20020740 Ver 1_COMPLETE FILE_20020603

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Jennifer Frye
WQ Supervisor: Steve Mat1ney
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Briarmeade c/o Windsor Investments County Guilford
Project Number 02 0740 County2
Recvd From APP Region Winston-Salem
Received Date 6/3/02 Recvd By Region 6/13/2002
Project Type stream crossings
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 Stream PT OO N r- 16-11-14 rC NSW 30,602. 0.06 298.00 298.00 F
O Y 0 N ? F__
Mitigation Wetland
MitigationType Type Acres Feet
Stream WRP Stream 298.00
Is Wetland Rating Sheet Attached? Q Y pO N Did you request more info? Q Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y Q N Recommendation: Q Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Request for More Information sent by WSRO on 6/27/02
WO Certification #3362 issued by WSRO on 8/1/02.
cc: Regional Off ice
Central Office Page Number 1
Wetlands Tracking
Facility Name Briarmeade do Windsor Investments County Guilford
Project Number 02 0740 { County2'
0Inactive Region Winston-Salem
Project Type purpose of stream crossings I DCM Office
Location Buffalo Creek Greensboro I, COE Office Raleigh
r ?'
%
North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Mr. James A. Lowe
CPT Engineering and Surveying
3935 Brian Jordan Place, Suite 137
High Point, North Carolina 27265
July 18, 2002
ern ,, ?.
NCDENR
Jl' li.. 6 2002 !
Jl_ k 2 ; t..
Subject: Project: Briarmeade o
County: Guilford
The purpose of this letter is to notify you that the North Carolina Wetlands Restoration Program (NCWRP) is
willing to accept payment for stream impacts associated with the subject project. Please note that the decision
by the NCWRP to accept the mitigation requirements of this project does not assure that this payment will be
approved by the U.S. Army Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is
the responsibility of the applicant to contact these agencies to determine if payment to the NCWRP for impacts
associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued
404 Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated July 16, 2002, the stream restoration that is necessary
to satisfy the compensatory mitigation requirements for this project is summarized in the following table. The
maximum amount of mitigation that the NCWRP will accept for this project is also indicated in this table.
Stream
linear feet) Wetland
acres) Riparian Buffer
ft2)
Impact 298
Mitigation Maximum 596
The NCWRP will provide mitigation with an approved combination of wetland restoration, enhancement or
preservation. The stream mitigation will be provided as specified in the 401 Water Quality Certification and/or
Section 404 Permit for impacts associated with the subject project in Cataloging Unit 03050103 of the Catawba
River Basin. The mitigation will be performed in accordance with the Memorandum of Understanding between
the N.C. Department of Environment and Natural Resources and the U.S. Army Corps of Engineers dated
November 4, 1998.
If you have any questions or need additional information, please contact Crystal Braswell at
[phone].
Sincerely,
Ronald E. Ferrell,
Program Manager
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACOE
Jennifer Frye, WSRO
file
Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619
[phone] Fax: [phone]
02 0740, Briarmeade S/D, Guilford Co.
Subject: 02 0740, Briarmeade S/D, Guilford Co.
Date: Fri, 19 Jul 2002 15:05:37 -0400
From: Jennifer Frye <[e-mail]>
Organization: NC DENR Water Quality
To: Cyndi Karoly <[e-mail]>
CC: Danny Smith <[e-mail]>
Not only is this project still on hold - a site visit at their
consultant's request to re-evaluate the streams' mitigation criteria (I
had done a pre-app about a year ago - guess they didn't believe me the
first time) has prompted a Notice of Violation - they started clearing
and grading for the road crossings. I'll bet they're happy with their
consultant right about now!
NOV/Still on hold letter attached.
