20021083 Ver 1_COMPLETE FILE_20020705

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r
October 23, 2002
DWQ# 02-1083
Burke County
Mr. Travis Kanupp
Kanupp Properties, LLC
5581 Mineral Springs Mountain Road
Connelly Springs, NC, 28612
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Kanupp:
You have our approval, in accordance with the attached conditions, to place fill in 140 linear feet of streams in order to
construct a road crossing at the Camp Creek Estates subdivision in Burke County, as described in your application received
by the Division of Water Quality on July 5, 2002 and in additional correspondence received September 12, 2002. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3375,
which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use
Nationwide Permit Number 14 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any other
federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying
404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland and/or stream fills for this project (now or in the future) including future phases
of this subdivision exceed one acre or 150 linear feet of perennial streams, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
1. The culvert must be designed, constructed and placed to allow aquatic life passage;
2. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional 'wetlands and waters or
areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this
letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from
the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands .
3. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, Mail Service Center 6714,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Jim Reid in DWQ's Asheville Regional Office at 828-251-6208 or Cyndi Karoly in the
Central Office in Raleigh 919-733-9721.
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
f. Klimek, P. c7l
. / - 4%
(919) 733-701 Customer Service
1 800 623-7748
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
Benjamin Thomas, 405 S. Sterling St., Morganton, NC, 28655
John Cannon, 405 S. Sterling St., Morganton, NC, 28655
021083
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Camp Creek Estates
Project Number 02 1083
Recvd From APP
Received Date 7/5/02 Recvd By Region 10/2/2002
Project Type road crossing
Certificates
Permit Wetland Wetland
Type Type Impact
14 1 Stream ID YO N
Y ON
Jim Reid
County Burke
County2
Region Asheville
Stream Stream Impacts (ft.)
Wetland Stream Class Acres Feet
Score Index Prim. Supp. Basin Req. Req.
11-12-7 ?F- 30,830. F- 140.00 ?- 140.00
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 0 N
Provided by Region: Latitude (ddmmss) 35 39 30
Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Longitude (ddmmss) 81 27 20
cc: Regional Office
Central Office Page Number 1
Facility Name Camp Creek Estates
Project Number 02 1083
Comments (continued from page 1):
County Burke
Regional Contact:
Date:
Jim Reid
cc: Regional Office
Central Office Page Number 2
West Consultants, PLLC
L!?Of/d!!(LI9l?!/ (C'1[f/?i//.P-ffd
September 4, 2002
Mr. John R. Dorney
NC Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Camp Creek Estates
DWQ #02-1083
Burke County
?I T7
12 2002
Dear Mr. Dorney:
Please find enclosed seven copies of plan sheets 1 and 2 of 5 for the Camp Creek Estates
Subdivision. Please note that the cul-de-sacs for Camp Creek Drive (Street "A") and Blue
Creek Street (Street "E") have been combined into one cul-de-sac and Blue Creek Street
(Street "E") has been deleted. Also the access to lot 38 is shown to cross the proposed 42"
pipe which crosses Camp Creek Drive (Street "A"). These changes should minimize any
impacts to the existing small branch.
If you have any questions about these changes, please call me at [phone]. Thank you
for your assistance in this project.
Sincerely,
WEST CONSULTANTS, PLLC
Be amin B. Thomas, P.E.
BBT/jc/kj
405 S STERLING ST. • MORGANTON, NC 28655 • 828-433-5661 FAX: [phone]
i
? 'aye Check List
ate:
Pr Name:
To: 6-ARO
? FRO
? MRO
? RRO
Mike Parker
Ken Averitte
Mike Parker
Steve Mitchell
DWQ#: F-) ?. lOg 3
County: ba V
? WaRO Deborah Sawyer
? WiRO Joanne Steenhuis
? WSRO Jennifer Frye
Telephone : (919) 1 ? 4
From:
1 The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.

7 a en impac e
,
Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
August 13, 2002
DWQ # 02-1083
Burke County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Kanupp Properties, LLC
5581 Mineral Springs Mountain Road
Connelly Springs, NC 28612
Dear Sirs:
On August 7, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetland for the purpose of constructing a road crossing for
Camp Creek Estates on SR 1804 in Burke County. Approval from DWQ is required to disturb these
areas. Please provide seven copies of the following information and refer to the DWQ# listed above
in your reply. In particular as described in 15A NCAC 213 .0502, we will require you to locate all
streams and ponds on the property. Please show these on maps of suitable scale (for instance 1" _
100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H.0500.
1. The end of Camp Creek Drive contains a cul-de-sac very close to the "small branch"/stream.
Please provide additional information as to why the road cannot be moved further away.
Possibly combing the cul-de-sac of Blue Creek Street and Camp Creek Drive into a single
cul-de-sac. A preliminary review indicates that it may be possible to retain the same
number of lots with only using a single cul-de-sac that crosses the stream at more of a
perpendicular angle thereby reducing impacts to the stream.
2. Please provide information on how you intend to access lot 38. Specifically will any
impacts to the stream be required for a driveway?
Please telephone me at 919-733-1786 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Program
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
e?. ,kfir'i 00" Ao/j
Dz /083 (co
o s ? n?
Office Use Only: Form Version February 2002
USAGE Action III No.' DWQ No.
H any parncuiar Item is not appticablcL to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank
I. Processing
1. Check all of the approval(s) requested for this projei
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s)
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: Kanunp_Prooerties. LLC
Mailing Address: 5581 Mineral Springs Mountain Road
Connelly Springs, NG 28612
Telephone Number: 8 2 8- 413 - 4 5 5 7 Fax Number:
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:. N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
M. 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. Nameofproject: Camp Creek Estates
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 9 9 - 5 4 -1- 4
4. Location
County: Burke Nearest Town: 1 d e b ran
Subdivision name (include phasellot number): Camp C r e ek Estates
Directions to site (include road numbers, landmarks, etc.): o n t h e E a q t s; d P o f
SR 1804, 800 Ft. South of the Intersection of SR 1800 and
SR 18M?_.
5. Site coordinates, if available (UTM or Lat/Long): N 3 5 1 - 3 9.4 8 9 ' W810-27-465'
(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 Grassland & Timber
7. Property size (acres): 43.744
8. Nearest body of water (stream/river/sound/ocean/lake): Camp Creek
9. River Basin: Catawba River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htto://h22.eDL4t Ate ag,gl/gd i man .)
Page 6 of 12
10. Describe the purpose of the proposed work: C u l v e r t t o car r y r u n o f f under a
proposed road for a new subdivision.
11. List the type of equipment to be used to construct the project: Loader / B a c k h o e ,
Dozer, and Truck
12. Des e. land use in the vicinity of this project Rural Residential, Farming
an limber
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Nie
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a brief written description of the proposed impacts- Install 140 L F of 42"
diameter C.M. Pipe in a small branch. Construct roe way
i over this pipe.
2. Individually list wetland impacts below: N/A
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***

* List each impact se parately and identify t emporary im pacts. Impacts include but are not limited to: me chanized A-4-- fill
13?8+
excavation, flooding, ditching/drainage, etc. For dams, separately list im .
pacts 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 athtin://www.fema.eov.
•*• List a vietland 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 all existing wetlands on the property: N/A
Total area of wetland impact proposed: N 7A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Im t Perennial or
Intermittent?
lease eci
U .T. Camp Cre ek 3 Perennial

* List each impact s eparately and identify temporary Impa cts. linnacts include- but ere not limited tn• mAwm ic anA ncc ;afwrl rin-mn
dams (separately list impacts due to both structure and flood
mg), relocation (mclude 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. USCI,S maps are available through the USGS at 1.800-358-9616, or online at
www.asm.goy. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www manauest_.eom etc.).
'
Cumulative impacts (linear distance in feet) to all streams on site: 140
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other %ter of the U.S.) below: N/A
Open Water Impact
Site Number
indicate an map) 4
Type of Impact* Area of
impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each mnoe.f
_-_ .. --r --- F-- -.7 a.....w y Lc pu" " uupacu. Lmpacts include, but are not IlnUted to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation N/A
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:
VII. Impact Justification (Avoidance and Minimization)

vim
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.
This culvert will be installed using currant erosion and
sedimentation control practices. THe culvert is necessary or
construction of the street which will provide access for subdivic
lots. Rip rap channels, temporary diversions, an temporary
sediment traps will be use to pro ec the stream uring cu vert
d oadway fill construction. All exposed areas will be seeded
411%1gafion immediately following installation.
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.
N/A
Page 9 of 12
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 fie 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
httn://h2o.enr.state.nc.us/ncwetlands/4rimgide htmI.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
K/A
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-/lh2n-cnr-gtatc.nc.us/wro/index.httn If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N / A
Amount of Riparian wetland mitigation requested (acres): N .LA
Amount of Non-riparian wetland mitigation requested (acres): m / A
Amount of Coastal wetland mitigation requested (acres): NIA
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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/SPPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes [I No ] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Miti ation
1 3
2 1.5
Total
,Lonci extenas out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
if buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Properly, 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.
N/d
M. 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.
Existing = 1.20 AC, proposed = 3.87 AC. Total = 5.07 AC. (See
calculations). ' 43.744 AC. Total = 11.59% Impervious
Erosion control practices will be used during construction.
Mt. 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 cra?ity of the subject facilitm 4
Lots will have individual septic system or sewer treat ent.
X11L Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No U
MV. 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).
Ni A
6-CW) g-D?)-
Applica5VAPnt's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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West Consultants, PLLC
July 31, 2002
Mr. John R. Dorney
401 Water Quality Certification Program
NC Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: DWQ #02-0183 - Burke County
Kanupp Properties, LLC
Dear Mr. Dorney:

Please find enclosed seven copies of the revised subdivision plat for the Camp Creek Estates
Subdivision, which is located on SR 1804 in Burke County. You will notice that the lot in
question (lot 47) has now been combined with the existing lot 46 to a new lot with revised
number 43.
Discussions with the developer indicate that no proposed construction, either for dwellings or
access, will impact the small branch shown on the plan. The only impact would be for the
installation of 142 LF of 42" pipe, which is shown on the original application.
If you have any other questions about this proposed project, please call me at (828) 433-
5661. Thank you for your assistance.
Sincerely,
WEST CONSULTANTS, PLLC
B 4ja 'n . Thomas, P.E.
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cc: Tim Smith, Asheville - tJS
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405 S STERLING ST • MORGANTON, NC 28655 • 828-433-5661 FAX [phone]
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July 22, 2002
DWQ # 02-0183
Burke County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Kanupp Properties, LLC
5581 Mineral Springs Mountain Road
Connelly Springs, NC 28612
Dear Sirs:
On July 5, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetland for the purpose of constructing a road crossing for
Camp Creek Estates on SR 1804 in Burke County. Approval from DWQ is required to disturb these
areas. Please provide seven copies of the following information and refer to the DWQ# listed above
in your reply. Please discuss whether all lots are buildable for this subdivision without further stream
impact. In particular lot # 47 seems problematic in this regard.
Please telephone me at 919-733-1786 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 21-1.0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
4Q?f
l R. Dorney
Water Quality Ce fication Program
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
W AT
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> -1
July 10, 2002
Burke County
DWQ Project #: 02-1083
Project Name: Camp Creek Estates
APPROVAL OF 401Quality Certification with ADDITIONAL CONDITIONS
Kanupp Properties, LLC
Attn: Travis Kanupp
5581 Mineral Springs Mountain Road
Connelly Springs, NC 28612
Dear Mr. Kanupp:
You have our approval, in accordance with the attached conditions, to impact 140 feet of stream
for the purpose of a road crossing at Camp Creek Estates as you described in your application dated
June 28, 2002. After reviewing your application, we have decided that this fill is covered by General
Water Quality Certification Number 3375, which may be viewed on our website at
http://h2o.enr. state. nc. us/ncwetlands. This certification allows you to use General Permit Number 14
when the Corps of Engineers issues it. 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, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval
will expire when the accompanying 404 or CAMA 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
except as modified below. If you change your project, you must notify us and you may be required to
send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland 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) (6) and (7). This approval shall expire when the
corresponding Natioi.wide Permit expires or as otherwise provided in the General Certification. For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
1. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
I MANIT
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
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 John Dorney at 919-733-1786 or Mike Parker at
our Asheville Regional Office at 828-251-6208.
