20040522 Ver 1_COMPLETE FILE_20040402

...

I

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality

May 25, 2004
DWQ# 04-0522
Chatham County

Mr. Don McCarl
P.O. Box 1060
Pittsboro, NC, 27312

APPROV AL of 401 Water Quality Certification with Additional Conditions

Dear Mr. McCarl:

You have our approval, in accordance with the attached conditions, to place fill in 200 linear feet of intermittent streams
in order to construct two road crossings associated with the Park Pointe East Subdivision in Chatham County, as described
in your application received by the Division of Water Quality on April 2, 2004, and in additional correspondence received
May 24,2004, After reviewing your application, we have determined that this fill is covered by General Water Quality
Certification Number 3404, which can be viewed on our web site at httD://h20.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) 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. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.

2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-construction Notice Application. All construction activities, including the
design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes,
or rules occur;

3. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds [15A NCAC 4B
.0024]; see NCDOT publication, Best Management Practices for the Protection of Surface Waters (March 1.

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,uslncwetlands)
"1IC'tI"\TrU~r ~~1"'11.~D l!. 1 _0.,., '::""1 t:.,"7"O

Mr. Don McCarl
May 25, 2004

\

4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If
placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and
the natural grade restored within six months of the date that the Division of Land Resources has released the project;

5. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and protective
buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms shall be put in
place prior to impacting any wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h20.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified as appropriate to suit
to this project;

6. All temporary fill and culverts shall be removed and the impacted area returned to the original grade, including each
stream's original cross sectional dimensions, planform pattern, and longitudinal bed and bed profile after construction is
complete or within 6 months of the establishment of the crossing, which ever is sooner, and the various sites shall be
stabilized with natural woody vegetation (except for the maintenance areas of permanent utility crossings) and restored
to prevent erosion. If the crossings are not completely removed and restored as described above within the specified
time above, additional written approval from this Office must be obtained to modify this condition.

The culverts required for this project shall be installed in such a manner that the original stream profiles are not altered.
Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) are to be
maintained above and below locations of each culvert. The culverts shall be designed and installed to allow for aquatic
life movement as well as to prevent head cutting of the streams. If any of the existing pipes are or become perched, the
appropriate stream grade shall be re-established or, if the pipes installed in a perched manner, the, pipes shall be
removed and re-installed correctly.

The culvert(s) shall not be installed in such a manner that will cause 'aggradation or erosion of the stream up or down
stream of the culvert(s). Existing stream dimensions (including the cross section dimensions, pattern and longitudinal
profile) shall be maintained above and below locations of each culvert. Therefore, you must provide plans with adequate
details that indicate that the current stability of the stream will be maintained or enhanced. You must receive written
approval from this Office for the above plans before the culvert(s) is installed. The culvert(s) must be installed according
to the approved plans.

The establishment of native, woody vegetation and other soft stream bank stabilization techniques must be used where
practicable instead of rip rap or other bank hardening methods. If rip-rap is necessary, it shall not be placed in the
stream bed, unless specifically approved by the Division of Water Quality.

Installation of culverts in wetlands must ensure continuity of water movement and be designed to adequately
accommodate high water or flood conditions;

7. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of Completion" form to
notify NCDWQ when all work included in the 9401 Certification has been completed. The responsible party shall
complete the attached form and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon completion
of the project. Please send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form,

If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, 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 Steve Mitchell in the DWQ's Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in
the Central Office in Raleigh 919-733-9721.

sC:;::l' r~

rlan W. Klimek, P,E,

...

I

Mr. Don McCarl
May 25, 2004

AWKlcbk

Attachments

cc: Corps of Engineers Raleigh Regulatory Field Office
Steve Mitchell, Raleigh owa Regional Office
Central Files
File Copy

040522

I'

r LANDCO l
, I
I

Land · Commercial · Farms · Residential

REALTY

Office [phone] · Fax [phone]
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;:i '~ 05 ? 2
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PO Box 1060, Pittsboro. NC 27312
"On the Courthouse Circle"
?tJ.Ir, -4ad4ah.. .. Z'~ 'e <<J4tt1

April 1, 2004

North Carolina division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

WEnANos /401 GRouP
APR 0 2 2004
WAIER IJUAury SEcTION

To Whom it May Concern,

This cover letter is written after having Todd Tugwell, USACE do a visit to this site on
March 31, 2004and having a telephone conversation with Cyndi Karoly the following
day.

After having Mr. Tugwell do a visit to different site, which as it turns out needed no Corp
permitting, and being educated as to water quality criteria, we requested that Todd look at
a small residential subdivision we are presently working on nearby. In this subdivision
there are two crossings over low areas. One is just downhill from an intermittent spring
and the other is a tail ditch which had been backhoed by NCDOT some years ago. It was
Todd's contention that while the tail ditch had been backhoed he could not tell for sure
that there was not already a natural ditch there before the ditch was backhoe.

With these conclusions, Todd determined that with the two crossings we would exceed
the 150 foot requirement by 50' and asked us to stop construction, go through the
appropriate permitting process, and to contact your office. He also stated that his office
would not take any punitive action because these are not perennial streams ( both are
intermittent) and that we had brought him to the site and had not acted in an intentional
way to do harm.

Todd advised us to give you his information and stated he would be happy to discuss any
details with you. Todd Tugwell, USACE 876-8441. We learned a lot in our half day
with Todd and will pass this knowledge on to our road builders and our Planning Dept.
In fact from now on we will personally stand there and supervise any low area crossings.

SiC\erelY j ~ , "'/ /
~t1o/

Landco Realty 302-1677

Pre-Construction Notification (PCN) Application Form

For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules

This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Pemlapp.htm.

The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.amlV.mil/wetlands/regtouLhtm. or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.

The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401lWetlands Unit website at
http://h20.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the Gc. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].

Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.

Page 1 of 12

Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.

The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.

USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.armv.mil/wetlands/nwpfinaIFedReg.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.

401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401lWetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ web site at http://h20.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U,S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.

Page 2 of 12

, .
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton A venue Ashe Cherokee Iredell Mitchell Union
Room 208 A very Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash S urry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
~. 6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland

North Carolina State Agencies

Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]

Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]

State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]

US Fish and Wildlife Service / National Marine Fisheries Service

US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]

US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 2880 I
Telephone: [phone]

National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]

Page 3 of 12

Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]

Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]

Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]

CAMA and NC Coastal Counties

Beaufort
Bertie
Brunswick
Camden
Carteret

Chowan
Craven
Currituck
Dare
Gates

NCWRC and NC Trout Counties

Alleghany
Ashe
A very
Burke

Buncombe
Cherokee
Clay
Graham
Haywood

Caldwell
Mitchell
Stokes
Surry

Henderson
Jackson
Macon
Madison
McDowell

Hertford
Hyde
New Hanover
Onslow
Pamlico

Watauga
Wilkes

Polk
Rutherford
Swain
Transylvania
Yancey

. .