Jennifer Serafin Frye
Division of Water Quality
NC Department of Environment and Natural Resources
Winston-Salem Regional Office
Winston-Salem, NC 27107
Voice: 336-771-4608 ext. 275 Fax: [phone]
Name: 020740Briarmeade.doc
2020740Briarmeade.doc Type: Microsoft Word Document (application/msword)
Encoding: base64
Download Status: Not downloaded with message
I of 1 7/22/02 9:03 AM
July 19, 2002
CERTIFIED MAIL: 7001 2510 00014778 6137
Return Receipt Requested
Windsor Investments
Northwestern Plaza
PO Box 9147
Greensboro, NC 27429
SUBJECT: NOTICE OF VIOLATION
Stream Standard Violations
REQUEST FOR ADDITIONAL INFORMATION
Compensatory Mitigation
Briarmeade
DWQ Project # 02 0740
Guilford County
Dear Applicant:
On July 15, 2002, Jennifer Frye from the Winston-Salem Regional Office conducted a
site inspection of the subject property. Observations indicated that approximately 300 linear feet
of two Unnamed Tributaries to North Buffalo Creek, Cape Fear River Basin, Class C NSW
waters, had been impacted by mechanized clearing and grading activities and the deposition of
sediment. As a result of this observation, the WSRO conducted a file review. Accordingly, the
following violations were confirmed as a result of this review and the site inspection.
Settleable Solids Violation
From visual inspection, deposition of solids to surface waters has occurred. This notable
accumulation of sediment appeared to be the result of stream bank excavation at the locations of
the two proposed road crossings. In addition to the fact that these crossings have not yet
received a Section 401 Water Quality Certification, it appeared that no measures had been
implemented to prevent the streambank destabilization and subsequent sediment deposition.
This represents a violation of 15A NCAC 02B .0211(3)(c) which states: "Floating solids;
settleable solids; sludge deposits; only such amounts attributable to sewage, industrial wastes or
other wastes as will not make the water unsafe or unsuitable for aquatic life and wildlife or
impair the waters for any designated uses."
02 0740
Page 2
Best Usage Violation
It was also determined that the above-stated activities (sedimentation, channel and
streambank excavation) represent a violation of best usage. Specifically, 15A NCAC 02B
.0211(2) states the following: "The waters shall be suitable for aquatic life propagation and
maintenance of biological integrity, wildlife, secondary recreation, and agriculture; sources of
water pollution which preclude any of these uses on either a short-term or long-term basis shall
be considered to be violating a water quality standard."
Compensatory Mitigation Requirement
Per your request, Mrs. Frye re-evaluated the Unnamed Tributaries to North Buffalo Creek
to determine if compensatory mitigation will be required for the proposed impacts outlined in
you Pre-Construction Notification application, DWQ # 02 0740. It was determined that
compensatory mitigation will be required for 298 linear feet of stream impact. It is our
understanding that you wish to contribute into the NC Wetlands Restoration Program for these
impacts. Please notify this Office if/when the NC WRP is in agreement to accept your
mitigation contribution. Until such time, we will continue to place this project on hold as
incomplete. We are requesting (by copy of this letter) that the U. S. Army Corps of Engineers
place your project on administrative hold.
This Office requests that you respond, in writing, within ten (10) days of receipt of this
Notice of Violation. Your response must address the following items:
Please discuss the above violations and how you intend to achieve compliance.
Specifically address the issue of the de-stabilized streambanks and sedimentation to the
stream channels. Keep in mind that even though your intent is to install the road
crossings at these locations, you have not yet received authorization (401 WQ
Certification) and the site must be stabilized now to prevent further water quality
violations.
• Finally, detail how you propose to prevent this problem from occurring on future
projects.
The Winston-Salem Regional Office of the Division of Water Quality is considering sending
a recommendation for enforcement action to the Director of the Division of Water Quality.
Please be aware that you may be subject to enforcement action with the possible assessment of
civil penalties of up to $25,000.00 per day, per violation. Please be advised that nothing in this
letter should be taken as absolving you of the responsibility and liability for any past or future
violations.
02 0740
Page 3
Thank you for your prompt attention to this matter. Should you have any questions,
please contact Mrs. Jennifer Frye or me at [phone].