Sincerely,
Alan W. Klimek, P.E., Director
Attachments
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
File copy
Central Files
John Cannon, West Consultants, PLLC
4
WQC #3375
"NUMBER 14 (ROAD CROSSINGS) AND REGIONAL GENERAL PERMIT 198200031 (WORK
ED WITH BRIDGE CONSTRUCTION MAINTENANCE OR REPAIR CONDUCTED BY NCDOT
OTHER GOVERNMENT AGENCIES)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for the discharge of fill material to waters
and adjacent wetland areas which are above headwaters or to wetland areas that are not a part of the surface
tributary system to interstate waters or navigable waters of the United States (i.e., isolated wetlands) as
described in 33 CFR 330 Appendix A (B) (14) of the Corps of Engineers regulations (Nationwide Permit No. 14
and Regional General Permit 198200031) and for the Riparian Area Protection Rules (Buffer Rules) in 15A
NCAC 2B .0200. The category of activities shall include any fill activity for road crossings and is limited to fill
less than one-third acre in tidal waters and less than one-half acre in non-tidal waters. This Certification replaces
Water Quality Certification Number 2177 issued on November 5, 1987, Water Quality Certification Number 2666
issued on January 21, 1992, Water Quality Certification Number 2732 issued on May 1, 1992, Water Quality
Certification Number 3103 issued on February 11, 1997, and Water Quality Certification Number 3289 issued on
June 1, 2000. This WQC is rescinded when the Corps of Engineers re-authorizes Nationwide Permit 14 or
Regional General Permit 198200031 or when deemed appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate applicable
portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in
accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
Streams - Impacts to streams as determined by the Division of Water Quality shall be measured as
length of the centerline of the normal flow channel. Permanent and/or temporary stream impacts
shall be enumerated on the entire project for all impacts regardless of which 404 Nationwide Permits
are used. Stream relocations and stream bed and/or bank hardening are considered to be
permanent stream impacts. Any activity that results in a loss of use of stream functions including but
not limited to filling, relocating, flooding, dredging and complete shading shall be considered stream
impacts. Enumeration of impacts to streams shall include streams enclosed by bottomless culverts,
bottomless arches or other spanning structures when a 404 Permit is used anywhere in a project
unless the entire structure (including construction impacts) spans the entire bed and both banks of
the stream, is only used for a road, driveway or path crossing, and is not mitered to follow the stream
pattern. Impacts for dam footprints and flooding will count toward the threshold for stream impacts,
but flooding upstream of the dam will not (as long as no filling, excavation, relocation or other
modification of the existing stream dimension, pattern or profile occurs) count towards mitigation.
Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall be measured as
area. Permanent and/or temporary wetland impacts shall be enumerated on the entire project for all
impacts regardless of which 404 Nationwide Permits are used. Any activity that results in a loss of
use of wetland functions including but not limited to filling, draining, and flooding shall be considered
wetland impacts. Enumeration of impacts to wetlands shall include activities that change the
hydrology of a wetland when a 404 Permit is used anywhere in a project.
Lakes and Ponds - Lake and Pond Impacts Enumeration- Impacts to waters other than streams and
wetlands as determined by the Division of Water Quality shall be measured as area. Permanent
and/or temporary water impacts shall be enumerated on the entire project for all impacts proposed
regardless of which 404 Nationwide Permits are used. Any activity that results in a loss of use of
aquatic functions including but not limited to filling and dredging shall be considered waters impacts;
2. Proposed fill or substantial modification of wetlands or waters (including streams) under this General
Certification requires application to and prior written concurrence from the Division of Water Quality;
WQC #3375
3. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or any other major
river basins with Riparian Area Protection Rules [Buffer Rules) in effect at the time of application) requires
written concurrence for this Certification from DWQ in accordance with 15A NCAC 213.0200. Activities
listed as "exempt" from these rules do not need to apply for written concurrence under this Certification.
New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional
wetlands or not) within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 2B.0200. All new development shall be located,
designed, constructed, and maintained to have minimal disturbance to protect water quality to the
maximum extent practicable through the use of best management practices;
4. Additional site-specific stormwater management requirements may be added to this Certification at
DWQ's discretion on a case by case basis for projects that have or are anticipated to have impervious
cover of greater than 30 percent. Site-specific stormwater management shall be designed to remove 85%
TSS according to the latest version of DWQ's Stormwater Best Management Practices manual at a
minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as watersheds
that are classified as nutrient sensitive waters (NSW), water supply waters (WS), trout waters (Tr), high
quality waters (HQW), and outstanding resource waters (ORW), the Division shall require that extended
detention wetlands, bio-retention areas, and ponds followed by forested filter strips (designed according
to latest version of the NC DENR Stormwater Best Management Practices Manual) be constructed as
part of the stormwater management plan when a site-specific stormwater management plan is required.
Alternative designs may be requested by the applicant and will be reviewed on a case-by-case basis by
the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other existing state
stormwater programs including appropriate local programs are sufficient to satisfy this Condition as long
as the stormwater management plans meet or exceed the design requirements specified in this
condition. This condition applies unless more stringent requirements are in effect from other state water
quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater management plan shall
be approved in writing by the Division of Water Quality's Wetlands Unit before the impacts specified
in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly
approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site, the facilities (as
approved by the Wetlands Unit) shall be constructed and operational, and the stormwater
management plan (as approved by the Wetlands Unit) shall be implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as drainage patterns
must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written authorization from
the Division of Water Quality.
5. Compensatory stream mitigation shall be required at a 1:1 ratio for all perennial and intermittent stream
impacts equal to or exceeding 150 feet and that require application to DWQ in watersheds classified as
ORW, HQW, Tr, WS-1 and WS-II;
6. In accordance with North Carolina General Statute Section 143-215.3D(e), any application for a 401
Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit,
one payment to both agencies shall be submitted and will be the higher of the two fees;
7. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for impacts to 150
linear feet or more of streams and/or one acre or more of wetlands. For linear public transportation
WQC #3375
projects, impacts equal to or exceeding 150 feet per stream may require mitigation. In addition, buffer
mitigation may be required for any project with Buffer Rules in effect at the time of application for buffer
impacts resulting from activities classified as "allowable with mitigation" within the "Table of Uses" section
of the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer, wetland and
stream mitigation requirements shall be made for any Certification for this Nationwide Permit. The most
current design and monitoring protocols from DWQ shall be followed and written plans submitted for
DWQ approval as required in those protocols. When compensatory mitigation is required for a project,
the mitigation plans must be approved by DWQ in writing before the impacts approved by the
Certification occur, unless otherwise specified in the approval letter. The mitigation plan must be
implemented and/or constructed before any permanent building or structure on site is occupied. In the
case of public road projects, the mitigation plan must be implemented before the road is opened to the
travelling public. Projects may also be implemented once payment is made to a private mitigation bank
or other in-lieu fee program, as specified in the written concurrence of 401 Certification for a project.
Please note that if a stream relocation is conducted as a stream restoration as defined in The Internal
Technical Guide for Stream Work in North Carolina, April 2001, the restored length can be used as
compensatory mitigation for the impacts resulting from the relocation;
8. For any project involving re-alignment of streams, a stream relocation plan must be included with the 401
application for written DWQ approval. Relocated stream designs should include the same dimensions,
patterns and profiles as the existing channel, to the maximum extent practical. The new channel should
be constructed in the dry and water shall not be turned into the new channel until the banks are
stabilized. Vegetation used for bank stabilization shall be limited to native woody species, and should
include establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both
sides of the relocated channel to the maximum extent practical. A transitional phase incorporating coir
fiber and seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain
the physical integrity of the stream, but the applicant must provide written justification and any
calculations used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is
not practical on-site, then stream impact will need to be mitigated elsewhere;
9. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to
DWQ that providing passage would be impractical. Design and placement of culverts including open
bottom or bottomless arch culverts and other structures including temporary erosion control measures
shall not be conducted in a manner that may result in aggradation, degradation or significant changes in
hydrology of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be maintained if
requested to do so in writing by DWQ. Additionally, when roadways, causeways or other fill projects are
constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must
be provided to maintain the natural hydrology of the system as well as prevent constriction of the
floodway that may result in aggradation, degradation or significant changes in hydrology of streams or
wetlands;
10. That appropriate sediment and erosion control practices which equal or exceed those outlined in the most
recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the
"North Carolina Surface Mining Manual" whichever is more appropriate (available from the Division of
Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance with all
specifications governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed in wetlands and waters shall be removed and the
original grade restored within two months after the Division of Land Resources has released the project;
12. That additional site-specific conditions may be added to projects proposed under this Certification in
order to ensure compliance with all applicable water quality and effluent standards;
WQC #3375
13. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the
state until the concrete has hardened;
14. If an environmental document is required, this Certification is not valid until a Finding of No Significant
Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse;
15. If this Certification is used to access building sites, all lots owned by the applicant must be buildable
without additional fill beyond that explicitly allowed under other General Certifications. For road
construction purposes, this Certification shall only be utilized from natural high ground to natural high
ground;
16. When written concurrence is required, the applicant is required to use the most recent version of the
Certification of Completion form to notify DWQ when all work included in the 401 Certification has been
completed;
17. Concurrence from DWQ that this Certification applies to an individual project shall expire three years from
the date of the cover letter from DWQ or on the same day as the expiration date of the corresponding
Nationwide Permit 14 or Regional General Permit 198200031, whichever is sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project may result in
revocation of this Certification for the project and may also result in criminal and/or civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity that requires written concurrence
under this certification, if it is determined that the project is likely to have a significant adverse effect upon water
quality or degrade the waters so that existing uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a Certification
decision if deemed in the public's best interest by the Director of the North Carolina Division of Water Quality.
Effective date: 18 March 2002
DIVISION OF WATER QUALITY
By
Gregory J. Thorpe, Ph.D.
Acting Director
WQC # 3375
\O??F W A T ?q?G
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O 'C
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of Isolated Wetland Permit:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any subsequent
modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of
Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ by the
applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature:
If this project was designed by a Certified Professional
Date:
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Registration No.
Date
0 WK71
4
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
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WEST CONSULTANTS, PLLC
Consulting Engineers
405 South Sterling Street
MORGANTON, NORTH CAROLINA 28655
[phone]
NCDENR - Div. Of Water Quality
TO 401/Wetlands Unit
1650 Mail Service Center
Raleigh NC 27699-1650
WE ARE SENDING YOU
Shop drawings
Copy of letter
1
7
THESE ARE TRANSMITTED as checked below:
X
For your approval
For your use
As requested
For review and comment
FOR BIDS DUE/DATE:
Prints Plans
X
Change order Other:
Specifications
Check $200.00
Pre-Construction Application Form
Approved a bmitte
Approved as noted
Returned for corrections
Other
the following items.
Samples

copies for app
copies for distribution
corrected prints
PRINTS RETURNED AFTER LOAN TO US
REMARKS
One (1) copy of Permit to NC Wildlife Resources Commission.
One (1) copy of Permit to US Army Corps of Engineers.

LETTER OF
TRANSMITTAL
JOB NUMBER/PHONE I DATE 7 /2/02
ATTENTION
RECamp Creek Road and Subdiv.lStreets:
ECP, DOT & Drainage
Burke County, North Carolina
Travis Kanupp
Attached Under separate cover via
x
s
th. Resubmit
-; Submit

COPY TO SIGNED a"
If enclosures are not as noted, please notify us at once. •
PRODUCT 131277 FOLD AT (>) TO FIT COMPANION 771 DUO-VUE ENVELOPE. PRINTED IN U.S.A. B ,
STREET CONSTRUCTION SPECIFICATIONS.
