c~~, m SITE ~
~ o
~ ~ _ i
_ _ - ~ - -
1 N T'~
sr~EEr - -

C L LO SE B C , ~ KfA. _
~J /
~
1
~ - I ~ II ' ~ A-+ Q
~ ~ ~i ~ / 77 I ~ ~ ~~m~ o ~
N m U1 ~ v,
W Q I ~ ~ m a
,~_I~F~ ~'..~b ' J ~ ~
i ~i,~~i
'-i; %,PHASE ~i ~ %i ~ ` -EX ST NG ~ ' ~ I I / ~ / , /~i ~ , ~ ~ t_._._--- i ~ " " C G x ~
~ 6 , , ,Lh U c "s
~,fZ1 24 CMP I,[) i, 2 PHASE II ~ / ~ ~ ~ w ~ , i I ~ 1' l; . t Ala
~ -EXISTING 9 ~ ~ 6 , 1/ Q W ~ ~ ~
5 2~ ~ 24 CMP F,XI~TING ~ ~ .I~ NG ~ ~ ~ , ~ EXISTING - ~ ~ TI
\ ff P
18 CMP . PROJECT SIGN MP TO ~ ~ 18 CMP TO A C S
. I HE REPLA GED B~ REPLACI~D ~ ~ REPLA I
PHASE MAF' . ~ , ~ , i 1 /r.
~ r' f ~ ~
. ~ ~ z • _ -r. Q \ U~ d m
~ _ 50' ~ ' ~ ~ ROW ~ , . ~ ~ ~
J ~ ~ C, ~ z ~ I ~ ~ < u
~...r f ~ \ II r
'i'% t i r F ~
I: ~ ~ ~ ~ . ~ , ~ U '7' QI
~ . ~ ~ ~x
' ~ ~ I ~ ~
~ I.
~ ~
~ ~ ~ ~ .iii AC ~ I ~ ' ~ ~ j
: N V ~
G . I ~ ~ ' Q
~ s 16 a~. z
~ i-i d o
45 E SEMENT ~ ~ ~-~•~w . , ' • ~ v, <f
509 - ~ ~ J ,S•. ~
'
, _ ~ ~ 3 d6 Ac. _ ~
4°'' ~ 9' j~'~ j i~
E N.
• 49 ~ 10 ;
6 $ a - S ~ o ~ 5g ~ 5,74 Ac.
~ 47 4 ~ 1
~ •
. ~ , ~
~ `T ~ ~ \ ~ ~ ~ ~ ~
M ~ 2.02 Ac.
2.39 Ac. I x..61 Ac. \ ~ 2.99 Ac
~ ,S~ >
> ~ 4.09 Ac _
~ 2 'r'3 Ac ~ ,.j~
u~ '1 6 ~ 1 ~i 6 W ~ ~ ~
~t- 3 CO 35 I - 0 vti W
tL~ I i ~ 1 Q, . a
c C ~ ~ v p o
1 ~g N ~ v N 4
' _ :a~~ w 45 ' ' - - . ~ 1 45 2~9 _ W cr ; 4
~ ~ ~ ROW
~ ROw ~c~ ~ ~ "t _ ~ -r 7 i-, , ~ . NOTES.
i ~ 1. KOAI) GRADE INDICATED BASED q ,
2.29 Ac. ~ S ; ' , ; ~ UN FIELD PROFILES. 4.46 Ac. ~r
S o gp~ ~~l 2. TOPO INTERQOLATED FROM
s~ s' , C~~ tISGS MAPPING.
- 'V ~ 2 -
~ 45' RGW o
~
.14 Ac. ~ ~ v ' ~ 3 / i~ ~i ~ ~
1 l { / t n ,
- U - E-S C TEMP. C L D A f~~ ;1 ~ ~ r J ~
~r. ~ FUTURE ~ or TURN AROU~i ~ r ~ 6 ~
s.iz A~ PHASE II ~ w ~ '1 S ~ ~ ~ ~ ~ . r~`, r ~~"j ~ 0 ~~X~ ,«i ~
• i RO DS , C"~ i> ~S '
- ~ , \ A ry
8 ~ r3 . ~ ~ , Y CT SUMMARY PRUDE i
~ 3 • '-,4 a~ ~~!~~"~•I 3 ~ , ; . ~ ~ ~ti~ r~ ~
a R35 TOTAL PROJECT SIZE 108.4 AC. ~ ~ n ~ c~ m w ~ ~
d i TOTAL PHASE 1 AREA 58.79 AC. a? J W 3 o' ~ ~ ° o
' f ~ Nt1MBER OF SINGLE FAM. DE1. LOTS 16 u i ~
4~3 , ~ J 87 9915 FP. 2.02 AC. " w = MINIMUM LOT SIZE Q ( )
1 w= ~ MAXIMUM LOT SIZE 250,034 SQ. FT. (5.74 AC) o a ; ° rn~n~'"
(E f . LENGTH OF PROPOSEI) PRNATE ROADS 2465 FT. ~ ~ ~ ~ o ~
I N DEV. C OWNER IND UAL `i ~ Z > W
MARK MARK SEARCY dba SOUTHER Iii WATER SYSTEM IVID ~ w ~
LEGEND >~vR i ~ meu SEWER SYSTEM 1NDMDUAL o ~ ~ ~ ° Z®(AIQA, qC 8~0 " a
ZONING OU (OPEN USE DIST.)
• - FUTURE ~"E . s~Et a.o.w. LUTHEI LUTHER E. SMITH AND ASSOCIATES, P.A. - LAND PLANNER FIRE DISTRICT GREEN RIVER SHEET
U1.TAQTi' TT nrr • nn nnnn
1 lir1U L1 ii - STREET FIN NU. auag-ja-aauu
ROAD FREED PROPOSED CULVERT - FIREELAND CLiNKSCALE ASSOCIATES SURVEYOR WATERSHED N/A
PRIVATE PROPOM LOT LINES PROPERTY LINE SK OW =D •R• TOWNSHIP GREEN RIVER
SUBMITTED TO HENDERSON CCUNTY FOR DEVELOPMENT 0F
REVIEW SEPETEMBER 28, 2001