Pasquotank
Pender
Perquimans
Tyrrell
Washington

APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.

Page 4 of 12

Office Use Only:

Form Version May 2002

USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)

I. Processing

1. Check all of the approval(s) requested for this project:
~ Section 404 Permit D
o Section 10 Permit D
~ 401 Water Quality Certification

2. Nationwide, Regional or General Permit Number(s) Requested: 11= / if

Riparian or Watershed Buffer Rules
Isolated Wetland Permit from DWQ

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: D

4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: D

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: D

II. Applicant Information

1. Owner/Applicant Information
Name: 14v\.dc~) R~/t!J
Mailing Address: PO l3 {) y.. J (1 ~ 0
pJ1f~ b~ur')) .-~f(~ 'J../3' d....

Telep?one Number:.:;! -,;:'~-:J.~ Fax Number: CJ/C;- 1)4.r- :l:J.c;~
E-maIl Address:~__~t:L_.:.i1 ~-vds:prJ!!J "''"<1W1

2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the ~~ent has signatory authority for the owner/applicant.)
Name: 0011 I1C~v I
Company Affiliation: ~fJI.p1/
Mailing Ad~d ~s: ~~. '1:2 IO~ "
_1I1__tJ., ~ _ :2 ::1;2
,

Telep?one Number: 1/Cf-?o;j - It, 77 Fax Number: 9/9 - p~-S-Z?:J
E-maIl Address: drnc c..avl In Id~J-' ~ . ,Co 'n

Page 5 of 12

'.

III. Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.

1. Name ofproject:--1l,,~1! fJ,'J1te Eo5t

2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): S ~-lS-~X300

4.

5. Site coordinates, if available (UTM or Lat/Long): Jf: 7 /Cf / aAl 7(7. 0 &9/ () W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)

6. Property size (acres): -;),1 /f-U7t"S-

7. Nearest body of water (stream/river/sound/oceanllake): Jovck~ ll!;/!t='?,

8. River Basin: Go...,. ~-4j/
(Note - this must'be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h20.enr.state.nc.us/adminlmaps/.)

9. Describe the existing conditions
at the time of this application:
~~ .

Page 6 of 12

11. Explain the pllfP.ose of the proposed work:

10. Describe the overall project in detail, including the type of equipment to be used:
~ ~

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.
Vt1-

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.
-:'-)...1119'

VI. Proposed Impacts to Waters of the United States/Waters of the State

It is the applicant's ( or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.

Page 7 of 12

2. Individually list wetland impacts below:

Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact IOO-year Floodplain** Nearest Stream Type of Wetland * * *
(indicate on map) (acres) (yes/no) (linear feet)

**

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htto://www.fema.gov.
List a wetland type that best describes wetland to be impacted (e,g" freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).

*

***

List the total acreage (estimated) of all existing wetlands on the property: D
Total area of wetland impact proposed: 0

3. Individually list all intermittent and perennial stream impacts below:

Stream Impact
Site Number Type ofImpact*
(indicate on ma )

Stream Name**

List each impact separately and identify temporary impacts, Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc,), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included,
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows, USGS maps are available through the USGS at 1-800-358-9616, or online at
www,USgS.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., WWW.tooozone,com,
www.maoquest.com. etc.),

*

Cumulative impacts (linear distance in feet) to all streams on site: ?.OtJ

Page 8 of 12

'.

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:

Open Water Impact Area of Name of Water body Type of Water body
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)

*

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc,

5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): D uplands D stream D wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):

Size of watershed draining to pond:

Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce im acts.
r ~ I _ -fir ~-e
d

VIII. Mitigation

DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.

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 the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h20.enr.state.nc.us/ncwetlands/strmgide.html.

1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view.
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a~ sarate sheet if more space is needed. . -

:: e,~ ~"""B1f 1D-!l;ftr~ ~~ frI.I,~J-'<J~
. ~. -5: 0". j . _ l J.J \ h . , 0l e. J I us'd- . 9/-
s.? ,~ ~ '2iJLJ I
,

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP), Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h20.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):

Page 10 of 12

'.

IX. Environmental Documentation (required by DWQ)

Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes D No ~

If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEP AlSEP A)?
Note: If you are not sure whether a NEP AlSEP A document is required, call the SEP A
coordinator at [phone] to review current thresholds for environmental documentation.
Yes D No lXl

If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEP A or SEP A final approval letter.
Yes D No 0

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan, All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.

Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes D 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 Multiplier Required
(square feet) Mitigation
I 3
2 1.5
Total

*

Zone 1 extends 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 Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.

XI. Stormwater (required by DWQ)

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
d~O nstream fro~Jhe property. ~ .

_-eve tJJ / ~;-; J. ~J, ~..J ~ '" -f p" I1C"/ t-" a - , 77 ~~.s:
).ulm~_ q~_ Y'_ ~ ~_~
.

XII. Sewage Disposal (required by DWQ)

XIII. Violations (required by DWQ)

Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes D No &J

Is this an after-the-fact permit application?
Yes !Xl No D

XIV. Other Circumstances (Optional):

It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

w~ tlfFCd ~~/tJLf

Applicant/Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 12 of 12

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MICHAEL F. EASLEY
GOVERNOR

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DMSION OFHIGHW A YS

L YNDO TIpPEIT
SECRETARY

October 9, 2003

Chatham County

County Driveway Permit File Number 52-569
(Subdivision Street)

Subject: Commercial Driveway Permit Application with Entrance onto SR 1700

Mr. Larry Kingsley
P.O. Box 1060
Pittsboro, N.C. 27312

Dear Mr. Kingsley:

Personnel assigned to this office have conducted a review of the permit Application and approval is granted
subject to the following stipulations:

1. The entrance onto SR 1700 is to be constructed in accordance with the attached detail sheet.

2. The entrance onto SR 1700 shall require radii as shown on the plans.

3. No parking or outdoor advertising (signs) shall be allowed inside the right of way of SR 1700.

4. All driveway access for this subdivision to be onto Park Pointe Drive.

5. Any areas inside the right of way disturbed during construction shall be seeded and
mulched immediately upon completion of construction.