All earthwork shall cor7ply with NCDOT re uirer~ents. All fill rater' l Construction Sequence and Maintennn P Plnni
~ q is shall be suitable earth free of organic natter, lar e rocks, or other debris. Fill raterial shall be placed in 6' to 8' la ers and co g
Y reacted after each la er is laced such that adequate corpaction is achieved. Excessively wet or dr raterial shall Y P Y not be used, Final corpaction at surface of subgrade 45' R W A, Construction Se uence~ ' / q ~o ~ e
o shall be 100% of Standard Proctor. ~ o I g' ig' g~ 5' 1, Place gravel construction entrance, to _
s~omn~ rwe~mvr nape 2, Construct temporary sediment traps.
~ Aggregate Base Course (ABC) shall be fror a NCDOT-ap roved uarr and x o P q y shall be corpactec! to 100% of raxirur density, • 1 3, Install silt fence ~ ` ' ~ n 1 4 FT /4 Ff. i~ rr 4, Install t
i? 9 ~ ~ The grading contractor shall provide independent soil densit and ABC d ~ emporary diversions, S, Begin clearing, grubbing, and rough grading y
~ a Y ensity tests suitable for docurentation to NCDOT. e• erec ~ sec r 6, Construct ermanent
SITE d As halt averent shall . ~c ~ P P be NCDOT Su er TYPICAL SECTION P channels _ ~ 7, Install storm drain pipe and outlet protection, Z STREETS 'B', 'D', AND 'E' 8, Place seed, fertilizer, and mulch on ll '
d p pave S9.5A, The asphalt concrete shall be supplied b a QMS certified su lier. The ~h I avin contra y PP ~ a~ p g ctor shall contact the local NCDOT District Office at the time avin is sched i a disturbed areas not p ve'd, ~ H N.T.S. 9, Place gravel base and pnve streets 3y a
a~ be present when sari le cores are taken P 9 u ed to allow DOT personnel to ~ P q ~
oR~ s o~ B, Maintenance Plan 50'RW
~o Roan ~ N ~ ~ ~o - ~ 1. Inspect all erosion control devices weekly and after each run-off
~ ~ o y ~ ~ o 0 0. e' 20' 8' g' d?' producing rainfall event,
~ o0 ~ ~ I ro 09 ~ aeoain>~ r~v~r 2. Remove accumulated sediment from traps when half full and repair or ~ ~j' - • ~ re lace ri -ra which has
~a ~ ~ ~ CHESTNU ~ r r~ R 1 4 FT. 1 4` liT. r Poe a ~ P P P been displaced or contaminated. FI ~ 3. After vegetation has been established, check for an bare s ots and W sa ~r ~ ~ y P a
~ F T DRNE D„~ re-seed, 0 e• srec os iec 1-z c~ 'td ~ lj 4, When vegetation is well established, remove all temporary erosion H
a ~ C 4 o ~ ~ control devices, grade those areas smooth and reseed. ~
S.R. 2502 W TYPICAL SECTION p x
VICINITY MAP N.T.S. ~o W STREETS `A' AND 'C' ~ t~~ ~ N W N.T.S, ~A 1 C°~ ~ ~
o I o N ~ m BETTY J. WRIGHT 0 WRIGHT ~ 1 ` x H
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TRUSTEES OF ~ ~ 765-1504 i04 ~ ~ ~ ~ a a y~ ~ ~ 5 1t\6 ~ ~
REUBEN M. & EFFIE M. THORNE W p WELCOME CHAPEL ~ W ~ Na
589-44 BAPTIST CHURCH ~ ~ zo x o
PLAT BOOK 5 PAGE 18 ~ 512-562 ti oo 0 U ~i
PLAT BOOK 5 PAGE 18 ~ \
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- - - - ~ S 46'05' 05'E V-SHAPED RIPRAP CHANNEL SCHEDULE TEMPORARY DIVERSION SCHEDULE N _ W
LINES TABLE 3,8,09' 1578.98' 283.93' 189.88' ,
COURSE BEARING DISTANCE ~ 1~•~ 125,00' , / \ 260.97 S 48'05'05"6 CHANNEL TOP WIDTH DEPTH 50 RIPRAP SIZE SHAPE: PARABOLIC
1 ~0'~ 323.38' p N0. FEET FEET INCHES c~ X75.00 1 - LINING: GRASS PER SEEDING SPECIFICATION CH1 4.0 0.5 12
L-1 N 05°03 05 E 30.33 54 o' in 1 CH2 6.0 0.5 9
• ~ m L-2 S 78 20 05"W 101.12 R 44 ~ CH3 4.0 0.5 g CHANNEL TOP WIDTH DEPTH
L-3 N 32'53'57"E 31.31' x - - - _ . ® i \ 53 L-4 N 32'53'57"E 92.61' w 264'x4 \ ~ ~0 45 r / / N0. FT. FT. 45 ~ . ~ ~ / x1 CH4 6.0 0.5 6
L 5 S 51 18 37 E 10.16 w 2sy \ ~ 52 m ~ / a I ~ -
L-6 S 36°28'00"E 39.40' a ~ ~j Z'1a A~ ~ /89a N CH6 6.0 0.6 15 TD1 4.0 0.5 ~~~HNa~
° 2 L-7 S 16 58 22 E 44.57 COY S. & SHERRY K. STILLWEL~ ~ \ eo 51 m ~0 a~ S ~ 'f' 2h o 1 ~ 1 1 ~ ~~~i a ~ .e ~ ~ CH7 4.0 0.5 9 TD2 4.0 0.5 S
~ ~ \ ~ ~ 112.97 _ ~ ~ I ~ CHB 4.0 0.5 TD3 4.0 0.5 @' ''ti +e ~ 112.97 ~ 7d CH10 4.0 0.5 9 TD4 4.0 0.5 ~ v
540-932 _ ~ 17 --_.04.75 \ \ 4 d A ~ 42 CH15 6.0 0.6 15 TD5 6.0 0.7 ~
PLAT BOOK 14 PAGE 28 ~ 14 U ~.yj, ,l ~ 3, \ ao
~ 88, ~yt t • / s 50 , 9~
B \ W ~ a a ~ ~ 3 A~ . 0 \ 8p \ a'~ a, 1 29 a ~ Q ~ 0 - 0~4 +i
A, ~ ? \ k / / ~ ~j~ , HEAD OF / 7I ~ / ~ dj +1
~ ~ j0\ 's~ BRANCH' w 3 ° S. , / . \ S\ ? ~ . ~ ~ JOHNNY R. REEP +i~~~ ,,d~~' f
° . ~ \ ? ti \ / ~ ~ ! o~ / 5 A. ~ / p. ~ 4g e°~' l ~ - 009 o ~ , ~ 2107 1 ~ ~ . ~
/ o a 0 a ~ o ~ 45 R 15 / ti e o ~ ~s a~ ~ 1 ~ o CATAA'BA COUNTY
- 0 . ~o. ~ L n w.r~ / 47 1 \ ~v p ~ C1 0 ~ 47 ~ cp I ~ m STORM DRAINAGE PIPE SCHEDULE
\ ~ CAL ~•~o a0 ~ti. bp~~: ~ /p~p O~ ~ ti ~ SPECIFICATIONS: - p ~ ~ (2 OPTIONS) USE CORRUGATED STEEL IN ACCORDANCE WITH
L~e C. ti • ~tc'~ ~ a tip •o ~ r \ ~ o. 48 ~ ~ AASHTO M36 OR HOPE DOUBLEWALL PIPE IN ACCORDANCE WITH AASHTO M294.
~ i pO (INSTALL PER NCDOT SPECIFICATIONS). d~ ~
® 0° ~o / ~ ~ \ 0 E L. & PEGGY L. BOSTAIN ~ ~ \ ti 17 .a p R G R v ~ 4 ~ do ~ 1 1 4 ~ a+, PIPE N0. DIAMETER LENGTH o ,fi 41 I INV. IN INV. OUT REMARKS ~ do ~ ~ ~ 1 I
456-483 /2• A ~ e 9 ~ 1~ 0 1 1 s" 7 '
951-1999 , \ o0 ~ i 211.43' 1 0 1205.0 1204.3 1' MIN. COVER 4 ~ ~ ~ " , p • ~ / - 2 18 80 1196.0 1195.2 1'
w° 6 ? p / PLAT BOOK 14 PAGE 28 19 ~ \ ~ ti 36 / MIN, COVER 1.00 ~ .e r~ ~ 3 24" 50' 1187.1 1187.2 1'
o 'fir, ~ 40 / ~ i _ _ MIN. COVER / 0 i j ~ 4 42" 140' 1142.7 1138.6 1' MIN. COVER
'1 Z ti »
ti ~ os~ ~ y~ o ~b ~,,o o ~ / ~o ~ ~ n , 5 24 60' 1171.6 1171,0 1' MIN. COVER o 'a w ~ 6 30" 40' 1172,5 USE OUTLET PROTECTION
4 ~ ? ~ / ,S ~ / ti ~ 0\ 1172.1 J
' ~ N ~ A 50 ( y ~ ~a+. 9 ~ 2 0 1165.0 1155.0 USE OUTLET PROTECTION Q„ 3 ~ 1
18 , ~ ii ~
l t ~ C' / \ ? ~ s ,~a ? ~ ~ ~ ~ PERMAN o ~ ~ ~ 1 o ENT CHANNEL SCHEDULE ~ 8 P ~ ~
\ 6 0
Y s ~ / ro o / ~ 22 S 8 r~• / ~ A _ 5 35 SHAPE: VSHAPED 22 w ~ LINING: GRASS PER SEEDING
R R ~ 5 ~ ~ ~ 0 / ~ ` ~ m \ SPECIFICATION \ ~ ~ a, 1 ~
s~•\ JAMES H. HILDEBRAN o~ ~ •~o c 0 15v• ~ , 9 ~ ~ ~ 1 1 u 1 CHANNEL TOP WIDTH DEP •o ~ TH TEMPORARY
o. / 02' 21 ~ \ 81,57' ~ ~ 231 ~ 1 N0. FT. FT. LINER
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~ d~ og / o~• ` ~~/o• ~ 5 0 1 1 ~ CH13 6.0 A Og ~ •s o ~ 0.8 STRAW WITH NET CH14 4.0 0.5 S ~
SYMMETRICAL CUL-DE-SAC NO CURB & GUTTER ti \ \ s 287.01' \ •s~, / 3h f ,qe o, ti• 9 _ _ TRAW WITH NET J~ 32 o c+~ ,1, N ~ ~ N ~ $ ~ ~ R+ opWo
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R. WAYNE & KATHERINE B. HERMAN ~ o. ~'e es. ?o ~ ~ ~ 30 O ~ ~ 3 3.0 9.8 19.6 4.0 / /
\ 199-668 ` ~ I 54 0 / 25 \ 50 0 ~ a 3.0 ~ ~ , 3g. b ~ ts.s 33.a 5.0 ' / A' ~ O ~0 ~ 5' 3.0 5.2 10.4 6.0 ~ ~ a ~
377-409 p / ti / / 0 \ tJl 6 3.0 10.8 21.6 9.0
11 3fOPE A9 RE UHiED 1' \ \ Q Py~ Fes, / \ s 9 0• ~ ~ 23 7 3.0 10.5 21.1 4.0 2~~ ~ .x.20' , ~ 1 ~,9\ / ~ s ` ~ ~ _ ~ I O 1 I ~ 8 3.0 14.0 27.9 4.0