Sincerely,
Steve Mauney
Acting Regional Supervisor
cc: James A. Lowe, CPT Engineering and Surveying, Inc., 3935 Brian Jordan Pl., Suite 137, High Point, NC 27265
Todd Tugwell, USACE Raleigh Regulatory Field Office
Ken Cook, City of Greensboro, PO Box 3136, Greensboro, NC 27402-3136
Non-Discharge Compliance/Enforcement Unit
Cyndi Karoly, Central 401/Wetlands Unit
Danny Smith, Central 401/Wetlands Unit
Central Files
WSRO
(4) Both unnamed tributaries will be impacted by crossing 43 a/b, as mentioned in your
comments. However, only 10 feet of the 163.5 feet of total impact at this crossing is related
to the more "intermittent" of the two UT's. The 163.5 foot impact total listed on our
application includes the impact lengths for each UT at this crossing. The location shown for
this crossing provides for a safe horizontal curve, a vertical curve that minimizes fill, and the
ability to access Link Rd. at a right angle and to align this roadway with a proposed road on
the north side of Link Rd.
(5) As noted in your comments, stream crossings associated with the installation of sanitary
sewer pipe are required at the locations indicated on the enclosed plans. The stream crossings
will be made in accordance with the attached City of Greensboro temporary stream crossing
standards 213 and 214. By way of letter we are requesting Nationwide Permit (NWP) 12 to
cover all activities associated with temporary stream crossings for the installation of sanitary
sewer pipe. As such, the length of stream impacted by the temporary crossings will not be
included in NWP 39 totals per NWP 12 language: "Waters of the US temporarily affected by
filling, flooding, excavation, or drainage, where the project area is restored to preconstruction
contours and elevation, is not included in the calculation of permanent loss of waters of the
US."
(6) Chuck Truby met with Jennifer Frye on August 13, 2001. Since that meeting the layout was
adjusted to move the crossing at 43 a/b downstream to minimize the impact on the smaller
UT. Additionally, Jennifer and Chuck did not have the opportunity to actually look at
crossing 42. Crossing 42 is proposed as close to the eastern property line (up hill) as possible
and crosses the UT at a point where the drainage feature is intermittent at best. This UT
discharges runoff only during rainfall events. I have enclosed pictures of this channel at the
proposed road crossing. As you will see, the pictures show no flow and should prove this
section to be non jurisdictional. Also, I have enclosed copies of the USGS topo and USDA
soil survey maps. These maps clearly show this drainage feature to not be a stream. We,
therefore, believe that mitigation should not be required for this crossing.
In conclusion, the subdivision plan proposed for this property does an excellent job of minimizing
impacts to streams while meeting local subdivision ordinances. The site is over 100 acres and
requires only one perennial stream crossing. This crossing is designed to reduce the stream impact to
the maximum extent practicable and will cost the developer significantly more money than a typical
stream crossing.
Please review the enclosed information and let me know if you have any questions or comments.
Thank for your help with this portion of our project.
A. Lowe
Engineering and Surveying, Inc.
cc: Todd Tugwell, Raleigh Regulatory Field Office, USACE
John Dorney, 2321 Crabtree Blvd., Parkview Bldg., Raleigh, NC 27604-2260
Windsor Investments, LLC, P.O. Box 9147, Greensboro, NC 27429
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ENGINEERING AND SURVEYING, INC.
Land Development Consulting
July 2, 2002
North Carolina Department of Environment and Natural Resources
Division of Water Quality
585 Waughtown Street
Winston-Salem, N.C. 27107
Attn: Mr. Steve Mauney
RE: Briarmeade
DWQ Project # 02 0740
Guilford County
Dear Mr. Mauney:
-? n m I-
The purpose of this letter is to respond to your request for additional information, for the above
referenced project, as outlined in your letter dated June 27, 2002. Below is our response to your
comments.
(1) The City of Greensboro, as a part of its preliminary review of this project, required access to
the site at both Briarmeade Rd. and Link Rd., as shown on the plans. It was recognized that
the acquisition of certain properties along Link Rd. would satisfy the City's demand and
would eliminate the need for at least one of the stream crossings. However, repeated attempts
to acquire such properties proved unsuccessful. Ultimately, in order to satisfy the City's
mandate and to gain access to the northeastern portion of the project site, the access location
at Link Rd. and the current site layout were developed. During the design phase, every effort
was made to minimize the impact of the required stream crossings. Numerous design options
were considered with respect to horizontal and vertical curves, culvert placement, channel and
bank stability, headwall/endwall use, and erosion control. The resulting design is both
technically sound and environmentally sensitive. In addition, the proposed headwalls and
endwalls are typical NCDOT structures modified to increase their height by 8 to 10 feet.