Attached to this correspondence please find an approved copy of TEB Form 65-04 (Driveway Permit
Application - N. C. Department of Transportation). Upon completion of the driveway entrance construction
please notify the Chatham County Maintenance Department (Phone [phone]) so a final inspection of
the entrance can be made,

Yours very truly,

j1j~~

J. L. Picklesimer, P.E. , P.L.S.
District Engineer

DCW
Attachments

cc: Mr. W. F. Rosser
Mr. B.F. Sloan

P.O. BOX 1164, ASHEBORO, NORTH CAROLINA 27204
PHONE [phone] FAX [phone]

,. ~~::'.ifi.~~%i~i~~~.0~;~~t~,:".,

~~~:TI~ ;~~::~ess to Route No L706?;j~\~. liiI4~~~~~~~~t~~~&~~~~~~~":~
Exact Distance / 0(,0 ~ ~~I:: ~ ~ r2,;ji~):(j\lq,ri~!~\::;~;~f:~~~~~i~~,TW~.~:';"'"

From the Intersection of Route No. 1700 ana Rout~'No., .r.f/fll:-:"'f,,;"ri':fowa'ra

, :~'~: :>""1:; ~~;..' "~ ~"~';';1~~~",-~,;~-';~ --,,,,,::~,,;~ ~ ,~......' ;:~:"-':" ,~-'\ }~:"_. " " -~ _~' '.'r_~" ...,'
o Special Commercial l8" Regular C mmerc.j'al:~/~~J::] lRes'idenlialiS'ubdivisi'o,t ,.'.. 0 "Other
~ is not , Within". '/:-- ,if 3"~~;,i';Z)~':i:'L:i(~~~~:-/~~Y"';" ::fi:i~ ZoonirigArea.
. . '.~"",",:' ~'~'--'~;}~,~,f~;';-fJi#~-~~.:.ll,~~~-;':-./;~~';~'- - -..-..-.~ . .~':'~':, ..:.~~;\<:ri',.._~~-:;_~-:i_:.'. .,.~.~~;~~~, "..
Dfc Rural DUrban. , : '< Development Classlllcalion .' ",:;..,:~ c';",,' '.

AGREEMENT
I, the undersigned property owner, request access and permission to construct driveway(~) or street(s) on public right-of-way at
the above location, ' ' '. '
I agree to construct and maintain driveway(s) or street entrance(s) in absolute conformance ~Th'e'$i~~M"'13~cV:~)W~;treet and
Driveway Access to North Carolina Highways" as adopted by the North Carolina Department of Transportation.?'~ ,
I agree that no signs or objects will be placed on or over the public right-of-way,' i .. i
I agree that the driveway(s) or street(s) will be constructed as shown on the sketch on (the revers~~sige~ (t,qe?~l*hed plans).
I agree that driveway(s) or street(s) as used in this agreement include any approach tapers, storage lanes or speetl cHange lanes as
deemed necessary. DlvrS,U1'1 C 1
I agree that if any future improvements to the roadway become necessary, the portion of dr~f.~i~(~pr-rtr~H~)!9P.~~~9 RlHublic
right-of-way will be considered the property of the North Carolina Department of Transrronafion, an8 ( wil1 not be e-nt[tTed to
reimbursemer.t or have any claim for present expenditures for driveway or street construction,
I agree that this permit becomes void if construction of driveway(s) or street(s) is not completed within the time specified by'the
"Policy on Street and Driveway Access to North Carolina Highways".
I agree to pay an installation fee for pipe installed by the Division of Highways or pay a $50 inspection fee for installation by others.
Make checks payable to NCDOT. The inspection fee will be reimbursed if application is denied.
I agree to construct and maintain the driveway(s) or street(s) in a safe manner so c:s not to interfere with or endanger the pUblic
travel.
I agree to provide during construction proper signs, signal lights, flagers and other warning devices for the protection of traffic in
conformance with the current "Manual on Uniform Traffic Control Devices for Streets and Highways" and Amendments or
Supplements thereto. Information as to the above rules and regulations may be obtained from the Division Engineer.
I agree to indemnify and save harmless the North Carolina Department of Transportation from all damages and claims for damage
that may arise by reason of this construction.
I agree that the North Carolina Department ofTransportation will assume no responsibility for any damages that may be caused to
such facilities, within the highway right-of-way limits, in carrying out its construction.
I agree to provide a Performance Bond in the amount specified by the Division of Highways for any construction proposed on the
State Highway system.
I AGREE TO NOTIFY THE DISTRICT ENGINEER WHEN THE PROPOS EO WORK BEGINS AND WHEN IT IS COMPLETED,

Pipe Inspection INSTALLATION BY: I ) NCDOT
Installation' Satisfactory AMOUNT
Costs (Yes/No) RECEIVED

PROPERTY WILL BE USED FOR:
PROPERTY 0 is
PROPERTY IS LOCATED IN:

] OTHERS

Entrance Pipe
Width{s] Size Length
1.3t.2.- _ _ S

Dollars $

SIGNATURE

(TITLE) ( ,

DATE

2.___$
3.___$

INSPECTION BY NCDOT

SIGNA TUAE

(TITLE)

DATE

PROPERTY OWNER

NAME ~Abll/~I
SIGNATURE CM../U.eJ 6
ADDRESS {3?9 AI PeA j21P6e 12 0
?( (7~ O/JJ)C)/ ~CZ~<O;NO,

WITNESS
CIWI-iwAME <;CA,v._;t? 1-1&1/1'
SIGNATURE~
ADDRESS Z :3 'I. F p/I,</ //1.1 .5 7'
LC-A ?o ~;2.- /

NAME
SIGNATU

NAME
SIGNATURE
ADDRESS
Phone No, 71/0- '2 '3/0

WITNESS
beAH /. !-/6//Y'
~~,
~ g'( ;: /YJA/^/ 5' 7'
Lh.1 Y 701Y' . /V? 2 75'20
<

10-1-86

NOTE: Submit Four Copies of Application to Local District Engineer, N.C. Department of Transportation

TEB 65-04

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MEMORANDUM

TO:

John Dorney
Non-Discharge Branch

Regional Contact: Steve Mitchell
WQ Supervisor:
Date:

SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS

Facility Name Park Pointe East
Project Number 04 0522
Recvd From APP
Received Date 4/2/04

County Chatham
County2
Region Raleigh

Recvd By Region

Project Type road crossing to reach higher ground

Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ..
