20030682 Ver 1_COMPLETE FILE_20030606

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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
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 22, 2003
CERTIFIED MAIL: 7003 0500 0000 8804 2467
RETURN RECEIPT REQUESTED
Mr. John L. Pierce
PO Box 1685
Jacksonville, NC 28540
SUBJECT:
Dear Mr. Pierce:
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ADDITIONAL INFORMATION ON
Willow Run Subdivision
DWQ PROJECT # 030682
Onslow County
This Office has reviewed your Pre-Construction Notification application and is placing
your project on hold until we receive the following additional information:
1). Please provide a Jurisdictional Determination Map signed by the Army Corps of
Engineers (COE).
2). Please confirm the type of Nation Wide Permit that the COE has agreed to
authorize the proposed activity under. In the future, please note that it is your
interest to contact the COE prior to submitting an application. If your total
impacts are less than 1/3 of an acre and the COE authorizes the activity under a
NW 39, you are not required to notify DWQ or pay a fee. You are automatically
covered under Water Quality General Certification #3402 which can be found at
http://h2o.enr.state.ne.us/ncwetlands/certs.html.
3). Once the wetland delineation has been verified by the COE, please provide the
information requested above with a set of plans that clearly highlights the
wetlands that are proposed to be impacted along with the actual square footage of
the impacts noted on the plans. The plans should include a cross-section of the
road and a detail of the culvert(s).
Please respond within three weeks of the date of this letter by sending a copy of the
information to Noelle Lutheran and to Cyndi Karoly, 401 Wetlands Unit, 2321 Crabtree Blvd.,
Raleigh, NC 27604-226, her phone number is [phone]. If we do not hear from you within
three weeks, we will assume that you no longer want to pursue this project and we will consider
the project as withdrawn. If you have any questions, please feel free to call me at [phone].
Sincerely,
Noelle Lutheran
Environmental Specialist III
cc: Cyndi Karoly -Wetlands Group
Jennifer Frye - Corps of Engineers Wilmington
Dave Newsom - John L. Pierce and Associates
WiRO
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service'
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] !?LEi's
030682 on hold
Subject: 030682 on hold
Date: Tue, 22 Jul 2003 08:53:37 -0400
From: Noelle Lutheran <Noelle.Lutheran @ ncmail.net>
To: Cyndi Karoly <[e-mail]>, John Dorney <[e-mail]>
Project # 030682 (Willow Run/Onlsow) has been placed on hold. A JD has
not been done and the COE plans to issue it under a 39 not a 14 if the
JD checks out. The letter will be sent out today and comments entered
on filemaker. Thanks, Noelle
Noelle Lutheran <Noelle.Lutheran @ ncmail.net>
1 of 1 7/23/03 9:28 AM
Triage Check List
late: --1a Project Name: _ lnJW
DWQ#: 413- gag?-
County:. g5lrw-r
To: ? ARO Mike Parker ? aR0 jCynd;iKa;ro ? FRO Ken Averitte O heran
? MRO Alan Johnson WSRO y. entral Office)
RRO Steve Mitchell
From: Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if 'you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? M1.3rii1rII tion/avoidance issues
? Buffer Rules (Neuse,'T'ar-Pamlico, Catawba, Randleman).
? Pond fill
? Mitigation Ratios .
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
s the application consistent with pre-application meetings?
? Cumulative impact concern
:omments:
i
} fi
fi .r
JOHN L. PIERCE & ASSOCIATES, P.A.