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\ Z ~ / ~ o. „ ~ / ~ N / 29 PLACE WEIR ON LONG SIDE W
ETRICAL & T CUL-DE-SAC \ / ~ SYMM ~ / ' / 27 V \ yy H
NO CURB & GUTTER ~ ~ ~ ~ / 12 ~ \ \ / \ \ ~ 0 I Z ~ / 28 ~ ti ~ y I Q
NOT TO SCALE / \ m. / / / ?r xS I I / A ~
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/ \ / ~ w_0 OREN ~ ~ STEPHENS ROAD g gJ~ W ~
~ 379.97' / N 48'28'38"W 0 0 ft a ~
w ~ ~ m \ ~ W \ N 48'28 3811 577.12' V
50' TAPER / SIGHT TRIANG Y
io' 30 \ N a ~
R~r ~ en? ~ •P ~c1 EVELYN 0. ROGERS ~RTIN / d ~ ~ ~
70' R=30 LILLIAN R. MARTIN E97-112 1030 8 2 ~ > LI ftTIN m Id.I Q
~L S 804 - GLORIA M. MARTIN 864-1933 CATAIIBA COUNTY X97 V
440-67
9-5
INTERSECTION DETAIL >ti N,,, TOTAL AREA = 43.744 ACRES
NOT TO SCALE ~ SURVEY LEGEND ,~~R
pp~~ PP • 6lasrlxc IRO ~f, BY COORDINATES
L~~~ l~ ~ ~ n ronv aim
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EXISTING NAIL & CAP
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CORNER TREE ( TYPE NOTED )
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0 1+00,00 2+00.00

09 i
W py ,
6 ~ CF,RTIFICATE OF APPROVAL FOR RECORDING
0~ ~ z p I CERTIFY THAT THE PLAT SHOWN HEREON COMPLIES WITH THE
~ ~ 1'lATERSHED PROTECTION ORDINANCE AND 13 APPROVED BY THE ' ~ 9 50 R/W
a° 1ATERSHED REVIEW BOARD FOR RECORDING [N THE REGISTER OF DEEDS OFFICE. ~ ~
SITE d ' ~ 8 18 8 5 6' 5'
o ~ y ~ ~1a DATE CHAIRMAN, WATERSHED REVIEVf BOARD aHDU~aR rAV~xr ssov~n Dl~'CH iov~n D19'CH S
TORO ~ " " ° r PaR ~ 1 4 Ff. 1/4 /FT. i• PER rr 50' P~ I I
°R8N HENS ~ Q ~QE BTBC OR ° ° ° o o '~~l ~ ~~1 l 1
ROAD C1~' gOaO /
0 0• ~ ~ 0 0 9 ~ d o ~ ~ 3s,
~ ~ ~ ~ ~ '4 R 2y ~ ~
CHESTNUT ~ m F DRI ~ ~
d VE q 'j0o U C\]-~_ ~ O ,
r0 jj 18' 18 I ~ p ~ I
VICINITY MAP N.T.S. s.R. z5oz ~m w ~ p ~ NOT TO SCALE
o~~ I ~ n ~ p ~ 5,
a ti BETTY J. WRIGHT R.O.W. . J. WRIGHT ~ ~
o ~ _ '~0
TRUSTEES OF ~ 765 1504 REUBEN M. & EFFCE M. THOIINE o ~ WELCOME CHAPEL ~ 5-1504 ~1• SYMMETRICAL CUL-DE-SAC NO CURB & GUTTER
589-44 ~ w BAPTIST CHURCH ~ ,ti ~
PLAT BOOK 5 PAGE 18 ~ m
512-562 ~ " b~ m~
PLAT BOOK 6 PAGE 18 ~
~ ~ " - - - I S 48 05 05 E
LINES TABLE 318.0 ' 1578.98' 9 _ SYMMETRICAL & "T" CUL-DE-SAC
COURSE BEARING DISTANCE ~ - 1B3•aH' 125.00' ~ ~ NO CURB & GUTTER
125.00' t~ ~ ~ 280.97' S 48'05'05"E --r \ 96' e. a' 4' 260.97' 323.38' 1 _
L-1 N 05°03'05"E 30.33' ti ° 50 o°~ X75.00' I
L-2 S 78 20 05"W 101.12 W ~ ~ 0.7 0.79 AC. h°• I
L-3 N 32°53'57"E 31.31' x ~ ® \ - ! . 0.86 AC. 49 L-4 N 32 53 57 E 92.81 w 4 \ n~ 4, ~ ~ I ~ 41 0.76 AC. ~
S 51 16 37 E 10.16 w ~ 42 ~ / / ~ ~ / ~
L-6 S 36°28 00 E 39.40 \ 0.66 AC. M 48 rl ~ 3I.OPS A8 RLQUDZED j" p~
L-7 S 16°58'22"E 4 7' ~ \ 82 A. 4.5 COY S. & SHERRY K. STILLWELL ~ o ~ \ 6~• ~e ti s / 1 ~1 I
o / % 0 47 ~ \ ~ 0.62 AC. ~ oa / 1.84 AC. 1
540-932 ti ~ o 0.68 AC. ~
PLAT BOOK 14 PAGE 28 _ \ \ ~ \ g 1.14 AC. ~ / 11 u ~ y . 0.79 AC. ~ 39 d /
4 \ ~ ~ 1~ N ~ / T . ea. \ 0.85 AC. ~ \ . 2g 46 ~ 4a.21, / ~l 40 _ /
w UI ~ / ~ s q\ / ~ ~ i 1
L ~ m / a ~ ~ es.l ~D r ~j ~ ~ / i o s 1 ~.2e ~ 1'~
W ? \ I ~~W r HWDOP \ w ~ ~ lp S ~ \u^ ~ \ \ S S\ ~ ~f • BRANCH' / ~ ~ ~ 3.01 ~ 0.65 AC. ° ~ / ~
•o ~ g ~N \ ,r. / E~ ~ / .o ~ ~ JOHNNY R. REEP ° / ~ •
/ / 2 ! A. \ c 4~? R 12 ~ e~ \ ~ ~ ti 43 / ~ ~ 2107-1009
R ~ wEU, e ~ ~ 0.50 AC. e• \ '~j, / A' ~ ~ CATAWBA COUNTY
L- ~ \ cs C\L 0.53 AC. ~ °o. , ~2,,y ~ I ~ 1 q ~t / 0 ~ C1 o / t o I ro
t.,e 1, / 44 R/W yI ~ ~ s / 44 ~ ~
r ~ a ~s / oo \ \ \ 13 ~ \ 0.59 AC. \ 38 i / ,
~ 0.59 AC. ~ ~ o0 / NOT TO SCALE
ROGER L. & PEGGY L. BOSTAIN ~ \ 0.64 AC. 14 ~ 45 v 1 , ~ / \ '~r / 1.02 AC. 1 ~ 9~ ~ 1 1 1 a
456 483 ~ / , ~s. i 09 f 6 a
951-1999 ~ 0.54 AC. / 0.87 AC. / ~ 0.60 AC. PLAT BOOK 14 PAGE 28 wo 3 ~ r \ 6~~ ' ~ ~ 2 0.53 AC. 211.43' 1 a 0y 0 i /
~ 16 m \ tie 0 2~0' / ~ 33 t / ,
~ d \ ~ C\ ~ i / 37 /
m. \ ~ \ 0.66 AC. \ ~ i, ~ 0.55 AC. \ ~ \ ~ / ~ER,~FICATE OF APFROVAL BY T'dE PLANNING BOARD ~ ~ ~ °s. / . ~ / / 0.54 AC. 1.48 AC. / ~ / r F SIGHT TRIANG u~ inI~uiti i
~ y i o v \ °d. ~ \ ~ / ~ / / , ~ti' ~ I ~ (REQUIRED FOR W LESS THAN 28' ~ ~ 0.52 AC. ~ / 30' ~
I,_-_-_--_-_, CHAIRMAN OF THE PLANNING BOARD HEREBY CERTIFY G I ~ \ \ ~ ry r ~ 0.60 AC. THAT THE SAID BOARD FULLY APPROVED THE PRELIMINARY ~ ~ . 1' cr. ~ ~ ~ ~ la ~ B/Ir
PLAT \ / i OF THE SUBDMSION ENTITLED -_-CAMP_CREEK ESTATES \ ~ i ~ / ~ / ~ I
15 ~ THE _ DAY OF 2002. 0.71 AC. ~ ~ /~4• o, e~ / 1 L - - L
/ o / 4 . o P ~ / ~ / ? q / i 1 G o ~ 0 0.51 AC. 9 ao ~ / EXISTING ROAD
%6 0 \ ' may.
ti ~ ~ 2 CHAIRMAN 5 \ 0 ~ ~ 19 ~ ~ A = 50.4 32 nt / 19 ~ / / _ ~~,i w 35 4ti , / RECOMMENDED ROAD CONNECTION
/ / fy ~o ~ / 0.76 AC. , ~ ~T \ 9d / ~ `'f~ ~ ~ \ ~ ~ ~ ~ 0.85 C I~ / . ~ll~ f° ~ o~ 5i ~ ~ A . + ti_
JAMES H. HILDEBRAN ~ \ ~ .s 0.81 . 0.81 AC. tib°i ~ ~ , o i 's ~ ~ ~ I t 1
o~~ / o`~' 18 0• 897-158 00 / 1 ~ / ~ g ~ ` 81.57' 231 \ 1 ~
si / 6 ~ a ~ ~ PHASES
0 0.81 AC. / o G / tk , G~ o / ! x p
o ~ 0.97 AC. ti~ 17 \ .oo• tioi ~ , % / o ~ 30 ° 0.81 AC. a HASE I. LOTS 1 THRU 10
NOTES ~ ~ ~ s ~ o 0.54 AC. o° / f ~ / o PHASE II: LOTS 11 THRU 18 & 37 THRU 50 o / \ ~0 31 ~ I 1
/ 4 oM. (1) PROPERTY lS SUBJECT TO ALL RIGHTS OF WAY ~ ti \ 1 \ 1 0.7 c,A ~ .Q 0.53 AC. 1 \ ~ • / ~ PHASE III: LOTS 19 THRU 36 0.75 AC. / ~ ~
287.01 9 / AND EASEMENTS OF RECORD. "30'43"~I `~9 / i ro 29 °ti• ~ ~ / . / 0 0 / ti cn ~
N 58 .jB. . / 20 20 0 s 0.50 AC. ° b
(2) SURVEY CREATES ( )NEW PARCELS OF LAND. ~ ~ / •~i ~ ~ s ~ I ~
\ I / / \ \ o. ~ o. 0.70 AC. d ~e9 m 1 1 1 ~i,
\ ~ ~ / (3) AREA AS DETERMINED BY COORDINATES. \ ~ / 2 0.53 AC. ~
\ . i ~ 0.83 AC. / 21 / 0 28 r, / o / ~
w, o ~ \ / (4) NO HORIZONTAL CONTROL WITHIN RANGE. off, ~ / r\ / i / o. a / / ' ti6% ~ ~
R. WAYNE & KATHERINE B. HERMAN, o. ~e / ' ~ 9 . 1'11.51 ' 9~ cA / n ~
(5) ALL ROADS IN THIS SUBDIVISION WILL BE DEDICATED ~ 'dj, \ - ~ 27 ~ o ~ ~ 22 ~ G,
FOR PUBLIC USE AND WILL HE BUILT TO N.C.D.O.T. STANDARDS 199 668 0~' ~ 377-409 0°` ~ / a° 8.50 ti ~ ~ / ~ , 3 b ~
(B) THE PROPERTY SHOWN HEREON LD33 WITHIN THE W3 III P ~ / 8 / . ' / ~ ~ A 0.87 AC. o °o 0.65 AC. ° ~ ~ ~
PROTECTED AREA OF BU \ RKE COUNTY. / ,g\` \ s \ D• - ~ ~ / ~ ~ 232.20' " a I
\ 1\ \ 0.56 AC. , ~ ~s / y . O / ~ 1 1 1 ~ ' ~ a S
\ 2 c~~/ ~ ~a ~ . ~ 23 ~ - 2 •e . 1 ° _ 2 ~ ~G P /A-54~ 0 ~ ~ / ~
\
~ i ~ / \ 9 / ~ 0.74 AC. ~ 24 ~ 26 / ~
/ \ / \ / m. / / ~ ~ 1 25 0.72 AC. I 1 _
O.B7 AC. / 0.84 AC. ~ I 1 _ • \ TOTAL AREA 41.699 ACRES qa i 1
/ \ / qa X82 ~o CERTIFICATE OF TYPE OF SURVEY ~ / o ~ 0.65 AC. ~ ~
/ ~ e 2 to BY COORDINATES o f\ /
1 HEREBY CERTIFY THAT THIS SURVEY CREATES ASUBDIVISION / ~ \ ~ OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT / / o. \ \ ~a~ / _ RIB - ~ -
0.68 AC. HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. \ / / I Ac. TOTAL NUMBER OF LOTS = 50 ,i ~
~ , / 379.97 i7' OREN STEPHEN ~ ~ ~ SMALLEST LOT SIZ = 0. S ROAD / E 50 AC.