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 I Stream IOY @N 116-(37.5) I WSIV I BNSWC 130,604. I 200.00 I I 200.00
. -
IOY ON I r-I I I I I -
.

Mitigation
MitigationType

Wetland
Type Acres

Feet

r

Is Wetland Rating Sheet Attached? 0 YON Did you request more info? 0 YON
Have Project Changes/Conditions Been Discussed With Applicant? 0 YON

Is Mitigation required? 0 YON

Recommendation: 0 Issue 0 Issue/Cond 0 Deny

Provided by Region: Latitude (ddmmss)

Longitude (ddmmss)

Comments:
April 26, 2004
HOLD
NO map.....No crossing diagram...200 LF of impact??? When ACOE didl/P calls where bugs the
criteria? If so, OK on that

cc:

Regional Office
Central Office

Page Number 1

Triage Check List

J?mkfb;nt-e- ~s+-
DWQ#: ()Lf-05;2~
County: (~/l1o. thO-. v'V\.

Project Name:

Date:

To: D ARO Mike Parker . D WaRO Tom Steffens
D FRO Ken A veritte D WiRO Noelle Lutheran
~ MRO Alan Johnson D WSRO Daryl Lamb
RRO Steve Mitchell
From: Eel Sch~O-r+zrnan Telephone: [phone]++

The iIle attached is being forwarded to your for your evaluation.
Please caII if you need assi~tance.

. Ei Stream length impacted .
~ Stream determination
{] 'Wetland determination and distance to blue-line surface waters on USFW topo maps
D Minimization/avoidance issues
D Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
D Pond fill
D Mitigation Ratios
D Ditching
D Are the stream and or wetland mitigation sites available and viable?
~heck drawings for accuracy - Nod fa. v-.J I V\.3
~e application consistent with pre-application meetings?
o Cumulative impact concern

Comments:

. '" '

C tl e- c k to ((' V {~O /0-;'" ; 0 n~:::> 0
M~~ - ~-~~{:.J-
drol. I(t~~h 7
(~~ ~ v-i.~ ~.)

O'/( W A TI2/y
&' Oc;.
ii5 y
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o ""'\

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality

May 14, 2004
Chatham County
DWQ Project No. 04-0522

CERTIFIED MAil: RETURN RECEIPT REQUESTED

Mr. Don McCarl
landco Realty
P.O. Box 1060
Pittsboro, NC, 27312

Dear Mr. McCarl:

On April 2, 2004, the NC Division of Water Quality (DWQ) received your after-the-fact application for a 401 Water
Quality Certification for 200 linear feet of intermittent stream impacts associated with construction of the Park Pointe East
subdivision in Chatham County. Insufficient information has been provided in order for us to complete our review.
Specifically, please provide the following materials so that we can complete our review of your application:

1. Please provide a location map for the project, Le. a road map illustrating the location of the property with respect to local
roads and municipalities;

2. Please discuss how the culverts required for this project will be installed such that the original stream profiles are not
altered. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) are to be
maintained above and below locations of each culvert. The culverts shall be designed and installed to allow for aquatic
life movement as well as to prevent head cutting of the streams. Installation of culverts in wetlands must ensure
continuity of water movement and be designed to adequately accommodate high water or flood conditions. Please
provide cross-sectional drawings illustrating the proposed pipe design and dimensions to meet these requirements.

Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of Engineers
place this project on hold. Also, this project will be placed on hold for our processing due to incomplete information (15A
NCAC 2H .0507(h)).

Thank you for your attention. If you have any questions, please contact Steve Mitchell in our Raleigh Regional Office at
919-571-4700 or Cyndi Karoly in our Central Office in Raleigh at [phone].

Sincerely, // 1
~';I~
( John Dorney - v t/

cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
File Copy
Central Files

040164

..

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.uslncwetlands)
Customer Service #: 1-877-623-6748

En: COMPLETE THIS SECT/ON

. Complete Items 1, 2, and 3. Also complete
item 4 If Restricted Delivery Is desired.
. Print your name and address on the reverse
so that we can return the card to you.
. Attach this card to the back of the mail piece,
or on the front If space permits.

1, Article Addressed to:

lssucd

Landco Realty
Post Office Box 1060
Pittsboro, NC 27312
DWQ# 04-0522 - Chatham

2. Article Number
(Transfer from service IsbeQ

r!l'AQent
o Addressel
C. Date of Dellvel'!

.~

3. Service Type "": ~ ~..
Pi Certified Mall CJ Expre~ ..../
CJ Registered ~Return Receipt for Merchandh91
CJ Insured Mall CJ C.O.D.

4. Restricted Delivery? (Extra Fee) CJ Yes

7003 3110 0001 3494 2132

UNITED STATES POSTAL SERVICE

First-Class Man
Postage & Fees Paid
USPS
Permit No. G-10

· Sender: Please print your name, address, and ZIP+4 in this box ·

NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

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SCALES:
1" = 50' H R
1" =5' VE

130

125

1 2 0 ~~-~

115

110

105

100

95

90

85
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9+50

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21 +00

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CIRCULAR
D = 24654'40"
T = 109.28
R = 230.00
L = 204.03
C = 197.41

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CIRCULAR
D = 24654'40"
T = 50.68
R = 230.00
L = 99.76
C = 98.98

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PARK OINTE DRIVE