Land Surveying - Land Planning - Mappin/
P.O. Box 1685 j
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
COPY
TO N.C'.Department of Environment
an Natural Resources
Divi ai on of Wai-pr lnal i tv
401/Wetlands Unit
T
1658 ??il Service ftriter
Raleigh, NC 27699-1650
WE ARE SENDING YOU
? Drawings ? Attached
? Copy of Letter ? Prints
? Change order
? Under separate cover vial the following items:
? Plans ? Samples ? Specifications
COPIES DATE NUMBER DESCRIPTION
7 "Pre-Construction Notification (PCN)Application Forms
7 Copies of "General Plan"
7 Routine Wetland Determination
3 Supporting Maps
1 Quad Sheet
1 Check in the amount of two hundred dollars 200.00

THESE ARE TRANSMITTED as checked below:
? For approval
? For your use
? As requested
? Approved as submitted
.a Approved as noted
? Returned for corrections
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
? For review and comment
? For bids due
? Prints returned after loan to us
letter of transmittal
DATE ^.TM JO[i NO.
June 2003
ATTENTION } t
M Willow Run " r '
t f
A7
REMARKS Should you have any questions
Please give Dave Newsom with our firm
a call.
SIGNED

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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://wwty.saw.usace.anny.mil/wetlands/Perm app him.
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.aLiLiy.n-iil/wetlands/regtour.htm, 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 401[Wetlands Unit website at
litip://h2o.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
htti)://www.saw.usace.aiiny.mil/wetlands/nwnfmalFedReg_ydf. 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, 401/Wetlands 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 website at hftl)://l-j2o.ehnr.state.nc.us/licwetlands/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 Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery 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 Surry
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
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
North Carolina State Agencies
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 US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
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.
kii any particuiar item is not appucame to tilts protect, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
E Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
U 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW14
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
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: a
II. Applicant Information
1. Owner/Applicant Information
Name: Diversified Investors Inc.
Mailing Address: P.O. Box 1685
Jacksonville, NC 28540
Telephone Number: [phone] Fax Number: 910 346-1210
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: John L. Pierce & Associates - David Newsom
Company Affiliation: John L. Pierce & Associates P.A.
Mailing Address: P.O. Box 1685
Jacksonville, NC 28540
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
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:Willow Run
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 434402758218
4. Location
County: Onslow Nearest Town: Jacksonville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From intersection
Highway 17 & NCSR 1107 (Dawson Cabin Rd.) West on NCSR 1107 ap
es
on
tely
ely 1000'
ite on right
5. Site coordinates, if available (UTM or Lat/Long): 34degrees 41' 16"/77degrees 30'27"
(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): 26.07 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT Southwest Creek
8. River Basin: White Oak (New River)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: residential (mobile homes) and undeveloped
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
_Roadway in subdivision will cross and/or impact two (2) wet an areas.
Roadway will provide access to single fame y residential topment- Roads
to be minimum width allowed by OU'I. Standard tearrrig -zgradztrg --
equipment (dozer, ac oe, etc.) used.
11. Explain the purpose of the proposed work: Purpose of work is construction of roadway
to provide access to property. Proposed use of property is single
family residential
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.
- Net;e (d@1inpatinn h`v WnVne Ragland attached)
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.
None
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
1. Provide a written description of the proposed impacts: Clearing, grading & filling of
wetland areas for road crossing
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 clear,gmde 0.056 M 1300 Forested
& fill

2 clear,Wadee & 0.005 No 1600 Forested
fill
* L' h '
ist eac 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 http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) 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: 1.43 acres
Total area of wetland impact proposed: 0.061 acres
3. Individually list all intermittent and perennial stream impacts below:
No impact to blue line stream as shown on USGS quad
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

* L' h '
ist eac 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
vvw'?v.usJZsa>ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., wN w.tonozone.com,
w,,vw.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
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: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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)
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.
Roads are strategically located to cross wetlands areas of minimal
widths and if possible, avoid impacts all together
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://h2o.enr.state.nc.us/ncwetlands/strmgide.htn-il.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litin. 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):
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 ? No [
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
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 (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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify J?
Yes ? No a If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 3U 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.
N/A
XL 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
downstream from the property.
This site is in a coastal county and is required to meet low density
(?K30% impervious) requirement
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Private septic systems on each lot
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No a
Is this an after-the-fact permit application?
Yes ? No RR
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).