FLOOD PLAIN INFORMATION: / N 48'28'38"W 60 R M ~ Rl~ 38"W ~ ~
JOHN K. CAUSBY NCPL3 3188 THE SUBJECT PROPERTY ___~S N~'i'-___ LOCATED IN A SPECW, ~ ~ • N 48.28'38"W - -
# FLOOD HAZARD AREA AS DI'fERMINED BY "FEMA" FLOOD MA P COMMUNITY PANEL NUMBER 370034 027b C EFFECTNE D~Tl~7 _91_---_ 577.12
LILLIAN R. MARTIN MARTIN ° ~ EVELYN 0. ROGERS ~A ~
E97-112 GLORIA M. MARTIN ~ ~ LILLIAN R. MARTIN 1030-802
864-1933 3 E97-112 CATAWBA COUNTY
SURVEYOR'S CERTIFICATE 440-67 369-508
I, JOHN K. CAUSBY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL FIELD SURVEY MADE UNDER MY ~ _ SUPERVISION (DEED DESCRIPT]ON RECORDED IN BOOK SE_E_____ ~ CARO ~
PAGE ABOVE___ THAT THE BOUNDARIES NOT SURVEYED ARE / 0~~ - - ~N ~ LEGEND SURVEY OF PROPERTY FOR:
PLOTTED FROM INFORMATION HEREON; THAT THE RATIO OF ~ ~i ~ESS10 \ PRECISION AS CALCULATED IS 1: 1 ~ 40 ~ \ ~ ] 0.542 ;THAT THIS , , a_ ~l , , • EXISTING IRON ~r 0 IRON SET DAMP CREEK ESTATES
PLAT WAS PREPARED IN ACCORDANCE WITH N.C. STANDARDS OF SEAL c POINT ICARD TOWNSHIP BURKE COUNTY, N.C.
PRACTICE; NOT FOR RECORDATION. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION AND SEAL L-3188 100 0 100 200 300 ® EXISTING NAIL & CAP 4 P.K. NAIL SET SCALE : 1" = 100' DRAWN BY : JKC
THIS 31st _ DAY OF MAY A.D. 2002.
8 V~' ~''o.,uR GRAPHIC SCALE - A EXISTING STONE CORNER SMI DATA COLLECTOR CORNER TREE ( TYPE NOTED) DATE : MAY 31, 2002 FIELD CREW : JC KC JP ® POWER & TELEPHONE OR SERVICE POLE TAX MAP I.D. 99-54-1-
~ kN as , FEET JOHN K. CAUSBY NCPLS #3188 X. CA ? WATER METER # 4 & 5, 99-54-2-1 & 11
0 FIRE HYDRANT DEED REFERENCE ;DEED BOOK 715 PAGE 987 & DEED BOOK 732 PAGE 743
® N.C.D.O.T. R/W MONUMENT CAUSBY SURVEYING PH. #828-437-8041 DRAWING NO.
I 419 SOUTH KING STREET MORGANTON, N.C. 28665 01697

i
og
n Sy CERTIFICA ~ TE OF APPROVAL FOR RECORDING
g~ ~ I CERTD~ 1f THAT THE PLAT SHOWN HEREON COMPLIES WITH THE
x ~ WATERSHED PROTECTION ORDINANCE AND I9 APPROVED BY THE 5Q' R W ~9 ~ \
a° WATERSHED REVIEW BOARD FOR RECORDING 1N THE REGISTER OF DEEDS OFFICE.
SITE d e 1e 8 5 3' 5' ~s.
~ ~ ~ ~a ~ DATE CHAIRMAN WATERSHED REVIEW BOARD sHOVaneaa pd'rs~' sso oarcx Drrcx 50~ ~P
~y I ~ » q o~° i• react ~ 1 4 F'f. 1 4 /FT. a' aeR rr R rr d I I
o s ' 4 ~ erec oe a~ ' sear ~ a~ ~ 1 1
O~ Rod Rom , =
~ ~
0 O• ~ ~ ~A o 0 ~ 3s, ~ ~ 4 R ,1+ 25
9 ~ a co ~ ~ ~ t~
m F CHESTNUT ~ ~ ~ ~
a DBE 4 ~ ~ c~?-_~ ~ 0 .C d 18
~ O I
VICINITY MAP S•R• 2502 ~ N.T.S. m w \ 0 NOT TO SCALE
o o ~ C~ 5 ' =9 0
a ti BETTY J. WRIGHT '~f R.O.W. J. WRIGHT n
o t~ _ '~0 _ _
TRUSTEES OF ~ 765 1504 REUBEN M. & EFFIE M. THOF,NE o ~ -1504 ~ SYMMETRICAL CUL DE SAC NO CURB & GUTTER
WELCOME CHAPEL ~ 589-44 ~ W
BAPTIST CHURCH ~ ,ti o PLAT BOOK 5 PAGE 18 ~ m
512 562 b
PLAT BOOK 5 PAGE 18 ~ ti 0 ~
- - - - _ ~ 3 48°05' 05"E
LINES TABLE 318.09' 1578.98' SYMMETRICAL & "T" CUL-DE-SAC
- - 183.88' NO CURB & GUTTER ~ ~ \ U
COURSE BEARING DISTANCE ~ 125.00' 125,00' ~ ~ ~ 280.97' S 48 05 05"E ~ as' e' e' a' 280.9T l 323.38' I
L-1 N 05°03'05"E 30.33' ti 50 ~ o~~ ' 75.00' 1
L-2 S 78°20'05"W 101.12' W ~ ~ 0.79 o' I 0.79 AC. b~ ~
L-3 N 32°53'57"E 31.31' x o ® \ ~ 0.86 AC. 49 m ~ 41 0. AC. ~
L 4 N 32 53 57 E 92.81 ~ ~ a 42 _ o l \ ~ / / 42 ~ ~ / ~
L 5 S 51 16 37 E 10.16 w ~ 0.86 AC. m / C+ m 81.OPE A9 REQNRBD p~ \ ~ r1 I i~ FOpT 3- 4E
L-6 S 36°28 00 E 39.40 \ ~ a 48 ~ L-7 S 16 58 22 E 44.57 0 ~ ~ 8.82 A. A~ x ~ 1 ~ 1 t~ l I
COY S. & SHERRY K. STILLWELL ~ O ~ \ eo ti 47 / 1.64 AC. 1 ~
~ \ ' ~ 0.62 AC. 540-932 ~ .68 AC. O
- ~ ~ a ~ g 1.14 AC. PLAT BOOK 14 PAGE 28 ~ ~ ~ ~ 11 0 ~ yl. 0.79 AC, / ~ 39 d
~ g N / ~ l •1 /
/ 0.85 AC. Tkg \ ` 88.28- 46 N U ~ ~ ~ ~ i ~ 9 I
w IL \ / / a ~t ~ ~ cr 1`1 2
w ~ ~ OW ~ r ~ ~ ~ ~ ~ aaAO ~r w ~ ~ lp S ~ ~u^ Q / ~ ~ 83.01' i 0.65 AC. o ~ ~ 1 \
'o / o ~ ~ 10HNNY R. REEP •o ~ ems'
/ i ! 2 A \ - / / 4a R 12 Q° 6~ \ ~ ~ 2107-1009 43: / ~ ~3 ~ a
R ~jP ~ Welt e~. s / \ 0.50 AC. ~ 'a • CATAWBA COUNTY
L- ~ ~ s ~\L o•o,~° 0.53 AC. i ~ 0 ti Ci o
/ } ~ I n: m 44
R/W f s / r ~ \ ~ d ~ •ro ~ 13 ~ 0.59 AC. ~ 38 ~
~ / wt 0.59 AC. i ~ O NOT TO SCALE
ROGER L. & PEGGY L. BOSTAIN ~ 1 ~ 0.64 AC. 14 ~ 45 v ~ / / 1 \ / 0 1.02 AC. 1 ~ 9 ~ 1 1
~ ~ 456-483 ~ / , s, / ~ e ~ ~ 4i 7,° 1 a
951-1999 r , / 0.67 AC. / ~,9 0.80 AC. y ~ w° 0.54 AC. c~ ~ r ~ ~o y ~ / ~ , 0.53 AC. _ - 211_43, ~0 / ~O -
PLAT BOOK 14 PAGE 28 3 J ~ ~ 16 ~ _ e° / ~ 33 ~
\ 0.85 AC. ~ i 0.55 AC. ~ ~ / .5 ~ / ~ 37 / ~ / 1.48 AC. /
~~,niuiCeTr, Or A?rROlini, BY inE FLANNiIvG BOARD o - i - - - _ e'--. ~ / / / 0.54 AC. ` ~ , 50' TAPliR NO ~1. i .,.G::T T~,4irG"' ` , (REQUIRED FOR W LESS THAN 28')
s. y ~ o ~ i 9 ~ a ~ ~ 30 ~ / 0.52 AC. 34 ~ / ~ ~ , ~ ia'
I, ,CHAIRMAN OF THE PLANNDIG BOARD HEREBY CERTIFY t °e ti ,A ~ 0.60 AC. ~L / 'Y 0 0 ~ I R/If R/1 tP ! N--N ~ ~ / 0= ~ti• ~ R=30'
THAT THE SAID BOARD FULLY APPROVED THE _PRELIMMARY PLAT ~ ~ / ' ------r--- / 'g OF THE SUBDIVISION ENTITLED -_-CAMP CREEK ESTATES - ~ i 36 / 2 / 70 ~ ~ / I cS \ ~ i /
THE D Y OF 0 7 - A 2002. 1 AC. C~ /CAL
~0 \ / , ~ / ~ 4, o P \ / I o ? O / ~ 0 0.51 AC. 9 ~ ~ EXISTING ROAD
~ • . 6 i ~ A .50.4 32 cv~ ~
i 2 5 . ~ / ~ 19 CHAIRMAN / ~ k 35 1 w / RECOMMENDED ROAD CONNECTION
0 r~ o / \ ' oo ~ 0.85 AC. 1~ / , , \ 5/ ~ ~ ~ AUC
0.76 AC. , ?r ~ / ~ ~f ~ JAMES H. HILDEBRAN ~ .s 0.81 A 0.81 AC. iii l~ ~ , I o I
_ / 1 897 158 ~o° / / V1 81.57' X31 \ I .78
/ ~ ~ \ ~ 4 ~ PHASES
6 0.61 AC. ~ ~ o o~ fo y 4 .fs ~ ~0/ ~5 O • / oo ? / ~ x PHASE I: LOTS 1 THRU 10
o ~ 0.97 AC. tii 17 ~ / 'oo, ~ 30 0.61 AC. a / r ~ I~ I PHASE II: LOTS 11 THRU 18 & 37 THRU 50
'°o tiyi ti ~ ~ ~ i NOTES ~ +p ~ 31 ~I~ I
ti. ~ 0,54 AC. yo° 4 0 • F Ao / \ 0.53 AC. o I y / \d \ s, o ~ PHASE III: LOTS 19 THRU 36 o ~ ~ 0.75 AC. /
(1) PROPERTY IS SUBJECT TO ALL RIGHTS OF WAY Ol' ti ~ 1 ~ / 0.7~ 287. ~0 ro ~ 29 oti. ~ y
AND EASEMENTS OF RECORD. 5B°g0'43"W ~ ~ / ~ / ~ao, \ ~e~/ x
~ ~ / 20 , / O 0.50 AC. % ~ b
2 SURVEY CREATES NEW PARCELS OF LAND. . ~ ~ \ / ~ ( ) ( ) 0.70 AC. d ~6• m 1 1 1
7 / ~ ~ , / 24 0.53 AC. ~ ~ ~ rL / /
(3) AREA AS DETERMINED HY COORDINATES. ~ 0.83 AC. / ~ ~ , / °o / 21 , .o 28 ~ ~
\ o N ~ / / o. ~ / ' tip/ c? ~
(4 NO HORIZONTAL CONTROL WITHIN RANGE. ~ ~ ~ r~ ~ ) R. WAYNE & KATHERINE B. HERMAN o. ~ \ ~ e / • ~ 4 a 1'11.51 ' / ~
'es. (5) ALL ROADS Dl THIS 3UBDMSION WILL BE DEDICATED \ - / 27 O 1 ~ 22 ~ o ~ ~
FOR PUBLIC USE AND WD.L BE BUILT TO N.C.D.O.T. STANDARDS 199 888 ~ 377-409 ~ / i / gg.5 c, 9 / \ s b ~ / •2 ~ ~ A 0.87 AC. v, o o
(B) THE PROPERTY SHOWN HEREON LIES WITHIN THE WS ID P ~ / / 0.65 C. o G / A ~ ~ ~
8 PROTECTED AREA OF BURKE COUNTY. ~ 9~ ~ cS ~ 0• ~ ~ ~ ~ 232.2 ' d I cS \ / \ 0 vd
\ 0.56 AC. T~~ s ~ ~
/ y, ~ 2 , ~i ~ 2 _ ~ P A-54• to
p / ~ / / / 26
/ ~ m / 9 / ~ \ 0.74 AC. ~ 24 \ i ~
/ ~ ~ ~ / m ~ \ \ I 25 ~ 0 72 AC.