These structures result in 40 feet of reduced channel impacts with approximately $20,000.00
in increased costs incurred by the developer.
(2) Additional wetland fill will occur, in Wetland Area "J", as noted in your comments. The
additional fill area computes to 0.003 acres, bringing the total wetland impact area for the site
to 0.063 acres.
(3) Enclosed are detailed construction plans showing the proposed road crossings. As you will
see, headwalls and endwalls were added to dramatically reduce the stream impact at each
crossing. The culverts, and associated structures, have been designed and oriented in such a
manner as to not compromise the integrity of the stream system affected by the crossings.
The proposed culverts discharge parallel to the existing stream, rip-rap aprons are included to
dissipate erosive forces, and culvert inverts are set below the existing streambed elevations to
allow for low flow passage of water and aquatic life.
3935 Brian Jordan Place - Suite 137
High Point, NC 27265
Telephone [phone] - Fax [phone]

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2) KEY SANL'1Q46S 6 FIL 7ER FABRIC INTO CREEKBANKS AM7 INVERTS WHEN POSSIBLE.
3) PIPE SIZE AAV NLNIBER TO BE DETERMINED BY ENGINEER Lit/ PLAN.
4) CGYVVERT TO COG STD. NO. 214 AS P O.AECT IS STABILIZED. (SEE COG SM NO. 2l4)
5) SAAMAGa POLYETHYLENE; 6 TEMPORARY CAF MAY BE LIELETED QN L14AINAGE DITCHES:
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3) CLASS II RIP OUP USED M LARGER STREAMS (AS MEMO BY ENGINEER).
4) AS PRO„ECT IS STABILIZED PLACE SMACTIC FR TER FABRIC G SAREAD ALL EXISTING
ERDSION srcw INTO PEAvANENT LINER AS SHOMN. ALIO STOVE AS NEEDED.
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June 27, 2002
CERTIFIED MAIL: 7001 1140 0001 7828 4457
Return Receipt Requested
Windsor Investments
Northwestern Plaza
PO Box 9147
Greensboro, NC 27429
SUBJECT: REQUEST FOR ADDITIONAL INFORMATION
Briarmeade
DWQ Project # 02 0740
Guilford County
Dear Applicant:
The Division of Water Quality has reviewed your plans for the discharge of fill material
into approximately 0.06 acres of wetland and 298 linear feet of Unnamed Tributaries to North
Buffalo Creek, Cape Fear River Basin, Class C NSW waters, Guilford County for the purpose of
constructing the Briarmeade subdivision. Insufficient evidence is present in our files to conclude
that your project must be built as planned in waters and/or wetlands in accordance with 15A
NCAC 2H.0506. Therefore, unless modifications of the proposal are made as described below,
we will have to move toward denial of your 401 Certification as required by 15A NCAC 2H
.0507(e) and will place this project on hold as incomplete until we receive this additional
information. We are requesting (by copy of this letter) that the U. S. Army Corps of Engineers
place your project on administrative hold.
(1) Please provide us with information supporting your position that states your
project must be constructed as planned and that you have no practicable
alternative to placing fill in these waters and/or wetlands. Documentation such as
maps, narratives, economic analyses, that you can supply to address alternative
designs for your project may be helpful in our review of your 401 Certification
request.
(2) Your application and plans address 0.06 acres of wetland impact at location W1-
1, near Lot Number 142. It also appears that additional wetland fill may occur as
the result of road crossing number 42; Wetland Area "J" based on the Wetland
Delineation Map that was submitted. Please address this issue and include the
additional wetland fill with your total acreage of impact.
02 0740
Page 2
(3) Additional information regarding the road crossings is also necessary for our
review. Please submit detailed plans for each crossing. The details (both plan
view and profile) must include culvert size and length, headwalls, endwalls, and
rip-rap and the linear footage of stream impact associated with each. In addition,
please provide this office with evidence that the design and placement of the
culverts and associated structures will be conducted in such a manner that they
will not result in a dis-equilibrium of the stream bed and banks, adjacent to and
upstream and downstream of the crossings. The placement of the culverts must be
placed below the elevation of the streambed to allow low flow passage of water
and aquatic life.