Page 12 of 12
J L31glIULUre oate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
NOW OR FORK
LOIS R. SMITH
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project /Site : 760 Ernest King Rd, 22.71 acres Date: Jul 13, 2002
Applicant / Owner : Beaver Creek Investors Inc County: Onslow
Investigator : delineated by Wayne Ragland 910-347-9036. State: NC
Do Normal Circumstances exist on the site? Yes o Community ID : N 34° 41' 25.5"
Is the site significantly disturbed (Atypical. Situation)? Yes No Transect ID : W 77° 30'33.4"
Is the area a potential Problem Area? Yes No Plot ID
(ff needed, explain on reverse)'
Owner Address : Beaver Creek Investors Inc. PO Box 1685. Jacksonville NC 28541-1685 (9160 347-903(J
Agent :,. John L Pierce & Associates. PO Box 1685. Jacksonville NC 28541-1685 (910-347-9036)
VEGETATION
Dominant Plant Species,
1. Lin- dendron tulipifera Stratum,
Tr Indicator
FACW
2. Quercus bicolor Tr FACW+
3. Liquidamber styraflua Tr FAC+
4. Ilex opaca Tr/§h FAC-
5. Acre rubrum Tr/Sh FACW
,6. Woodwardia areolata GC OBL
7.Osmunda cinnamomea GC FACW+
8. Leucothoe axillaris GC FACW
Dominant Plant Species, Stratum, Indicator
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding PAC-); 88°io
Remarks : Recently clear cut timbered but significant portions of woods left standing in the valley `inverts. Vegetation based on
30' radius 180°. radial sample facing east by southeast from wetland point A-3.
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge RF+MarY 1 adieater?
Aerial Photographs Inundated_ :.
Other Saturated in Upper 12 inches
No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water : (in.) Seserelaleaterfr
Oxidized Root Channels in Upper 12"
Depth to Free Water in Pit : (in.)
Local Soil Survey Data
Depth to Saturated Soil : <61, (in.) FAC-Neutral Test
-"? Other (Explain in Remarks)
Remarks : Hydrology samples in the same locations as soil samples. Wetland sample 3' east by southeast of wetland point A-3.
L_ 11
SOILS
Map Unit Name
(Series and Phase) Marvyn Drainage Class well drained
Field Observations
Taxonomy (Subgroup) Typic xanhapludult, fine-loamy Confirmed Mapped Type? . Yes No?
Profile Description:
ppi Matrix Col Mottle Colors Mottle Texture, Concretions.
(inches) Horizon -(Munsell Moist). (Munsell Moist) Abundance/ , Contrast Structure, etc.
The Marvyn soil map legend is a catch all for many of the steeper side slopes of 16car valley drains in Onslow County that have
heavy loam or clayey subsoils that are not predominantly mixed mineralogy and often includes small floodplains that are either
too small to map at 1:24000 scale or can not be distinguished on aerial photographs at-that scale. The actual °soils at this site is a
mosaic of Muckalee taxadjuncts that range from poorly drained to convex hammocks that are somewhat poorly drained.
Though the somewhat poorly"drained hammocks do not qualify as hydric, that portion is generally less than 501/o and is so
mixed in with the hydric soil that it can not be economically segregated by delineation. Description fall within the standard
NRCS abbreviated description attached.
Hydric Soil Indicators:
Histosol Concretions..
Histic. Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor (intermittent) Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed in Local Hydric Soils List
...Reducing Conditions Listed On National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks : Hydrology samples in the same locations as soil samples. Wetland sample 3' east by southeast of wetland point A-3.
WETLAND DETERMINATION
. Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No Circle)
Hydric Soils Present? es. No Is this Sampling Point Within a Wetland? Yes No
Remarks : Wetlands along headwater tributaries of Southwest Creek. Wetland delineation includes wetland points A 1-96.