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LEGEND:
C-125 - TEMP RARY COCONUT FIBER E aSiaN CONTROL MATTIN
~ C-350 - PERM NENT COCONUT FIBER E aSiaN CONTROL MATTIN

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<: u <:
::J ~ z~
E-i Z
rn. {j) 0
Z <: ~ 0
0 ~ 0
<: m
U ~ ~ N
C"'J U I
N C"'J
Z l!J
~ l,()
,......,
:::> m
M
CO m
~ '-'
j
CO

....:I
0
~ ~
E-t U)
Z
0 <
U ~
Z ~
0 E-<
....... E-t z
rn. ~
0 Z ~
0..
0:: .......0
~ 0....:)
O-t~
0 0
~ ~ 0
u
~ 0
.. z
Pt:1 < <:
~
~ ~
....... <
r:z:..
0
P:::
O-t
..
~
~
P-.

REVISIONS:

SCALE:
AS SHOWN

DRAWN BY:
SPH

DATE:
09-17-03

PROJECT NO.
J- 496

SHEET

2

OF 3

_10....
lINt -.

..,.,.

F1KWT w:w

IllU(l.
-lJt( aT ro<<x Qft..y ... OItN1tWl6. AIC/t
=., ~ ~,u:~~ NI'G ~
...omt:lSlumttNDDSTOIC1UMDlJF'MU.

. f()ft fV',tM ~ 9l.1
1'!NCl'~Ul!I(
No. ". ~ S1'(>>C,
f"'CR ~ tltD .T
~ ~itClM

........0Pt

!IIDI;: WW

STANDARD TEMPORARY SILT FENCE

1

_ _ _ _ !!:!. ~A!l2!! ~~ATER _ _ _

O<tSTlHG SlOPE

OR,tJHAGE AAU.
(ACRES)
1
2
J
4

rtL TER FABRIC

.WW

tlJl1L
HElCHT '" 'MOTH llEIDl_O ey
EXlSllH() T~IPHY N<O
'U)tIl[NT ST'OR~ RtOUlllEO.
'EY RIP RAP INTO T>!E 0'-"
'N> Sf ABIU U. T1OtI.

FRONT WW

0:~1lHG SlOP!'
a:JlP ClFQl~

CHECK DAM

6

..

SuRf" ACE f1.OW
DlVERSlOIl

..

.
.

STOll! APPROAOIl SECllON
5: 1 MAX. SlOPE ON RQAJ)

..

IiQItS;.
,. CUSS e STQNf - lIIHMJ10I DEPTH ~ 24'

2. UhttRCOT FOR STOtIt PLACEMENT

...

ON

TEMPORARY STREAM CROSSING OPTION

118

SEDIMEN T BASIN TABLE
BASIN LENGTH WIDTH DEPTH WEIR LENGTH
1 34' 17' 3' 10'
2 14' 7' 3' 5'
3 42' 21 ' 3' 16'
4 14' 7' 3' 5'
5 34' 17' 3' 10'
6 14' 7' 3' 5'
7 46' 23' 3' 18'
8 16' 8' 3' 6'

OUTLET APRON

TABLE

OUTLET
1
2
3

LENGTH
12'
9'
15'

WIDTH
6'
5'
8'

050 STONE
13"
13"
13'

DEPTH
24"
24"
24"

C{L
60'
RIGHT OF 'WAY
I
0'
PAVEMENT

6'
SH1JUUJER

6' DITCH

I'P II. f1

1/4' PE:R fOOT

I' PeR n.

SECTION~ -1 ~
S9,SA 3

TYPICAL STREET
811 ABC ~ 1 1/2/1

C L

61

41

401

51

SLOPE AS REQUIRED

SECTION A-A

CUL-DE-SAC

R/w

~ Jr. r
~i
STEEP CUT OR flU StOPE - - - ....1lIl

2: 1 SLOPE (MAX)
- fl_ ..- 0I1tH
~ l!Im'MN ~=-~

CONSTRUCTlON SCHEDULE

Obtain grading permit Notify 571-4700 of approximate start date

2. Install grovel construction pod, temporary diversions, silt
fencing sediment basins or other measures as shown on the
approved pion. Clear only as necessary to install these
devices,

lilllU;,

5f'T
IoIAX
I

i
..
===t

3. Call 571-4700 for on site inspection by Environmental
Inspector and obtain Certificate of Compliance.

1800 co fT/Aa<E

1. uS( FOR ORAlNAGE AREAS
HOT EXCEEDING 5 (AVE) ACIlt5.
2. EARTH BERU SHAl.!. !IE SfJBIUztD wi SttllftolG
Aco:lROiNG TO mlANGU SPECFlCA l1ONS.
3. use CU:AN COI.lPACTOR All. IoIA 1tIl1~ FOR EARTH BERM.

-
~~.1O~~=-"':=~
lHAT OIIWM '0 JaIt$ '* l..f$S.

SIDE SLOPES --=::::::::::.
2 : 1 (IoIAX.) .-.

4. Begin clearing and grubbing_ Maintain devices as needed.
Rough grade site.

0,\

MAINTENANCE

tOIIttT 1DIPOfWtY t!I:U)fT ..,.. ArlP tACH fi"CIIcZ r:I SkMt'JCAHT JlAH'AU., ~!I1IM:Hr..... N'S1'CfI[ ~ TO rrs ~
~ ..,. 1Ml SUMIfT HAS .utI..UJl.4l!D 10 M-HN.1 'JME. DmGH DIP1N (f lHE lRI#. fItACI'..!II:DtIlEHf lKAT t!. ~ If
A Dr::SQKAlD) tIS"OSAl <<A Nt) tf1Il..A<< 'ftE (XlNT16II<<1'!I) PMT or M ~\G. rAQfQ.

OCCk 1Nl SMt.IC1\IlIIl F'QIt ~ F1'CIf ~ M,..,..., ~v (:H[t;I( N (V"Df C1T M R1.WAy to 0dl.N. IT ., A .......
" 1.$ I'T tIO.OW M ..OW PQtft ~ H 0<<WIQfDfT. IrMtAAlaY f'U. NAY strn.nerI' (:I M ~ 11) 3I.IOH'n.y """'*- DCSIGN
<.lftAO(. Nf(" ~ (:dlf.A(tD IftI:M THt 8PlJ.1tA'Y ..,. 8( ttIJV(C IllCaAttly.

ST*Ul H rMWe::NOrJ NC) MJ,. ~ ItM)l.$ /tIII'Nt TM[ SUMNT POQ.. ftHt) ~ ,...,., M 'f'>> IlMI:lIAlU" .vTUt
0<HS1!lUC1lOM '""_

!!lm1UI\I 11RJ ",...- FJ-- AND ClLw:RT PIPE
NO SCAlf

S~ CUT OR flU SLOP[

5. Install storm sewer(if shown) and protect inlets with silt
fencing, sediment traps or other approved measures os shown
on the plan. Begin constructing building, etc.

11

GRAVEL & RIP RAP BASIN/OUTLET

3A

GRA VEL &; RIP ~H~~bE INLET BASIN

PLAN \tV.W

4

DIVERSION DITCH

9

6. Stabilize site os areas are brought up to finish grade with
vegetation, paving, ditch linings, etc. Ground cover to be
provided within the shorter of 15 working days or 90 calender days.

a~Yoo~ ~~
~Pl.YWOOO~~
x----J....
1<<)1'[: Al.I. P AIlTlAU. Y ca.PlLlED ~ OIl AJI(S
lIHAU BE PllOmtm "T 1ltE END ~
EIIQl OAY IN ACCOROAIlCE WITH THtSE
OET Nl.S.

7. When construction is complete and all areas ore stabilized
completely, call for inspection by Environmental Inspector.

8. If site is approved, remove temporary diversions. silt
fencing, sediment basins, etc., and seed out
or pave any resulting bore areas.
All remaining permanent erosion contro' de,,;ces ,such os
velocity dissipators) should be installed now.

UPSTREAlI EHO ~
~ DRAIN

la' ~SO-'3' STONE
UNER W/ rA8R1C UNDtRUNER

RIP RAP T AILDITCH

9. When vegetation has become established. call for final site
inspection by Environmental Inspector.

~ IISTALU110N -!mP t

sn:n. ftNC(
POST (T"IP.)

DI ~ Nn PIIOlm'MN

10. Obtain a Certificate of Completion.

UPSlllWI END f]F ~
$TORN 0AAIll ...............

()'otfNU}I(

m!lO~~N'J:OTECl1OH

.wEa.
, r;:w.( SlU1 ~ PQS1 AT I.fAST tr 1m)
>CUD ........
2. IO:'J) POSTS ". war ~.a.J;
). ~ STNUS " J#An lQ ,,~ ,~
"'.,.,......
.,~SP4CflI.ASfil'DtAl'Jflit1'lllJ""""-
~
=~~
rum 1It1M $at. NID
~

-L

.....

1 '

SC150 T A1LDITCH

SEEDING SCHEDULE
(REVISED: 1-1-86)

12