(4) Regarding road crossing number 43 a/b, it appears that portions of both unnamed
tributaries will be impacted since the road crossing is located at the confluence of
these channels. There are two issues with this crossing. First, if both channels are
to be culverted, then you must include the linear footage of impact for both
channels. Second, please investigate the viability of relocating your road crossing
to a point downstream of the confluence to minimize your stream impacts. If you
feel that this is not an option, please submit written justification.
(5) Your plans show at least two sanitary sewer line crossings. These impacts require
authorization. Please address this issue.
(6) On August 13, 2001, Jennifer Frye of this Office conducted a pre-application site
visit with Mr. Chuck Truby of CPT Engineering and Surveying, Inc. It was
determined that compensatory mitigation, as described in 15A NCAC 2H
.0506(h), would be required for impacts to both UTs to North Buffalo Creek.
Your mitigation proposal is insufficient since none was proposed.
Please respond, in writing, both to this Office and to John Dorney, 2321 Crabtree
Blvd., Parkview Building, Raleigh, NC 27604-2260 within three weeks of receipt of this
letter outlining your intent to proceed with this project or withdraw your application. If
you wish to proceed, please address the items listed above.
Sincerely,
Steve Mauney
Acting Regional Supervisor
02 0740
Page 3
cc: James A. Lowe, CPT Engineering and Surveying, Inc.. 3935 Brian Jordan PI., Suite 137, High Point, NC 27265
Todd Tugwell, Raleigh Regulatory Field Office, USACE
Wetlands/401 Unit Central Office
Central Files
W SRO
Triage Check List
Date:_
To: ?RRO Steve Mitchell Project Namet ??
?FRO Ken Averitte DWQ Projec umber ?? ^ ©??
?WaRO Deborah Sawyer County_ v l
?WiRO Joanne Steenhuis
,.NSRO Jennifer Frye
LARO Mike Parker
?M Pete ?,olwetl
From: - ---2?
The file attached is being forwarded to you for your evaluation
assistance.
Telephone [phone]
Please call if you need
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamilco, Catawba, Randleman)
? Pond fill
mitigation Retie e i!'? ?J
? Ditching U
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns
Dui ?:t4
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ENGINEERING AND SURVEYING, INC.
Land Development Consulting
May 31, 2001
Via: Federal Express
Mr. John Dorney
NC Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, N.C. 27604
RE: Briarmeade
Dear Mr. Dorney:
U20740

Enclosed are the following items for the above referenced project:
F.
• 7 copies of sheets 1 /2 and 2/2 of the project's Wetland Delineation Maps;
• 7 copies of sheets 1 /2 and 2/2 of the project's Stream and Wetland Impact Maps;
• 7 copies of the USGS map showing the location of the project site;
• 7 copies of the completed Pre-Construction Notification Application Form
requesting 401 Certification; and
• Review fee check #1117 for $475.00.
The above items (excluding the check) have also been forwarded to the US Army Corps
of Engineers. Please review the enclosed information and let me know if you have any
questions or comments. Thank you in advance for your help with this portion of our
project.
S' cerely,
J s A. Lowe
P Engineering and Surveying, Inc.
g
3935 Brian Jordan Place • Suite 137
High Point, NC 27265
Telephone [phone] • Fax [phone]
Office Use Only:
USACE Action ID No.
(If any particular
I. Processing
II.
DWQ No.
is not applicable to this project, please enter "Not
Form Version May 2002

i iO f
1. Check all of the approval(s) requested for this project: L
($? Section 404 Permit ? Riparian or Wate t
? Section 10 Permit ? Isolated Wetla
VM 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
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: ?
Applicant Information
1. Owner/Applicant Information
Name: Windsor Investments
Mailing Address: Northwestern Plaza
P.O. Box 9147
Greensboro N.C.27429
Telephone Number: [phone] Fax Number: [phone]
E-mail Addrcss:[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: James A. Lowe
Company Affiliation: CPT Engineering and Surveying; Inc
Mailing Address:_ 3935 Brian Jordan Pl Suite 137
High Point N.C. 27265
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 1 I by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Briarmeade
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Guilford Nearest Town: Greensboro
Subdivision name (include phase/lot number): Briarmeade Phase 2
Directions to site (include road numbers, landmarks, etc.): From Greensboro take US 29N
to Hicone Rd. Exit right onto Hicone Rd Turn right onto McKnight Mill Rd Turn left
onto Link Rd. The site is on the south side of Link Rd b/w McKnight Mill and Rankin Mill
5. Site coordinates, if available (UTM or Lat/Long):_ N360 8.5' W790 43.5'
(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): 88.5± acres
7. Nearest body of water (stream/river/sound/ocean/lake): Buffalo Creek
8. River Basin: Cane Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httU://Uo.enr.state .nc us/admiiihnaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is undeveloped/wooded - land use in vicinity of site
is rural farmland and single family.