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/ Site : 760 Ernest King Rd, 22.7+- acres Date: Jul 13, 2002
Applicant/ Owner : Beaver Creek Investors Inc County: Onslow
Investigator : delineated by Wayne Ra and 910-347-9036 State: NC
Do Normal Circumstances exist on the site? Yes o Community ID : N 34° 41' 25,5"
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID : W 77° 30' 33.4"
Is the area a potential Problem Area? Yes No Plot ID
(If needed, explain on reverse)
Owner Address : Beaver Creek Investors Inc. PO Box 1685. Jacksonville NC 28541-1685 (910-347-9036)
Agent : John L Pierce & Associates. PO Box 1685. Jacksonville NC28541-1685 L910-347-9030
VEGETATION
Dominant Plant Species,
1. Liriodendron tulipifera Stratum,
Tr Indicator
FACW
2. Liquidamber styraflua Tr FAC+
3. Prunus serotina Tr FACU.
4.Oxydendron arboreum Tr FACU
5. Cornus florida Tr/Sh FACU
6. Clethra alnifolia Sh FACW
7. Symplocus tinctoria Sh FAC
8. Leucothoe axillaris GC FACW
Dominant Plant Species, Stratum, Indicator
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-); 63% I'
Remarks :,Recently clear cut timbered but significant portions of woods left standing in the valley inverts. Vegetation based on
30' radius 180° radial sample facing west by northwest from wetland point A-3.
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge PF;FR@Fy lRdieater?
Aerial Photographs Inundated
Other Saturated in Upper 12 inches
No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water : (in.) Seee??aryFtr?*ieate.
Oxidized Root Channels in Upper 12"
Depth to Free Water in Pit: (in.)
Local Soil Survey Data
Depth to Saturated Soil : (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks : Hydrology samples in the same locations as soil samples. Wetland sample 3' west by northwest of wetland point A-
3. No evidence of hydric hydrology found.
SOILS
Map Unit Name
(Series and Phase). mran Drainage Class well drained
Field Observations
Taxonomy (Subgroup) Typic Kanhapludult, fine-loamy- Confirmed Mapped Type? Yes No
Profile Descri to ion:
pew Matrix or Mott(e Colors Mottle Texture. Concretions.
r cheaj Horizon (Munsell Moist) (Mu sell Moist) Abu ndance / Contrast Structure. etc.
Description fall within the standard MRCS abbreviated description attached, EXCEPT it is a somewhat poorly to moderately
well drained catena taxadjunct with the gleyed mottling beginning at 14-18".
Hydric Soil Indicators: -
Histosol_ Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils,....
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed in Local Hydric Soils List
Reducing Conditions Listed On National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks : Hydrology samples in the same locations as soil samples. Wetland sample 3' west by northwest of wetland point A-3.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes &No (Circle)
Wetland Hydrology Present? Yes (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks : Wetlands along headwater tributaries of Southwest Creek. Wetland delineation includes wetland points A 1-96.
Marvyn
Taxonomy : Typic Kanhapludult, fine-loamy, siliceous, thermic (> 60)
Geography : coastal plain
Landscape : marine terrace
Drainage Class : well drained
Ap ; 0-7" ; dark grayish brown (10YR 4/2) loamy sand ; weak fine granular structure ; very friable ; many
fine roots ; 5 percent rounded rounded gravel less than one inch in diameter ; medium acid ; abrupt
smooth boundary. 5-12"--
Bt1 ; 7-15" ; yellowish brown (1OYR 5/6) sandy loam ; weak medium subangular blocky structure ; very
friable ; common fine roots ; sand grains bridged and coated with clay ; strongly acid ;:clear smooth
boundary. 4-10"-
Bt2 ; 15-30" ; strong brown (YR 5/6) sandy clay loam ; weak medium subangular blocky structure ; friable ;
few fine roots ; thin patchy clay films on faces of peds ; strongly acid ; clear smooth boundary. 12-25"--
Bt3 ; 30-44" ; brownish yellow (IOYR 6/6) sandy clay many medium prominent red (2.5YR 4/8) mottles ;
moderate medium subangular blocky structure friable ; few fine roots ; thin patchy clay films on faces
of peds ; very strongly acid ; clear smooth boundary. 13-26"--
BC ; 44-53" ; yellowish red (5YR 5/8) sandy clay ; common medium prominent brownish yellow (10YR
6/6) mottles in discontinuous bands ; weak medium subangular blocky structure ; friable ; few fine roots
patchy clay films on faces of peds ; few fine flakes of mica ; very strongly acid ; abrupt smooth
boundary. 4-12"--
C; 53-60"; mottled red (2.5YR 4/8, 5/8), light olive brown (2.5Y 5/6) and light gray (10YR 7/2) ; average
texture is sandy clay loam ; red and brown parts are sandy loam and sandy clay loam; gray parts are clay.