T AILDITCH

10

PFJI!IPF.C.11\<< WW

';-

Shoulders, Side Ditches, Slopes (Max 3: 1 )

DATE

iYPE

PLANTING RATE

I ~
I
SECTIQN AT 0PEHtm

HARDWARE ClOTH

1/2 OlAMETEll f]F PIPE
OR 12" lMOIEVER ~
GREATER

Aug 15 - Nov 1
Nov 1 - Mor 1

Toll fescue
Toll Fescue
&: Abruzzi Rye

Toll fescue
Hulled Common Bermudog<Dee

Toll fescue and
...Browntop Millet

."or Sorghum-Sudan Hybrids

.300 Ibs/acre
.300 Ibs/ acre
25 Ibs/ acre
300 Ibs/acre
25 Ibs/ acre
120 Ibe/acre
35 Ibs/ocre
30 Ibs/acre

Mar 1 - Apr 15
Apr 15 - Jun 30
Jul 1 - Aug 15

CN>A.C1TY ~ PIPE CIJ\. VERTS
1'OOETHER - IlAHK FUU. f1.OW

~AlIOI!#

COARSEAOOftE<;ATE

Slopes (3:1 to 2:1)

PTI

u u u
~ n.mI INln PAO'mmtlN

SerictlO Lespedazo (scarified)
&:
Add Toll fescue

Or Add WeepinO Lov"9rose
Or Ad<:! Hulled Common Sermudogross
...Tall Fescue and

".Browntop Millet

."or Sorghum-Sudan Hybrids

Sericea Leepedeza (unhulled-unscorlf;.,d)
and Toll Fescue

Add Abruzzi Rye

Mar 1 - Jun 1

50 Ibs/acre

BAF'FI..E: 1N!h'ALl.A1ION - S'mlI 2

GRA VEL & RIP RAP FILTER BASIN

3B

PIPE INLET PROTECllON (PLYWOOD AND STONE)

120 Ibs/ acre

10 Ibs/ocre
25 Ibs/acre
120 Ibs/acre
35 Ibs/acre

30 Ibs/ acre
70 Ibs/acre
120 Ibs/acre

25 Ibs/acre

50' lIIH.
I 8IJT SUfl'lCltHT TO KEEP I
SEllI>I€Nl ON SITE

~~, );j~~~~~~i~ J=~~T'

1,.,..,'-\1 . .' ". ". ....,.... '/ .."...... " ," M: ~ GREATER.
:;n;~::;5:;f.;P~}~:~)ifL7;-:;f&;:Hf.

wm:s:.

(Mar 1 - Apr 15)
(Mor 1 - Jun .(0)
(Mar 1 - Jun 30)
Jun 1 - Sep 1

Ssp 1 - Mar 1

20' IIH.

.', I
=, [tls;;Wz~:~:~l~~f';~'i~)~ ] 12'

. . ....... " ".' ". . 'J '..,' .j. .~.. ..,; ..,' '" .',.,", .....,
;:...~~.;?i:<:: :~::<; :::::- :::;:.;.:;:;;';:;::'~ :'~:<';;

1. PUT SIll rrncx OR 1REt PROTECTION rt>>Cl!: UP
TO EHSIIRE COHS1llUCllON [NT1!ANCE IS VSEO.
2. If COHS1RUCllON ON 'IHt: SlTES ARE SUCH 'lHA T
TH[ WO IS Hot IlDIOvm BY 'lH( VEHIClE TRA'IEl.-
IN<) OVER 'IHt: S1'Ol€. 'lH&l THE 11M:S f]F 'IHt:
VEHlCU:S l.I\JST flE WI\SHEl) IlEFORE EH1tIlt/G 1ltE
Pu8llC ROAJ).
3. IF A PRo.ECT CON11NIJtS TO PUll. toIOD AHO OE8fIIS
ON TO '!HE PVeUC ROAD. 'lH( GO\OlIlIolG "UlHOR1TY
\\IlL CU:AN TH[ NIEA AHO INVOICE THE F1HAI>ICt~ Y
RESPOIISl9lE PERS>OH AS INllCA tm ON '!HE FlNAHClAL
RESPONSlBtUTY FORM.

-FAllRlC N"Y BE AllOEI) U'lOER TH[ S~
""OIl WOO1J) ADO TOTAl. un: TO TH[
COHS1RUCllON EHTRAHCE

fUll
TEMPORARY STREAM CROSSING

(Nov 1 - Mar 1)

eLM

eLM

~~'..:~-;,..;..

15' ....1<. HI:W CONS1llUCl1OH...............
It'.
... ... . .(c,,:;.;;':ijiI'~
'..'..'"'~'.'."'...'.....'\'..
. ,...< " . ',' ,\ :, ;.:. ,....... ,. ,"... ,- .... ..... . : .

\A8R~~~R' STONE. ,

NEW CONS'IRIlCllON ~

11A

~~-.r~~(?A~~

,

~~

D~-(A ~

lNST AI.LA nON Of" NErl'TN(l "1'l0 MA'l"TTh'G
_ deoiallOd.. _ __ shod<! \lO in'!allo.! lJl O<<Ot-...iJh
1I131'l...,ractutQ's ~""''7 mat Q1I bl2:lI\:(1.I)'p: f'Odudusedua ~.c.
""" m*" oIlcal4 poo>1d6tOWrol..l<a" lO1li olthuurfll<<> ""''''' .isap.
pljcd.l.....ltatic>> is il\!",""" WIMp<: 6.140.

I. IIR>Ir~"" fanliJ:rc all<llUd btf_ ll);"llle..., crmlC

Consult Conservation Engineer or Soil Conservotion Service tor
additional Information concerning other alternatives for vegetotlon of
denuded areas. The above vegetation rates ore those whiCh dO well under
loco I conditions; other seeding rote combinations ore possible.

(," rye f,,,-te
( 1V1'f1l "'lO'(~

. ~~p I#M~.
~rf E~~ TO
'l'1)1!~,. e.\l:.K.
SUIrE.

I~.

35' MIN.

0<t$'!1N(l ROAOWAY\

~"':-f""";(I'(""'c""~\iJF.' ..u
..... ...._:",.,..e.. v......':<.>..:'......:',...,,,.... , u _...

..'Temporary - Reseed accardlng to optImum stlOson for desired permanent
vegetation. 00 not allow temporary cover to grow over 12. in height before
mowing, otherwise fescue moy be shcded out.

SEEDING SCHEDULE

SEEDBED PREPARATlON

lV!1e.. DerAIL

1" channol&. rollool Gtript; Q! rtGtt~ng ~ar..~el to tM
dlreetionof"O>N Mdow' the proteclMl mulcl1.

1.)

CHISEL COMPACTED AREAS AND SPREAD TOPSOil 3 INCHES
OEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.

RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).

CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.

SEED ON A FRESHLY PREPARED SEEDBED AND COVER
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.

MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.

.
"/ "....

'2.1''-:'' ..
overt3P JoIn sl<ipo by .nthori"9
and overlopp;r'9.

2.)
3.)

llllJE;.
'lHtS EN'IllAHCE APPIJES 0Hl. Y T~ EHTlWtCES
~ 1Il00VlOUlll SlIlGlL FAl/Il.Y RESlOENTlAl. UN1TS.

fRQ!lS SEC110N

CRQSg !iImTIQN

2. 'Stan l.tyi~lhe Ml fmrfll tPletopofthe cl-.alu'Cl or Jlopd ard l:tM)lt a4oa-JI.
lMpdc, Al'ow r;ettihJ to l.1y lbMt'1.10G ftH.so.10t' nmh:ft tVYrfbut wldl:..t
"rinkl~t&tJ(strek:tt"

4.)

J. To !IX In\ ItT.net.bmy tho -plopcwd ina skxortmneh 00 as dIarllS (n:htg
~,CI)~ 'Ujth lOa. Rid b11np firmly as :Jlcy.t" il) ~iSwt: 6.1.... St.8plt the l(:t
ever; 12 I <die< ""roll rho 11>{1 <n<t.nd/MtY 3 rL ""uOO d~ eda<<and_.
WIle" 2 ....;p. 01 no: ..., 1oi4 ,l:l< ~y sw.. .1\6 0C\jau., 6<1&" .hoold be
.....,lapped. I ,"'''''' .n<! ,""plod lOtelhet. Caeh '''ip of .....'18 shoul4 tOO be
,..pled down rho "'Mer. "<<]> 3 Ie 00 not 'h~b lho netwl1en opplyint
!I.p&t~.

6.)

L"

5.)

Filter
blankel

~. TO,lOn tWO sttlps.c.",g trenc:h108~ tm:er1doftl'.cDOWMl.Q\{emr1he
ctlQof1ho ~y.)lrtron tSinclles.a.~n 1>1 f'i!Ure6.111a..n1.sa::M e"t"t:!'j
11 ire"""! j~ below the ID(fIOf li1ct.

7.)

10' PVMNT

CONSTRUCTION ENTRANCE

RESIDENTIAL CONSTRUCllON ENTRANCE