--
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Briarmeade Phase 2 is a proposed 40 lot single family development requiring two stream
crossings - one at proposed Briar Run Dr and one at proposed Throughbrook Ct Equipment
required during construction will include bulldozers pans and track hoes
11. Explain the purpose of the proposed work: Two separate stream crossings are needed in
order to access lots and collector roads at the northern extreme of Briarmeade Phase 2.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any 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.
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: The proposed stream
crossings will require the installation of 152.0' of culvert pipe and 73.0' of rip-rap outlet
protection. The total length of stream impacted is 298.0'.
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***
WI-1 Fill 0.06 No 510± Freshwater Marsh

Llsl 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 arc 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
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:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
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?
(please secif
42 Culvert & rip-rap 132.5' UT 4' Perrenial
43 a/b Culvert & rip-rap 165.5' UT 12' Perrenial

¦ at caw liiq,uel 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
jvxxC ? sgs_ggy. Several internet sites also allow direct download and printing of USGS maps (e.g., yywx -.Ic )q nc.atni,
?t\Vw.nla x ues -cm( 11, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 298'
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
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name
(if applicable) Wate) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* L'
ist 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): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
The proposed stream crossings are needed in order to satisfy a City of Greensboro mandate
requiring access to the lots at the northern end of the site and access to the site byway of Link
Road. To minimize the total stream impact headwalls and endwalls were added to the culverts
at both of the proposed crossings
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 butlers 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
litti):Hli2o.enr.state.peps/ncwetlands/strm ide.lit.ml.
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.
No mitigation is proposed
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/wro/i - ndex.htm. If use of
the NC WRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federaUstate) 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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? No 0 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 extends out 30 teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge ofZonc 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 213.0242 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