and sandy clay ; colors and textures are in bands about one centimeter thick ; massive grading to weak
platy ; friable ; few to common flakes of mica ; very strongly acid ; abrupt smooth boundary. 5-15"--
2C ; 60-72" ; reddish yellow (7.5YR 6/8, 7/8) sandy loam ; common medium prominent red (2.5YR 4/8)
mottles ; massive ; friable ; few pockets of white clay ; very friable ; common to many flakes of mica ;
very strongly acid.
Solum thickness ranges from 40 to 60 inches. The soil is medium to very strongly acid throughout, unless
limed. There are a few flakes of mica in the lower B horizons and few to many in the C horizons. The
Ap horizon has hue of l OYR, value of 3, through 5, and chroma of 2 or 3. Some pedons have an E
horizon with hue l OYR, value of 5 or 6; and chroma 3 or 4 that is 3 to 8 inches thick. Textures are loamy
sand, loamy fine sand, sandy loam, or fine sandy loam. Some pedons have a transitional BA or BE
horizon, where present it has hue of 1 OYR, value of 4 or 5, and ehroma 4 or 6. Texture is sandy loam or
sandy clay loam. The Bt horizon has hue of 7.5YR or IOYR, value of 5 or 6, and chroma of 4 through 8.
It is distinctly or prominently mottled with yellow, brown, or red in the lower part. Texture is sandy
loam or sandy clay loam and ranges to sandy clay in the lower Bt of some pedons. The upper 20 inches
of the argillic horizon averages less than 20 percent silt. The BC horizon has hue 10YR through 5YR,
value of 5 or 6 chroma 4 through 8, or it is mottled yellow, brown,red, and in some pedons, gray.
Texture of the BC horizon is sandy clay or sandy clay loam and it is often stratified. The C horizon is
mottled in shades of yellow, brown, red, and gray. Colors and textures are in bands or strata. The red,
yellow, and brown parts are dominantly sandy loam and sandy clay loam, the gray bands and strata are
dominantly clay. The 2C horizon has yellow, red, brown, or white colors. It is sandy loam or loamy
sand.
Muckalee
Taxonomy : Typic Fluvaquent, coarse-loamy, siliceous, thermic (Nonacid, >60)
Geography : CP - coastal plain
Landscape : floodplain, frequent to occasional
Drainage Class : poorly drained
A ; 0-6" ; dark gray (IOYR 4/1) loam weak, medium, granular structure friable ; common, thin 0.1 to 0.2
inch thick strata of light gray (IOYR 7/1) sand and yellowish red (5YR 4/8) clay loam; many fine and.