8

8.)

INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES

CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.

7

~1tJoJ6 i

9.)

* APPLY: AGRICULTURAL LIMESTONE ~ 2 TONS/ ACRES (3 TONS/
ACRE IN CLAY SOILS)
FERTILIZER - 1,000 Ibs. / ACRE -10-10-10
SUPERPHOSPHATE- 500 Ibs> / ACRE -20ro ANALYSIS
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION @ 300 GALS./ ACRE

Plan

.. Lai
k-.~ ~
. ~" ~,.Jlr.
Set! cO AA "'''i~e'
:';Jnko"

4"1"c'

~'I/:;''l lA'
..c5~ . ~., ~m.il> Af'folJ

k

l(''''(,-fl.I

,.j

Notes

1. l4 '8 1he lell9t~ o' Ihe r,p<"Il
apron.

2 d"'.5 tlines the maximum
stone diameter but not less
than 6'.

3. In a well.defined channel ex.
lend the apron up the che.one!
banks to 81'1 elevation of 6'
above the maJr,imurr, lBllwater
depth or to tho top of the bank.
w~iCl1ever is les$.

4. A filW blanKtlt Of filter fabric
should be Installed between
tho rjprap and sail foundation.

PipO Outlet to We"~efjned
Channal

.J r"--J? k

~~r.lht,.)tl<<'~

1bf' of P"I'I\
L
~. c:'l1"'<:H ,.~O 6<<'(
"(1it.P ~Ot,.~
(""II'). 12" 6,:' 1')U)

1Aef'

t

~o1~S :

I) Ora_dONn riser snaIl be G" SCH 40 PVr. with ciean~jt cap agd slots. Slots shall
be iN wide vertical saw cuts. Slots shall be placed at 90 intervals around the
pipe (4 slots}, Slots shall be 8" long. one set of slots shell be sepsratecl
fr(lll the next sot by 4" of Solid pipe. The rl\Jllber of sets of slots shall be
depth of bastn ~inus one.
2) The tarp used to protect the weir shall be the width specified. fhe length of
tBrp shall be according to avell8ble sL4lply. If IIlUltiple t8fPS are used to
extend protection to toe of bllClCslooe then tarps shall be O\ferlappeCl .t least 12-.
~st~Ml tsrp shell overlap downstre8lll tatp, 'the tlrp shall be 50 11I11 heavy
duty sUver tarpaulIns for S~ tes1stance.
)) Basin shall be cleaned out when t full.

6'
SHOULDER

-,02

-,02

201

201

SHOULDER SECTION
DRIVEwAY TURNOUT GRADES

601 R/\v'

~"'.~~..,~1'tt~ I!! ~, Hltlllll/'
.~:':t-'''' ;:'"-:r:
,(. ~ -A.C'\. r"
".:'> \\\"l"'l"\"^P~1:! A-'<~
~..."' ~~ Lt1o. '1/ ':.
.:.."0 +~,. ~o,.<>,/,., >
::! .. ~ . :.r<ov>::.
!! t:r:: " ....-1 ':.., \>~ .:r "'.
~~::- a:;t ~ &~ :;,
.,-, El ~ .'
" 0 D ( Ij C ::;).:0
U ~ r"J} . ! f.rJ:;:;; 2;
~ ,.,... 'l.V-:O ~2 .."" .;
... ....,.. t.<> :1, <~ o' , ." ~
~~ '\.1 y<>Vt:/ \..~\> "N..I. . '
;';'\Y:O~<I ~o ~ '"
.;. I'! -4'n stlG '7
~" IV >. v: ,",>
<;;'4' ",,'-,\ -,..";.
J:!Ij:ll'ltdl~. ;~'#

c.;
Z
.......
~
Pt:I
Pt:I
Z
.......
c.;
Z
Pt:I

Eo-<
rx:l
r.:l
~
Eo-<
'(f)

c.;
Z
t-t Z
E-t1-4
~ <
::g
:::> Eo-< Z
rJJ ~ 0
Z ~ ~
8 ~ j
cY:l U
N

z
~
:::>
~
~
()
j
~

rJJ
Z
o
.......
E-t
<
to)
.......
~
.......
()
Pt:I
0...
rn

o
~

~
.......
-<
E-t
Pt:I
o

REVISIONS:

SCALE:
N/A

DRAWN BY:
SPH

DATE:
09-17-03

PROJECT NO.
J-496

SHEET

3

OF 3

co
m
N
't--
I
(lJ
l!)
lD

o
C\1
lD
't--
C\1

,-...,
m
.......
0)
"-/

:Xl
u <
z~

o
o
O':l
N
I
(lJ
lD
lD

,........."
m
......t
m
---

E-t
rn
<
~

E-<
Z
~
~
(:i::I~
E-t~
Z~
~O
00
~g
Z
<
....:J

~
fl::
<
~

<

..

)

N

1

64
BYP
!
....
.~
....

~\c
~G~t\\'%"
t"\\'\\"
.~

CENTERLINE CURVE DATA

}j

CURVE # 1 : R = 230.00'
T = 68.30'
L = 132.79'
CURVE # 3 : R = 230.00'
T = 54.13'
L = 106.33'

CURVE # 2 : R = 230.00'
T = 1()9.28'
L = 204.03'
CURVE # 4 : R = 230.00'
T = 50.68'
L = 99~76'

. VICINITY MAP (No Scale)

~

JAMES '11.:.. COTTON ~
DB-411, PG-382 ~
It

LEGEND

EIP . - Existing Iron Pipe
. - Exist. Concrete Monument
. - New Iron Pipe
. - P K Nail

ECM

~ ~ - Creek or Tributary
MJno. - Fence Line
PIl - Property Une
CIL - Centerline
R/W :- RIght of Way
DB/PO - Deed BooklPage
N/F - Now or Formerly
PP - Power Pole

PLEASANT HILL BAPTIST CHURCH

- Lines Surveyed
...... - Lines Not Surveyed

. - New Concrete Monument
RRB . - Railroad Spike

>
~
'(I1l()
~~~
~~~
.~ ~
~ --~
=~~
~1~
1iIIII(==
~Q'"
.36

!tEED REFERENCES
337/313; 337/314; 416/132; 399/636; 43616f4; 4031636; 401/398; G7J380; 738/351; KY/30
lJ.,i\T REFERENCES 3
PD-ll, PG-82 ; PD-t9, PG-88; PB-3, PG..64 , PB-ll,lG-94
99' 101.t\L
-W 495.
S 11-()1..S9. .

=

MICHAEL J. OCONNELL
DB-890, PG-315

\.

/, Pt)i111p D:Stout, (PLS L-2657), certify to one or more Of the following as
Indicated thus, ~
_ 0' This survey creates a subdMs/on of land Within the area of a oqunty or
munfClpallty that has an ordlnanes that regulates parcels of land.
_ 0 Thls.survey Is of an existing parcel or parcels of land.
_ 0 This survey is of anoth6r category, such as the recombination of existing
parcefs, a coult-orrkJred SUIV6Y, or other exceptIon to the definition of
~~~. ~
~ ft' Area computation Is by double mer/dan distance method. ~
1!I1J! fl1' Except 8S specifically srated or shown on this plat, this survey does not O~
purport to reflect any of the following which may be applicable to the subject
reat estate; easements, other than possible easements that were clearly :::.. ,
visible at the time of making of tills survey; building setback lines; restrictive (] ~
covenants; subdivision restrtctfons; encumbrances; zoning or other land.use $ ~
regulations, cemeteries and any other facts that 8n accurate and current title .
. search may disclose. .
, t!JM! PI' No statement Is made concernIng the existence of underground or overhead ~
conts/ners or facilities that may affect the use or development of the propsrty ~ ~ it
shown hereon. . ~ - t':
. , ~ ~..
,.,.. ~ :P. tt
f!'4i ~ ~Jto-...
NORTH CAROLINA, CHATHAM COUNTY. '. ,~~ ~~.