downstream from the property. a??0
Exist. Imp. Area = 0 ac. Prop Imp Area = 16.4 ac Total Acreage = 61.2 ac All stormwater
conveyance structures designed to City of Greensboro standards and specifications All erosion
control measures designed to the State of North Carolina standards and specifications
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.
All wastewater aenerated by the site will be conveyed to and treated by City of Greensboro
wastewater treatment facilities.
XIII. Violations (required by DWQ)
ED
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No 0
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).

5/3v
Applicant/Agent's Signature ! Dale
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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-WETLAND AND 5TREAM DETERMINATIONS WERE MADE BY I / I ~ ~ ~ ~ \ ~ ~ I w 1 1 EGS AND HAVE BEEN VERIFIED BY THE U.S. ARMY CORPS. OF / , ti ~ ~ ~ ~ ~ ~ ~ ~ 1 / o~ ~ ~ ~ ' / ' / ~ W
,v / I ~ A V ~ ~ ~ ~ 1 t I ~ ~ ° ENGINEERS. ALL STREAM GR0551NG5 WILL BE APPROVED ~ ! I ~ ~ ~ ~ \ \ \
/ I ~ A v ~ ~ \ V v \ V 1 \ 1 ~ ~o BY USAGE AND NGDENR PRIOR TO CONSTRUCTION. / i 1 ~ ~ \ \ \ ~ \ \ ~ ~ \ 1 ~ v I ~ ~ ~ J05EPH E. ALL. I ~ C7
ru / ~ 1 1 \ \ ~ \ ~ \ -ALL STREAM BUFFERS ARE SHOWN ON THIS PLAN. ALL STREAM ~ 1 \ \ \ ~ \ ` \ ~ ~ ~ ~ ~ v / / / ~ o «51+ LINDA M. AL i , ~ / ~ / I `
'n BUFFERS SHALL HAVE THE FOLLOWING REQUIREMENTS; (A) THE / ` 1 1\ ~ \ \ \ ~ \ \ ~ ~ ~ ~ \ ~ F R T I ' AL REMAIN UNDISTURBED AND (Bl THE REMAINING ~ % 1 1 ` \ \ \ \ \ \ \ \ \ \ \ ~ ~ ~ ~ 15 5 5H L / v v ~ ~ v v A v V ~ ~ A ~v ~v ~ ~ ~ ~ ~ . ~ n i DB 43q-f, P6
35' SHALL HAVE A MAXIMUM BUILT-UPON AREA OF 50~ WITH / ~ \ \ ~ ~ ~ \ ~ ~ ~ ~ \ 1 ~ ~ V 1 I / ~ / ~ ~ ~ ~ , -S / / ~ AGL-4-Iq1-43q
1 v v v A ~ ~ ~ A \ ~ v ~ A NO OCCUPIED STRUCTURES. \ \ \ ~ \ ~ ~ \ \ ~ 1 ~ 1 ~ \ ~ ~ \ ~ ~ RIP-RAP / / \ \ ~ ~ ~ i APRON «21 ! / / i ~ / ~ / _ _ / FFS. ~ / / / / ~ , ~
I ~ ~ \ \ 1 1 \ ~e I I v v ~ ~ ~ ~ / ~ ~ ~ ~ \ v ~ ~ v 1 1 ~ \ v ~ ~ 1 \ ~ ~ A V ~ 1 1 ~ ~ \ v ~
~ ~ I ~ I v ~ \ v ~ 1 ~ ~ ~ ~ A `v ~ I / / , ~ ~ ~ / /
,yo/ ~ I v ~ ~ ~ 1 ~ ~ v ~ I / / / / , / i 55MH M4q i , ~ / ,
m / I _ 1 V ~ \ 1 V ~ V ` I / / ~ ~ / / / /
1 1 / / ~ ~'D / / ~ w ` F STREAM&WETLAND
/ / _ v ~ ~ I \ _ ~ RAYMOND 6. 1 ~ I / ~ s, / T MAP
/ I / ~ ~ 1 1 I I ~ \ V I ~ o~ 5YLV1A 6. GRUB IMPAc
/ / ~ i ~ / i 1 I I I ~ A ~ ~ ~ _ _ _ / i A «40s w 57D..,~ ~ , DB 2331, P6 548 _ _ ~ r ~ / / o° ~ , ~ ~ - ~ ~ ~~F SCALE; I 60
~ ~ , ~ ~ „a AGL-4-ICI-43a-22
/ ~ / ~ I 1 ~ V ~ \ / I l / ~ / / / / / ~ RLW 8 SAN. ~ ~ ~ \ i l I / / / / / ~t10 ~ ®PHASE LINE/ 1 +