~ ~ 0.67 AC. / / 0.84 AC. ~ ~ ' I 1 I TOTAL AREA = 41.699 ACRES • \
/ '~a / \ 7, ~ ~a ~ I ~ / o ~ 0.65 AC. \ \ BY COORDINATES
CERTIFICATE OF TYPE OF SURVEY / °m ~ \ 2 10 v ~ /
I HEREBY CERTIFY THAT THIS SURVEY CREATES A 3UBD1VI310N / ~ ~ o, \ / _
OF LAND WITEIIN THE AREA OF A COUNTY OR MUNICIPALITY THAT / / 0.68 AC. HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. / / 3O 7 _ _ _ - -285:4'--- - \ ~ _ Ac. .a TOTAL NUMBER OF LOTS 50 ~ ~
~ / 379.97' OREN STEP ~ SMALLEST LOT SIZE = 0.50 AC. HENS ROAD 60' M RI's
FLOOD PLAIN INFORMATION: / N 48'28'38"W R N ~ seer _ _ _ /
THE SUBJECT PROPBRTY ~ Nom' LOCATED W A SPECLlL / JOHN K. CAUSBY NCPLS #3188 FLOOD HAZARD AREA A3 DEPERi~iED BY "FEMA" FLOOD MAP \ ~ N 48.28'3 - - - _ _ -
\ 8~P 577.12'
C01A[UNITY PANBL NUMBER 370034 0275 C gF~LTIVE p~~-91
LILLIAN R. MARTIN MARTIN n EVELYN 0. ROGERS ~P ~
E97-112 ~ LILLIAN R MARTIN 1030-802
GLORIA M. MARTIN 864-1933 CATAWBA COUNTY ~ ~ ~ ~ E97-112
S 440-87 URVEYOR S CERTIFICATE 389-508
I, JOHN K. CAUSBY, CERTIIaY THAT THL4 PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL FIELD SURVEY MADE UNDER MY _ ~ \
SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK SEE i ,fig CARD ~ PAGE ABOVE THAT THE BOUNDARIES NOT SURVEYED ARE / 0~ - - LEGEND SURVEY OF PROPERTY FOR;
PLOTTED FROM INFORMATION HEREON; THAT THE RATIO OF 1 Q~SjO ~ o +V ~ • EXISTHiG IRON CAMP CREEK ESTATES o tRON sET
A Wrj' 1N1Vl\ !!U Vju.&' JLfllGU 10 L. - I— , lllimL 1127 r I \ 1 PLAT WAS PREPARED IN ACCORDANCE WITH N.C. STANDARDS OF I I SEAL I I POINT ICARD TOWNSHIP BURKE COUNTY, N C.
PRACTICE; NOT FOR RECORDATION. I ` 100 0 100 200 300 a EXISTING NAIL & CAP 4 P.K. NAIL SET SCALE : 1" = 100' DRAWN BY : JKC
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION AND SEAL ~ L_3188 EXISTING STONE CORNER SMI DATA COLLECTOR
THIS 31st DAY OF MAY _ A.D., 2002. \ 0 \ / CORNER TREE ( TYPE NOTED) DATE : MAY 31, 2002 FIELD CREW : JC KC JP ® POWER & TELEPHONE OR SERVICE POLE TAX MAP I.D. 99-54-1-4 & 5, 99-54-2-1 & 11
\''o GRAPHIC SCALE - FEET ? WATER METER
JOHN K. CAUSBY NCPLS #3188 K. CA ® FIRE HYDRANT DEED REFERENCE ;DEED BOOK 716 PAGE 967 & DEED BOOK 732 PAGE 743
® N.C.D.O.T. R/W MONUMENT CAUSBY SURVEYING PH. #828-437-8041 DRAWING NO.
419 SOUTH KING STREET MORGANTON, N.C. 28666 01697
I

i
o~
n Sv CERTIFICATE OF APPROVAL FOR RECORDING
I ~ °j ~ I CERTD?Y THAT THE PLAT SHOWN HEREON COMPLIES WITH THE
z ~ 11'ATERSHED PROTECTION ORDINANCE AND IS APPROVED BY THE 5U' R W ~ ~
~ 9 WATERSHED REVIEW BOARD FOR RECORDING IN THE REGISTER
y~~~ QF DEIDS OFFICE. "~'R ti ~ , SITE s 18 6 5 6' 5' ~s.
SROUfD D1TCH [ovrn nrrcx ~P 50'
~ ~ ~ DATE CHAIRMAN, WATERSHED REVIEW BOARD PAVet~?tr ~ctt I t• PER FT 1 4" FT. 1 4"/FT. t• Pmt FT ctA ° ~t d I I
~ ~QE o 0 0 o e ~ ~:t ~ 1 1
ORS REN9 ~ 31'BC OR AB ROAD ~ y ~
~ ~ p . ~ 3S, ~ ~ ~R R
~ 00 ~ ~ O I~ ~ ~ ~5 ~ ~
~ CHESTNUT DR ~ ~
a NE Q ~ 0
1; ~,1 Yd d 18 ~ n I
S.R. 2502 ~ ~ ~ NOT TO SCALE F' ~ O ~ 5'
VICINITY MAP N.T.S. m w o ~ ~'~A Ci
° o N ~ ~ BETTY J. WRIGHT '~f R.O.W. J. WRIGHT n
~ o W , '~o
TRUSTEES OF ~ ~ 765-1504 5-1504 rt, SYMMETRICAL CUL-DE-SAC NO CURB & GUTTER
REUBEN M. & EFFCE M. THOfiNE o ~ WELCOME CHAPEL ~
589-44 W BAPTIST CHURCH ~ ~
PLAT BOOK 5 PAGE 18 ~ - b 512 562
m~ PLAT BOOK 6 PAGE 18 ~
- ~ S 48 05'0 5E SYMMETRICAL & "T" CUL-DE-SAC
LINES TABLE 318.09' 1578.98' - - 183.88' ~ , ~ U NO CURB & GUTTER
COURSE BEARING DISTANCE / 125.00 125.00 280,87 S 48 05 05"E ~ ~ e' a' a' 280,87' 323.38' I
° ~ " ~ •Y (?75.00' 1
L-1 N 05 03~ 05~ E 30.33 ~ 50 ~ L-2 S 78°20 051N 101.12 W ~ ~ 0.7. 0.79 AC. a° 1 I
L-3 N 32°53'57"E 31.31' x ~ - ® ~ \ ~ 0.86 AC. 49 41 0.78 AC. i
L-4 N 32 53 57~ E 92.81 ~ / / ~ 42 ~ / ~
o O I \ N L-5 S 51 16 37 E 10.16 ~ w N \ 0.66 AC. 48 0° a ~ sLOre ~s ~eRuusao i • P,~ fluor
L-6 S 36°28 00 E 39.40 ~ , A. ~ ~ I ~ sl ~p4~' .B / • tt1 I I ~ / 1 ~
L-7 S 16°58'22"E 44.57' COY S. & SHERRY K. STILLWELL o ~ \ y~•82 A~e ro ~ o / ~ q 47 / ~ 1.84 AC. 1
~ \ 0.62 AC. ~ ~ 540-932 ~ _ ti o 0.88 AC. ~
\ ~ 4 1.14 AC. PLAT BOOK 14 PAGE 28 _ ~ \ 11 u ~ ~ y1. 0.79 AC. i 9 39 d
/ \ ~ I a, N ~ \ / , ¢8,21, 0 \ / 4 -
T ~ 88 ~ / N U ~ / ~ s - '~o ~ . / ~ I 9 1
w IL ~ ~
~ ~~88.14 B4 ~5D ~ ~°I / r \ I G1 \ \ / / W ~ HBAD flF ~ \ 10 s ~ 3 / ~ ~ of ~ ~r. 183.x. ~ 0.65 AC. o ~ ~ /
w o \ \ SS , L,g \'~'r, DRAnat' / \ 'o . r / 1.- ~ JOHNNY R. REEP / i
~ / 1 / 2 A~ ti ~ 2107-1009 43 / ~~n O a
4C+ R 2 ~ 6~ \ ~ 1 ttau. e ~ / R ~ a• ~ / A w CATAWBA COUNTY ~ I ~ 1
L_ 0.50 AC. ~ s / •o / 0 ti C~ o ~ / ~ I iv m
C\L 0.53 AC. ~ o• L_e l~ ~ ~ ~ 44 44
R r s t..' c o c~ \ / ~O. ~ ~ \ 38 ~ i / ,
I \ S \ \ ~ d \ J~,• \ 13 \ 0.59 AC. 0.59 AC. ~ ~ oo NOT TO SCALE / I
ti ROGER L. & PEGGY L. BOSTAIN - ~ \ 0.64 AC. 14 ~ 45 1 / / ~ o. 1.02 AC. 1
456-483 / / . s, , `1~ 9 , 1 I ~ , / 00 ~ ~ a ~ 1
951-1999 r / / 0.87 AC. / 0.60 AC. ~ ' wl; 0.54 AC. i r ~ ~o ~ ~ / ~ , 0.53 AC. - 211_43- ~o / ~0 / -
PLAT BOOK 14 PAGE 28 ° 3 r ~ \ 2 / 16 m ~ ~ 33
\ 0.86 AC. \ i 0.55 AC. \ ~ / 37 / ~
~ ~ .,ER'"IF'IC.~TE OF APPROVAL B>t THE PLANNING BOARD ~ I ore ~ / 1.48 AC. / , / 0.54 AC. ti 50' TAPER
b ~ o / ~ti• p (REQUIRED FOR W LESS THAN 28') / ~ 'L 0.52 AC. a ~ / 30'
4 ~ ~ I,_____ CHAIRMAN OF THE PLANMNG HOARD HEREBY CERTIFY ~ $ r 0.80 AC. ~ \ / / •0 34 ~ 0 oti ~ io an,
4 ~ / 4, THAT THE SAID BOARD FULLY APPRO D THE _PRELDIINARY PLAT \ / ~i ~ / / / 70' ' ~ / 38 ~ / I
OF THE SUBDMSION ENTITLED CAMP CREEK ESTATES Y__ \ ~ ' - - 15 ~ THE -DAY OF ~_N_, 2002. 0.71 AC. c~ 0. ~ e~ / I I c~L - - c~L ~
\ ~ o ~ ~ / I o f ° / ' ~ EXISTING ROAD
~0 \ ~ / , / ~ 4, ~ ~ / ~ 06 o ~ 0 0.51 AC. 9 m / ~ v~ i ~ A=50.4 N /
~0~~ \ ~ G y i 2 ti 5 \ ~ / 19 CHAIRMAN / el ~ ~ 32 ~ 19 ~ / - w ~ ~ 35 1 ~ / RECOMMENDED ROAD CONNECTION
r~ o / 4 ~ ~ ~ ~ ~ / ~ 0.85 AC. ~ I\ / ?O
0.76 AC. \ / ~ ~f ~ r • a ~ 0.61 JAMES H. HILDEBRAN ~ \ ~o .s a 0.81 AC. y ~ ~ - , F l o I 's 1i / 9 \ I
/ 02' 18 0• ti ~o. ~ ~ ~h A ~ 8 v ~ l i ~ / 6. 1.5T~ 231 \ i
897-158 ~o° / / ~ ~ 4 I 6 .7g, ~ ~ ~ 4 ~ PHASES
6 ~fo 0.81 AC. ~C. ro C~/ p~5 ~ O / o r
y q 7 •r~s. °o ~ 0.97 AC. 1 \ / ~ a PHASE I: LOTS 1 THRU 10 / 'oo, ~ 30 0 0.81 AC.