medium roots ; strongly acid ; clear wavy boundary. 3-12"--
Cgl ; 6-28" ; gray (5Y 511) loamy sand single grainedfriable ; common, thin (9.1 to 0.3 inch thick) strata
of light gray (5Y 7/ 1) sand and yellowish brown (1 OYR 5/6) sandy clay loam ; common fine roots
medium acid ; clear smooth boundary. 10-24"--
Cg2 ; 28-43"; dark gray (5YR 4/1) sandy loam ; massive ; friable ; common, thin (0.2 to 0.3) inch thick)
strata of grayish brown (IOYR 5/2) and pale brown (IOYR 6/3) loamy sand and light gray (1.0YR 7/1)
sand ; few fine roots ; slightly acid ; clear smooth boundary 10-20"--
Cg3 43-53" ; thinly stratified dark gray (IOYR 4/1), very dark gray (IOYR 3/1) and light gray (IOYR 7/1)
loamy sand;, sand and sandy clay loam ; massive ; very friable; few fine roots ; slightly acid ; clear,
smooth boundary. 0-15"--
Cg4 ; 53-64" ; gray (1OYR 511) sandy loam ; massive ; friable ; common; thick (0.3 to 2.0 inch thick)'strata
of light gray (25Y 7/2) sand and few strata of yellowish brown (IOYR 5/6) clay ; few fine roots ;
slightly acid.-- ;
The A horizon is strongly acid through neutral and the C horizon is medium acid through moderately
alkaline. The A horizon has hue of lOYR, 2.5Y, or 5Y, value of 3 to 5, and chroma of 1 or 2. Value of 3
is allowed when A horizon is less than 6 inches thick. Texture is loamy sand, sandy loam, or loam. Some
pedons have lower C horizons that are greenish gray (5GY 6/1),,5/1; 5G 6/1, 511). Few or common thin.
strata of contrasting textures are allowed and range from 0.1 to 1.0 inch in thickness. The C horizon: has
hue of 10YR to 5Y, value of 4 to 7, and chroma of 1 or 2. Some pedons have lower C horizons that are
greenish gray (5GY6/1, 511; 5G 6/1, 511). Few to many strata or mottles have hue of lOYR, 2.5Y, or
5Y, value of 3 to 5, and chroma of 1 to 8. The C horizon is loamy sand or sandy loam. There are strata of
sand, sandy clay loam, or clay loam 0.1 to 3.0 inches thick. The 10 to 40 inch control section averages
about 10 to 18 percent clay.
PER OU'LE' PWIECT04 S(HFt
T;,
�� o, ���
TRAD TION
PIPE PER DRAINAGE PLAN rT ION E,
is
eL
0-
01 -1 -LET PRCTE'�---ION D�TAIL
NC SCALE
EXISTING ROAD
ONS `R u C: TI ON
ENTRANCE
PROFILE
(SEE NOTE) I
PLAN VIEW
C42natruct[an Specifications
1. Stone she - Use MSHA site No. 2 (2-1/2" to 1") or AASH10
designation M43. size No. 2 ( 2-1/2' to 1-1/2'). Use
crushed store.
2. Length - As effective, but not loss than 50 foot.
3. Thickness - Not less than Six (6) inches.
4, Width - Not less than full width of all points of
ngresili or egress- minimum of 12'
5 Washing - When necessary, wheels shall be cleared to
remove sediment prior to entrance onto public ight-Of-
*oy. When washing is required, it shall be done on an
iroo stabilized with crushed stone which drains into an
approved sediment trap or sediment bosin. Al sediment
sholl be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods
E. M a intanonce - Ilia entrance shall be maintained in a
condition which Will prevent tracking or INOWIng of
sedimen-, onto public rights-of-way, -his may rel
periodic top dressing with additional store as roholtio,is
demand and repair and/or cleanout of any measures used
trap sediment All sediment, spilled, dropped washed 01
tracked onto Dubiic rights-of-way mist be removed
immediately.