/, PhIllip D. Stout, ~LS, certify tt,st this plat was drawn under ~y supervision ~ ~ . . of
from (an actual SUtV8Y, made under my supervision) (deed description recorded I~ ~ ,0.
Book . Page' ), that the ratio of precision ss calcullJted by latitudes and. ~..,. '1
departures Is II. , that the boutJdarles not surveyed are shown. ,
. I
a$ broken lines plotted from. Information found In Book . Page ~ that this
plat W8~ piepared In accordance with G. S. 47-30 as amended, Witness my :Jriglnal.
signature, ;eglstratlon number and Hal thls_ day of

S 09-54-44 ~
65.84' It.
~

LOT # 2
4.6 AC.

LOT#l
4.1 AC. .

LINTON COPELAND
DB-688, PG-857
PB-26, PG-81

~
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PARK POINTE DRI
60' R/W ( PUBLIC

SURVEYOR (REGI8TRA TION NO. L-US7),

N 85-16-17 W
56.18'

. N 8~16-17 W
2.66~ TO RIW
1/53.84' TOTAL

\
\

~
M

LOT # 4
6.4 AC.

, 6T#5
7.4 AC.

,BENTON THRAILKILL
DB-3'20, PG~187

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CLINTON COPELAND
DB...688, PG-857

~
TOTAL ACREAGE OF TRACT TO BE SUBDIVIDED IS 28.845 ACRES AND CONSISTS OF
THE FOLIuOWING : NCSR # 1700 RIW 0.556 AC.
NEW STREET RIW 1.452 AC.
LOTS 1- 5 (EXCLUDES R1W) 26.837 AC.
TOTAL ACREAGE. 28.845 AC.

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z 'S.E. CORNER CLINTON
a:
w RRS COPELAND TRACT
~
(SEE DB-688, PG~857)

1030'

.... S 22-20-40 W
1-827.26' TOTAL

IV

WNING CLASSIFICATION: RA-40

NOTES
1. CURRENT OWNER OF PARENT TRACT IS PLEASANT HiLL BAPTIST CHURCH, 1309
NORTH PEA RIDGE ROAD, PITTSBORO, N.C. 27312. SEE DEED AND PLAT REFERENCES
NOTED HEREON.
2. PARENT TRACT CONSIST OF A PORTION OF 28.845' AC. OF PARCEL ID # 17530.
3. PUBLIC WATER IS NOT CURRENTLY AVAILABLE TO THE PROPERTY SHOWN
HEREON.
4. LENGTH OF NEW CULDESAC ROAD SHOWN HEREON IS 947.41' FROM RJ\.\r' OF NCSR
#1700 TO CENTER OF CULDESAC.
5. CONTOURS TAKEN FROM USGS QUAD SHEET, MERRY OAKS, 1993 EDITION.

SKETCH PLAN FOR
"PARK POINTE" ?A~1'
A LANDCO DEVELOPMENT

STOUT SURVEYING SERVICES
26 CROSSWINDS ESTATES DRIVE (919)542--1328
PITTSBORO, NORTH CAROLINA 273/2

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TOWNSHIP: NEW HOPE

, .
COUNTY: CHATHAM

DATE:

50 0 100
tmd ~-1
GRAPHIC SCALE

x

, .-/

STATE: NORTH CAROLINA

P.I.N: ASNOTED

SCALE: 1 IN. = 100 Ff