ti F• ~ ~ 0 ~ ~ / r 'oo. ~ 1 PHASE II: LOTS 11 THRU 18 & 37 THRU 50 ~ 31 ~ I °K1 1
NOTES ~ 0.54 AC. go 00 / ~ 0.53 AC. ° 1 y i ~d ~ s ~ o ~ PHASE III. LOTS 19 THRU 36 ~2/ a. a ~
(1) PROPERTY IS SUBJECT TO ALL RIGHTS OF WAY 1' ti \ r / 287.0 ~0 0.75 AC. / ti. y / ,rp ~ 29 0 ~ / o p ~ / ~ tin
AND EASEMENTS OF RECORD. 8'30'43"W 9 ~ / ~
~~NS 20 20 / p s~ 0.50 AC. % oo b
/ 2 SURVEY CREATES NEW C OF LAND. . ~ ( ) ( ) PAR ELS ry / 0.70 AC. d 0.53 AC. ~ r fG
I / ~ i ' / ' ~ ~ I .y o 'lG / /
\ / (3) AREA AS DETERMINED BY COORD(TIATES. ~ 0.83 AC. ~ ' / 21 / 0 28 ~ / .o ~ / ~
~ o \ / / o, e~ /
~ r\ (4) NO HORIZONTAL coxTROL WITHIN RANGE. R. WAYNE & KATHERINE B. HERMAN ~ o, a@ / ti /
'e~. (5) ALL ROADS iN THIS SUBDIVISION WILL BE DEDICATED ~ 199- a / 27 0 9 ~ ~ ~ / f, ~ ~ ~
FOR PUBLIC USE AND WILL HE BUILT 0 N.C.D.O.T. STANDARDS 668 9 T , / ae 3g.5 ~ ~ / ~ A s 'ca p i7
377-409 / 8 THE PROPERTY SHOWN HEREON LIES WITHIN THE WS III P ~ / ~ / ~ ~ 0.87 AC. u, o o / 0.85 AC. o G
c) 8 PROTECTED AREA OF BURKE COUNTY. ~ \ s \ / ~ ~ 232.2 ' r] 1
0• \ 0.56 AC. r~\ s 0• ~ ~ 2 OI 1 / a \ _ I ~ a ~ ~
~ y ~ g ~P ~ 23 ~ ~ s I ~ P 9=54• to
~ ~ ~ /
/ / ~ ~ / 9 / \ ~ / 28 ~ 0.74 AC. ~ 24 ~ / ~
/ \ / \ / m. / ~ I 25 ~ 0 72 AC.
0.87 AC. / / ~ y 0.84 AC. ~ ~ I ? I I TOTAL AREA = 41.699 ACRES i~
/ ~ ~ i 1 p ~ 0.85 AC. \ ~ BY COORDINATES
CERTIFICATE OF TYPE OF SURVEY ~ / ~ 2 10 ~o ~ ~ /
/ ~ I HEREBY CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION o.~ ~ / _ RI`s a\ ~ _
OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT / / 0.68 AC. a - - - _ ~ - _ e Ac. n.o7 TOTAL NUMBER OF LOTS 50 ,i ~
HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. / / ~ / 379.97' oREN ST ~ SMALLEST LOT SIZE = 0.50 AC. .s7' EPHENS ROAD 60' ri RIB
FLOOD PLAIN INFORMATION: / N 4ee28'3e"W , R 8 38"iP _ _ ~ ~ ~
THE SUBJECT PROPERTY _ ~ NOT LOCATED IN A SPECIAL ~ _ - ~ ~ N 48'28'38"W - -
JOHN K. CAUSBY NCPLS #3188 FLOOD HAZARD AREA AS DETSRIQNED BY "FEMA` FLOOD MAP ~ 577.12'
COIOlUN1TY PANEL NUMBER 370034 0276 C EFFECTIVE D~7~91 -
LILLIAN R. MARTIN n EVELYN 0. ROGERS MARTIN
E97-112 ~ 1030-802 l2 ~ LILLIAN R. MARTIN „ „
GLORIA M. MARTIN 864-1933 (3 E97-112 CATAWBA COUNTY
440-67 SURVEYORS CERTIFICATE 389-508
I, JOHN K. CAUSBY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL FIELD SURVEY MADE UNDER MY ~ , _ ~ \
SUPERVISION (DEED DESCRIPTION RECORDED [N BOOK SEE , CARp ~ LEGEND SURVEY OF PROPERTY FOR:
PAGE ABOVE___ THAT THE BOUNDARIES NOT SURVEYED ARE / 04'~ - - ~ PLOTTED FROM INFORMATION HEREON; THAT THE RATIO OF ~ ~ESSIO ~ ~ \ • Ex1sTING 1RON CAMP CREEK ESTATES
~ , n.0 ~ 4 IRON 3ET
PRECISION AS CALCULATED IS 1: ; THAT THIS / 4 -"C'\ G POINT ICARD TOWNSHIP BURKE COUNTY, N.C.
PLAT WAS PREPARED IN ACCORDANCE WITH N.C. STANDARDS OFD SEAL PRACTICE; NOT FOR RECORDATION. 100 0 100 200 300 4 EXISTING NAIL & CAP
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION AND SEAL ( \ L-3188 4 P.K. NAIL SET SCALE 100' DRAWN BY : JKC
31st 1 \ 0~ THIS DAY OF A.D., 2002. \ S A EXISTING STONE CORNER SMI DATA COLLECTOR CORNER TREE ( TYPE NOTED) DATE ; MAY 31, 2002 FIELD CREW ; JC KC JP
?10.,uR~ GRAPHIC SCALE - FEET ® POWER & TELEPHONE OR SERVICE POLE TAX MAP I.D. # 99-54-1-4 & 5, 99-54-2-1 & 11 ? WATER METER
JOHN K. CAUSBY NCPLS #3188 ® FIRE HYDRANT DEED REFERENCE ;DEED BOOK 716 PAGE 967 & DEED BOOK 732 PAGE 743
® N.C.D.O.T. R/W MONUMENT CAUSBY SURVEYING PH. #828-437-8041 DRAWING NO.
419 SOUTH KING STREET MORGANTON, N.C. 28655 01697
I

STREET CONSTRUCTION SPECIFICATIONS
All earthwork shall cor~ply with NCDUT requirer~ents, All fill Material shall be suitable earth free of organic Magi;er, lar e C' Construction Sequence and Maintenance Plan
rocks or other g debris. Fill r~aterial shall be placed in 6 to 8 layers and cor~pacted after each layer is placed such that
adequate cor~paction is achieved, Excessively wet or dry r~aterial shall not be used. Final cor~paction at surface of sub rode 45~ R/W A, Construction Sequence
9 y shall be 100% of Standard Proctor. w 8 e' 18' 6' 5' 1, Place gravel construction entrance,
~ I r~~ m~ 2, Construct ter~porary sedlrnen t traps. 3, Install silt fence
~ Aggregate Base Course (ABC> shall be fror~ a NCDUT-approved quarry and shall be coMpacted to 100% of Maxir~ur~ density. r r~ R 1 4` pT. 1 4" , r r~ R 4 ,Install teMporary diversions,
x The grading contractor shall provide independent soil density and ABC density tests suitable for docur~entatiori to NCDUT, ~ ~ 5, Be in clearin , rubbin and r e. exec ~ ~ 9 9 9 g, ough grading
6, Construct perManent channels TYPICAL SECTION 7, Install storM drain pipe and outlet protection,
ti d SITE Asphalt paveMent shall be NCDUT Superpave S9,5A. The asphalt concrete shall be supplied by a QMS certified s,~pplier, The z STREETS 'B , D , AND E 8, Place seed, fertilizer, and mulch on all disturbed areas not to be paved, H
. . d avin contractor shalt contact the local NCDUT District Office at t w I P 9 he tine avin is scheduled to allow DOT ~.rsonnel to ~ ~8 P 9 P N,T,S, 9, Place gravel base and pnve streets a
c~ be present when sar~ple cores are taken. Q ~ 0 B, Maintenance Plan
o~ s p~~ 50' R/W \
ao~o , N ~ \ 1, Inspect all erosion control devices weekly and after each run-off
~ ~ ~ ~ ~ o , e' 20' e' e' ~ producing rninfall event, ~ ~ eaomn~ rvom~r mrce 2, Rer~ove accur~ulated sedir~ent fror~ traps when half-full and repair or
s° ~ 0 0 0 ~ ~ co ~ ~ a I ~ ~ » ~ ~ re lace ri -ra which has been dis laced or conta ' ~ R 1 4" FT. 1 4 FT, i" reQ R ~ P P P p r~inated, W H
~ ~ ~ ~ 3, After vegetation has been established, check for any bare spots and (~i O re-seed,
C ~ ~ ~ HESTNUT DRIV F E 4 ~ `I' 0 e' erec as sec e' ~.a. ~ ,t~ ~ H ~ d 4, When vegetation is well established, remove all teMporary erosion Zi
U C\ 'o S O control devices, grade those areas smooth and reseed, ~ ~ TYPICAL SECTION ~ p ~ x
~ S.R. 2502 ~ ,A, A , ~ ~ N W STREETS ND C ~ ~ o~ H Z
mW VICINITY MAP N.T.S. ~ o N.T.S. o~ ~P ~ 0
o I O q ro z H RIGHT ~ H
M ,x o BETTY J. WRIGHT ~ ~ o H H ~ a a
~ w 765-1504 TRUSTEES OF ~ ~ 4 ~ ] N
REUBEN M. & EFFIE M. THORNE w p ~ WELCOME CHAPEL ~ r~ W la xo
89-44 H ~ o 5 BAPTIST CHURC x o 0 U ~'i
PLAT BOOK 5 PAGE 18 ~ W ~
512-562 m \ x
PLAT BOOK 5 PAGE 18 ~
H
- - - _ ~ S 48'05'05 ~ 1578.98' IV-SHAPED RIPRAP CHANNEL SCHEDULE TEMPORARY DIVERSION SCHEDULE ~ W
LINES TABLE 31a.o9' 283.93' S 48'05'05"E CHANNEL TOP WIDTH DEPTH 50 RIPRAP SIZE SHAPE: PARABOLIC
183.68' 125.00' 125.00' zaa.oo .00' 284 35' 1 N0. FEET FEET INCHES
U E BEARING DISTANCE CO RS LINING: GRASS PER SEEDING SPECIFICATION 375.80 1 CH1 4.0 0.5 12
L-1 N 05°03'05"E 30.33' S0 / 1 CH2 6.0 0.5 9
° m / L-2 S 78 20 05'W 101.12 / CH3 4.0 0.5 g CHANNEL TOP WIDTH DEPTH PqP 41 40 CH4 6.0 0.5 g N0. FT. FT.