QUjLE' PROTECTIZ
SIZED'.;SING
N` DJ' SS;IATOR
CHARTS
25T AREAi
NUTLET AaP -N
APRON
WERE SC 'ATED
VEL -EN, I"
WIDTH STONE
ejU
jW (- tntj
C` -?&u L)T-E
A
4.6 6
5 A
I B
18.0 2C
8 1
C
14.0
33.1)p'
NOW OR FORMERLY
LOTS R SMITH
KEVIN PADGF--
D.B.1642, P.1023
It
MIN
A
- ----- vi%x
Fi; Tr :4E?,Rc
u
6" BELOW SETTLED T, -P,
DESIGN SETTLED
TOP OVERFILL 6'
\,-'91 MIN FOR SETTLEMENT
2 ' SiDE 7
SLOPE MAX
EMERGENC, 81 -PASS
-,lOE SLOPE 6" BELOA SE LED TOP
OF ')AM
NATURAL. GPCJN[
Tr f C is
V E
SCA,E
sisar A
LMIjRARv SEDIMENT TRAPS
--117P SEE -DING SPECIFICATION
LS.9LNLASLA
25T AREAi
BLy,-5-ILOR-A4LSIZE
(_AAS f
WERE SC 'ATED
2 5C
0 33
594
33p" x3
0 25
C 2S.
450
2-111,11
3 OC
0 22
306
33.1)p'
4
0.22
0 22
396
33,10x3 1
11
3.75
0 61
1098
35x2Ox4
64*
0.22
0 22
396
3303x1
52*
01`
0 11
98
*-,, '
12-
0 79
079
14,12
45x20*4 i
9
024
432
24,15x3
ALL PIPE BENEATH CA ,J-` PAk,
NG APEV
a
;,E AL_ OTHER
'F ;E TA T1VE STABILIZATION
--117P SEE -DING SPECIFICATION
'-7- T- I 3)" (4 NIDT)-)
')P
1 CL ff S'Uhit.
WERE SC 'ATED
1-0 TO in/hr
i KEG T
s"It
r.
TN.
125 9.0 in/hr
OR -ORVERI
P SMITH
EIS
N= 50'4.3413
joEs--r� jARMAN & E= 5181 622'
:-<- jARMAN &
ESLE) H"" JAR1,AAN & WIFE,
Au i R, jARVAN
c) 830
4
i----- -
STORM DRAINAGE DATA
USING RATIONAL FORMULA WHERE:
- I
At,4iD;R "ILL
C = 0.30
1-0 TO in/hr
ANN DUFF &
D
125 9.0 in/hr
AREA (AC)
Q
DIA
GRADE
ENGTH
hely Qy QU TOTA
O
A 0.16 0.16 0.32
0.62
18
C SC
64*
6 4.38 13.7 18.1
43.4
30
4 50
52*
C 2.88 087 375
900
24
12-
NC;-L,0NG FLARF^ FND SEC'
)NI(S)
ALL PIPE BENEATH CA ,J-` PAk,
NG APEV
a
;,E AL_ OTHER
MAY BE RCP CMP OR 2 *A
*A--'
yB 4 9, 44
M JJ
� L - &
- I
At,4iD;R "ILL
4, 1m) ' 4
ANN DUFF &
D
3 z�68, PG.577
-E I S. WILLIAMS JR- & ✓4IFE-
WILMA WILLIAMS
D.E3.644, PG -509
LJORAY10117 RESISTAK7 (111LACK) Mlle
FAMPIC OP EOLOVALENT SMXNED TC WAT
TN FTAI aps OR Ow .1 P* or'
12 WU 4`X4' CA 2*x4' VNIM ORE r1OOKW ONTO 7
aNT17
NeEFOWW CHANNELS ON META. POSTS. OR r"TEMEID
TO WAR OR WOM POSTS NO 8 STAPtF5 -7
i*AA1A1J1A KDA1110141 STORAQE LLIV- MUNOA
WOANT WNM TMS 11M IS REACIAM
OR AS MKCM BY CONSIRVA" WSKCTOO
NATkP1AL SAW
CARRY A"FOOMAT111y 12" OF FABRIC INTO TM CK
Ol TTN sl AND TAWP Mpa1LL
am .10 log$D.,
WVA,. COM OR 4-X&- MEATO Waco POM AT 9
0" CDM WAIRM CION AND 11000 POM 9401"
K Jr DIV
, T 'N Cl:- E 14
DETAH
NO SCALE P,
VICIN I T'f MAP - NOT -0 SC. 4:
LEGEND!