L-3 N 32 53 57 E 31.31 28 ~ 0.86 AC. 49 0 ° w 4.64 ~ ~ ~ 42 ~
L-4 N 32 53 57 E 92.81 ~ ~ ~g ~N a •~tio 60 1 r CH5 4.0 0,5 6 uo~ • BB AC. ~ 9 / M TD1 4.0 0.5 ~~u
L-5 S 51°16 37 E 10.16 w ~B?; ~ O B AC. ~ ~ v ° 3r • 8 48 e ~ 0• ti 0.9s AC, ~ CH6 6.0 0.6 15 ee ~ ci~', ~ ~ CH7 4.0 0.5 9 TD2 4.0 0.5 ~~e b'pr r,
L-6 S 36 28 00 E 39.40 ~ ~ ~ g2 A, ~ ~ ~ ° , ~ o~ e ro ~ CH8 4.0 0.5 9
L-7 S 16 58 22 E 44.57 COY S. & SHERRY K. STILLWELL r~ / ~ o ~ ~ f 47 C ~ ~ / 1.00 A ~ ~ .62 A~. ~ C. / o ~ 1.00 A x.35' / ~ _ CH10 4.0 0.5 9 TD4 4.0 0.5 ;~p°' d'
540-932 1 ~ _ _ 204.7 , s \ 4 1.14 AC. o :a 4 1 • ~ ~ / d CH15 6.0 0.6 15 TD5 6.0 0.7 5 ~ ~ < _ 0 ~ 9.81 c / - _
0 14 PAG 28 ~ ~ 2 ~1' ~ ~ 0.79 AC. 0~ PLAT B OK E ~ ~ 11 ~ ~ ~ ~ . go~ ~ ° \ / / ;v W
ro ~,ljr~ 913, ~ ~ Fg "jL a / / ~ •~4 S 48 / i :r 'o ~ y''f* 39 1 1 ~ / ~ bpd' ^ 'i 29 4•.
0.85 AC. a. ~ ~ ~ ~ 8 / w / 3 ~ 9. a 1 y I; 4 ~
~ +9a b \ W ® 86,1 4 ~ ~ ~ J p d b I ~ ° ~1,~ HEan or / A~ ~ ~ ~N. ' 1.49 AC. cy~`' q oan• ' 43 ~ ~ JOHNNY R. REEP
~ / \ ~ ~ w oo\ \ 9~ lOS•~ ~ s~j ~uxcg / ti6 p, 4 ~ nn ~ ~ ~ ~15 r
/ ~ / 3' 1. ti , 1 59. 95,83' ~A, - 0.' a5 6 , ~ 2~3' tri 2107-1009 3 0.71 AC, v, ~ n
~ ~ 2 / e ~ , o \ 45 0 ~ \ ~ e o 6, ~ . y~ 0 9~' ~ CATAWBA COUNTY e¢.¢ , ~ ~i a 1 1
~ i d' R 'b ~ ~ ~ 4 ~1+c _ 0.50 AC. ~o . ~ /0 4 , fey 9 ~ ti n o STORM DRAINAGE PIPE SCHEDULE E4 ~x ~ ~ l m
CAL _~-o-o~ ~ 0.53 AC. bP`~, a o' 52'01' / I~' ~ SPECIFICATIONS: 2 OPTIONS -USE CORRUGATED STEEL IN ACCORDANCE WITH ti ( )
L~e~ 1. oo~ ti s ~ ~ ~ 1 ~ o ~ R ~ ~ ~b 0.65 AC. N AASHTO M36 OR HDPE DOUBLEWALL PIPE IN ACCORDANCE WITH AASHTO M294. 5 AC. 36 ~ (INSTALL PER NCDOT SPECIFICATIONS).
~ \ 0
~ ~ ~ ~ ~ ~ ~ ~ k ~ eo PIPE N0. DIAMETER LENGTH INV. IN INV. OUT REMARKS 4 o i~ m o c 0.94 AC.
GGY L. BOSTAIN ~ ~ ro 14 45 G oo' ROGER L. & PE ~ 0.84 AC. / 5 ~ v 1 . / f ~ / \ ~ ~ goo e~ ~ 1 e 0 ~ ~ 1 18 70 1205.0 1204, 3 ~ / o 1 1 MIN. COVER
456 483 / ~1 4 ~ / i 211.43 ~ " h ~ / ~ - - - - - - ~ 2 1 B 80' 1196.0 1195.2 1' MIN. COVER o ~ 0.55 AC. /
951-1999 r 0.67 AC. U.60 AC. o ~ ~ 0.54 AC. ~ ~ o°'' / w o oo'~ / 33 ~ , .a 3 24" 50 1187,7 1187.2 1 MIN. COVER t ~ /
PLAT BOOK 14 PAGE 28 3 ~ 1 g ~ 5 0 90 . \ \ / ~ ' ' ~ ~ 4 42" 140' 11427 1138.6 1 AIIN. COVER / 37 1.48 AC. / Z
i' ~ ~ ~ o' 0.66 AC. ~ ~ 0 0.55 AC. / h / ; ~ 0.54 AC. ~ 5 24" 60' 1171.6 1171.0 1' MIN. COVER
~ .10 ~ .l ' - 30" 40' 1171.,5 1171,1 USE OUT~.ET PROTECTION
v o ~ ~ ~ / 0.52 AC. / 34 ~ sb ,~o ,i a• ~ ~ 7 36" 100' 1165.0 1155.0 USE OUTLET PROTECTION o / / ~
A 50' ~ e ~s ~ 0.60 AC. °e. / ~ 21 4
'F / h• \ / I I 9 ii / 1 PERMANENT CHANNEL SCHEDULE ~ \ r /2 1 / o
15 ! ~ / / ~ ~ 0.71 AC. ~ r tip/ ? p9 ~ / I o • oo /k' ~ ~ ~ ao ~ SHAPE: V-SHAPED
~ .a ~ ~ o ~ o 'o ~2 0.51 AC'.• ~ '~a 0 ~ a o. / ~ . 50, tv ~ LINING: GRASS PER SEEDING SPECIFICA110N
~ 9 / ~ Z 35, 5 . ~ 19 ® / w A 32 i ~ 19 ~ m ~
~ ' 1 ~ CHANNEL TOP WIDTH DEPTH TEMPORARY a 2
25 lye o+' e ~ • •r ~ / / ~ / ~ \ . 5 AC. ~ SEp ~ 2 ~0 0' ~ , ~ 0 8 i 0 1 N0. FT. FT. LINER ' 6 ~ \ I
0.76 AC. ~ o •s 0,61 AC. JAMES H. HILDEBRAN bo 2~ ~ 0,61 AC. S o • 1i / ~ o. _ D. C~ b ~ NN A , 81.57' 231. ~ 1 - NDS G~COLIP y ~ WETLA \ ~ 6 s~,• 7g ~ ~ CH8 5.0 0.5 JUTE NET I S~CT90N
a / ti° 18 l i ' oR o'I 897-158 0° ~ ~ 6 L / ~ ~ \ ~ YdRTEB tl~,c.l Y b /t11 ~ Gl CH11 7.0 0.6 STRAW WITH NET
/ I s ~ ~ 2g. I 6 ~ ~ o.sl Ac. ti / ti / ~ ~ ~ ~ CH12 6.0 0.7 STRAW WITH NET
•o~,. ~o ~ s. / / ~ / 0.61 AC. a ~ 30 'd 1 CH13 6.0 0.8 STRAW WITH NET
o / y~ 4 ~ 17 / 45' OR 50' •0 0.97 AC. ~yi ~ / C1 ~ ~ 31 I ~IK1 1 ` / s ~ CH14 4.0 0.5 STRAW WITH NET ~ N N
R.O.W. ~ / ~ \T~~ ,cR~' .4fi p0 . 0 's~ 0.53 AC. ' o ~ ~ ~ o 0 0 ~ 0 l~ r, o 0 0•
SYMMETRICAL CUL-DE-SAC NO CURB & GUTTER oi' ~ ~ .S ~ / 0.75 AC. ~ ~ FQ° o• 0'y '?d 9' (U ~ ~ oN N N 0.75 AC. ~ fo ~ 29 / ti to ~ o ?w
287. ~ e / 0 ALE "W ~ o NOT T SC 3 O ~ ~ ~ g./ TEMPORARYSEDIMENTTRAPSGiEDULE 0.1 Op ~rj
N 5830 4 'rB, ti6/ ~y . . 90 20 ~y. / ~y ~ ~ / 0 ° o W y' / \ •a ~ AC 1 ~ N0. DEPTH WIDTH LENGTH WEIR } ~
- / 3/ \ / ~ / 9 ip I I ~ LENGTH » ~ O x ~ W
- - ry / c ( 1 \ 00 2~g / ~ FEE FEE FEE FEE E+ r, ~ ~ O ~ / 0.70 AC. / o. / 0.53 AC. 1 ~ l ~ l ~1 l ~1 ( ~ ~ H / ro 1~ / " ~ WwW ..rn
~o / / , r p h W H
~~o . 21 ~ / 0.83 AC. ~ 21 " o / 28 o H~ / ~ O. ' t~ 1 3.0 14.5 29.0 5.0
o' ~ / 36' 8' 6' 4' \ O t~ ~ ~ ~ 'O / J / ~ ° ~6/ ~'Y ? 2 3.0 1fi.6 33.2 10.0 ai A Ri a va 6ti 9 \ 91.51' I n ,s c,A,,tt'' s. a.o 1, \ ~ ~ ~ 1 'r 3 3.0 8.1 1 2
R. WAYNE & KATHERINE B. HERMAN ~ o. ~o •e ~ y. o / ~ o o~ 2 ~ 7 \ ~ 2 ap ~ 4 3.0 7.7 15.5 4.0 / '.'d 9
_ ~e / 199 668 e. 22 / ~ 38• b C? 3~ 5 3.0 5.2 10.4 6.0 / u~~ ~ A a O O ~ 6 3.0 10.8 21.6 9.0
I 64 377-409 0°` / ti ~ / O.E / ~ ~ ~ 0.87 AC. ~ ~
8 ~ 9 S / 0.65 AC. 2 d' a 1 7 3.0 10.5 21.1 4.0 ~ ~ ~ •20' ,a Yd 8 3.0 14.0 27.9 4.0
9LOP6 d9 UIRED 1` / Q ~ 9 RBq P~ ~ J ~ a Foar s.. ~ ~ `'cS\ '~o .y / 0~ ~ ~ 1 I ~ 9 3.0 9.5 19.0 4.0 \a - ~ ~ ~ 1 / ~ 3 10 3.0 10.4 20.8 10.0 o ~0 Se, 1 ~
~ ~ 0.56 AC. ~ ~P f '0 23 ~ 9°54' •
m• / / " `PLACE WEIR ON LONG SIDE $3 W V
/ SYMMETRICAL & T CUL-DE-SAC ~ 2s 0.74 AC. ~ \ y 24 f" Z
~ ~ ~ / ~ ~ NO CURB & GUTTER / ~ ~ \ ~ / ~ ~ \ 9 /Oy h ~ I Q ~T ~ 25 xg 0.72 AC. 1 1 I
m. ~ / NOT TO SCALE / ~ ~ f- Z / ~ 0.64 AC. ti f 1
0.67 AC. / / ~ `y o 's N ~o 0.65 AC. W - Z
/ \ O 6
~ ~ / \ z f ~ 10 0. / ~ ~ ~ f o. ~ R~ V . \ / 203.58 ~ Y o\ _ _ _ - _ 285.47' ~ p-73.42 r
a / ~ ~ ~ ~ / .D ~ w 0
a a / 0.68 AC. / , ~ OREN STEPH ~ W ~ V ENS ROAD ri RI
/ / 379.97 60 R a ~ ° ~ m
/ N 48'28'38"N~ l? ~ W \ = N 48.28'38 V =
\ ~ 577.12' i
SIGHT TRIANG 50' TAPER a o~ ,p EVELYN 0. ROGERS
10' 30 \ xn sir LILLIAN R. MARTIN RTIN ,A 1030-802
70' R=30' E97-112 m Q ~ LILLIAN R. MARTIN CATAWBA COUNTY
V E97-112
~L _ ~L GLORIA M. MARTIN 864-1933 S.R. 1804 440-67 3s9-508
INTERSECTION DETAIL AREA = 43.744 ACRES
NOT TO SCALE SEE TOTAL SURVEY LEGEND
BY COORDINATES • E1sJSTING IRON
n ronv ar+m
+ uivtuua c POINT
® EXISTING NAIL & CAP NUMBER OF LOTS = 54 TOTAL SHEET
100 0 100 200 300 4 P.K. NAIL SET EXISTING STONE CORNER EST LOT SIZE = 0.50 AC.
SMALL CORNER TREE (TYPE NOTED )
® POWER & TELEPHONE OR SERVICE POLE
GRAPHIC SCALE - FEET ? WATER METER 0 FIRE HYDRANT
9 N.C.D.O.T. R/W MONUMENT F

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