EIS = EXISTING IRON STAKE
S I S = SET IRON STAKE
ECM = EXIST CONC MONUMENT
SPK = SPIKE
PP = POWER PO,.E
. V = WATER ✓AL',E
H/C = HANDI --AF
L/A = LANDSCAPE AREA
C/L = CENTERLINE
INV = 'NVFRI
CLEAN-Dt,'
*AfR MUER
P'RF -YDRAN'
MAN 'ItE
BC = BI` �A'x �"-jRB
L ,w, ' - -�El , 1 ; LINE X
B NT'TON 9`Y
CAT -1' -1' BAS:N
Y B,L = MINIM11jM BUILDING LINE
2& -E = DRAINAGE & L- TY '-ASEME-NT
'D = TELEPHONE BUY
S,_ = FWIST,N-: ',E-1 Jr,"
IJ M , jk-Y
P- P' Ol'
E/P EDGE L�- PAEMFN' SE TII)N I
SF
46.1 EX IS' S 07 F. - I :.,'N
PROP ]' L
_ E '
SF SI VENU
A& = --HE'-K PANI
DISTURBANCE -IMITS
RIP PAP APRON
DENUDED AREA - 3.4 AC
ANFR/SUBDIVIDER:
FRSIFIED INVESTORS, INC
P -j BOW 1685
4'
910- 346 -- 9 800
DRA NAGE & GRADING P_»N,
PREPARED FOR
WILLOW
STUMP SOUND T'-)'fiNS"-4IP, ONSL,OW C-Ot A 71, NV
PREPARED Bf
JOHN L. PIERCE & ASSOCIATES, ' P. A.
409 JOHN SON BLVD JA�'-►<c;ON 4
9'� 346 -
-ALL. 4
#<< TILE NAVE P,4 S' E
GRAPHIC �CALF:
IN FEET
I inch = 100 ft SHEET 2 OF 6
Oij
Q -
7T
O
/,
VICIN I T'f MAP - NOT -0 SC. 4:
LEGEND!
EIS = EXISTING IRON STAKE
S I S = SET IRON STAKE
ECM = EXIST CONC MONUMENT
SPK = SPIKE
PP = POWER PO,.E
. V = WATER ✓AL',E
H/C = HANDI --AF
L/A = LANDSCAPE AREA
C/L = CENTERLINE
INV = 'NVFRI
CLEAN-Dt,'
*AfR MUER
P'RF -YDRAN'
MAN 'ItE
BC = BI` �A'x �"-jRB
L ,w, ' - -�El , 1 ; LINE X
B NT'TON 9`Y
CAT -1' -1' BAS:N
Y B,L = MINIM11jM BUILDING LINE
2& -E = DRAINAGE & L- TY '-ASEME-NT
'D = TELEPHONE BUY
S,_ = FWIST,N-: ',E-1 Jr,"
IJ M , jk-Y
P- P' Ol'
E/P EDGE L�- PAEMFN' SE TII)N I
SF
46.1 EX IS' S 07 F. - I :.,'N
PROP ]' L
_ E '
SF SI VENU
A& = --HE'-K PANI
DISTURBANCE -IMITS
RIP PAP APRON
DENUDED AREA - 3.4 AC
ANFR/SUBDIVIDER:
FRSIFIED INVESTORS, INC
P -j BOW 1685
4'
910- 346 -- 9 800
DRA NAGE & GRADING P_»N,
PREPARED FOR
WILLOW
STUMP SOUND T'-)'fiNS"-4IP, ONSL,OW C-Ot A 71, NV
PREPARED Bf
JOHN L. PIERCE & ASSOCIATES, ' P. A.
409 JOHN SON BLVD JA�'-►<c;ON 4
9'� 346 -
-ALL. 4
#<< TILE NAVE P,4 S' E
GRAPHIC �CALF:
IN FEET
I inch = 100 ft SHEET 2 OF 6
Oij