/ / / x _ i i R - . ~ DATE; MAY 2002
C,006TRIIGTION
oll d PRO ECT: 7Q-DI 0402
DRAWN BY. JAL
- (FU, ooz LINE ~,e 00
y GERALD I NE DO(--
% nR IA7F, P- r~G SHEET 2~2

• V , _ , ~ , '1 t I / / coNSrnucnoN, / ~ ~ rR r' REV I51 ~~S
~ \ ~ / - - ~ 1 ~ 1 ~ 1 1 A \ ~ ~ I 1 ~ I / , ~s~ R ~ 0~
~ ~ ~ i' I l 1 V A ~ / AI / , i ~ ~ / 1 i /~g c~ ,off 0
i ~ ~ - ~ / / , ~ I ~ V ~ ~ ~ ~ \ / I l l / CP IA ~ ~ / i'
~ ~ ~ / I / / / / ~ , i ~ ~ / / / A / ~ lei \ I 1 / / / / / / a ! ~ PLW 8' SAN. ~ ~
~ ~ / / / / ~ ~ i STD.~B o PHASE LINE ~
ssr+N +us ~ / / - ~ - - ~ i I ~ v A v V A I / / / ~ / / END,PHA5E 2 ~ / ~ V A ~ A / I / / / ~ Gq~iTRUGTION f~ / ~ / / ~ ~ P'
\ \ I / / / / / \ \ / / / / / / ~ y~~ /
i'ce' i' ~ ~ ~ ~ 1 I \ /I ~ I / / / / / ~ t~ ` S .M02 / / / ~ I / / / / / ~ .r ~ 1 / /
/ / I I ~ / I / / / / , ~ I / / / / / ~ ~ S I / , ~ ~ ~ e III
~ - 1 t ~ ~ I ~ I / ~ i / ~ I ~ / I l i 1~ / / ~ ~ I / / I t % ~g I6 ~ 1
i i l ~ ~ ~ - i ~ 1 / i / / / i / / ~ ~ I ~ 166 ~ N N ~ ~ ~ ~ I I L~ I ~ ~
/ i / / / /i / I I I I A.IM75 ~ / ~ ~ 41
/ / / / / / ~J i I I I
/ / / / I I I i / - , I , I I ~
,I i ' ' I ' / 112 I / ~ / / ~ I I ~ I I I I I
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~ ~ _ , / I r l I I I ~ ~ / / ~ / 1 I I I ~ _ ~ -r
~ ~ I ~ , r / ~ ~ / 1 I I 't , ~ - I i
~ / r ~ , ~ ~ / ~ ~ I I I I I ~ / I / ~ = -a
I i i ~ i ~ i ~ - , / / / ~ I ~ ~ I I I ~
/ / I I I ~ I ~ ~ / I i~ ~ / /
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I I ~ / I I i I / / / ~ I v 1 vv / I / / I 1 /
I ' , i ~ ~ I / ssMr+ ~u2 ~ I \ I / / 1 / / I / ~ I v / / ~ I ~ / / v
/ I \ I / / I , \ ~ v / / ~ / / I ' ~ ~ 168 / / I I r ~ ,
I , ~ ~ / / / / / / I , A ~ / / / / / / / I I I r I ,~s' I I
/ / 1 V A ~ / ~ / / I / I I I l I mo pw •
1 ~ V ~ i / I ~ V A A ~ ~ , ~ / / / ~ f I I I I ~ l eooa ~ v d5 / I I ~ / ~ I 1 I I I I ~ ? ~
1 1 \ / / \ \ ~ / / / / / / I i
~ I ~ / r i I I I I I ~ z m~N ~ I I I I I Ibq I ~N -
/ , , , / RIP-RAP OHEGIC D I ~ ~ ~ / / n~a+~ slLr fENGE ar 1 i ~ 1 , ~ 1 / / / / 1 \ ~ i I \ I Ia J ~ry^ / ~ . \ PAD / ~ I I ~ l l 1 ~ ~ ~weo~ I a
/ EVERY LOW POINT OR 1 \ / / AT LEAST EVERY I50' I ~ 1 I / / / 1 ~ / / \ m p ~ !n / l 1 1 I I Z I z, P. ~
/ MALPHUS L. ~ 1 . I / v ~
m I \ I ~ ~ / / RUBY A. BARBER , ~ I I ~ vl ~ 1 / I I ~ I I I ~ 1 ; ~ ~ ~
z4 I 1 ~ , I , ~ / ~ / DB 463, P6 X15 I , v , s~~ I I ~ I , r ~ ~ / I i v ` I ` ~ ~ ~ , I , \ I \ 170 \ ~ ~ ~ ~ t
~ \ I I I I ~ ~ / AGL-4-Iq1-460-41 I 1 / 1 \V 1 I I ~ I I ~ ~ I I V ~ v \ ~ ~ Q / I + ~ ~ ~ PAD • ~ 116 ~
~ I ~ ~ I i / I 1 1 1 I 1 I I I I 1 \ ~ ~ ~ ta4a ~
1 ~ 1 ~ ~ I i ~ ~ r ~ ~ _ o • ~ v ~ 1 le>D ~ I v I - - \ _ 1 \ I I z cv
/ h~/ ~ W v nD wra5r. 1 \ 1 I I ~ \ 1 rA Ih4o \ I
/ ~ ~ ~ - ~ - ---h-- 1 \ I I / ~ 1 \ 774 - pp ~
/ a~ ~ 4 - re ~ ~ \ ~ I ~ ~ Z ~e~ ` ~ ~ Q v - ~ ~ \ ~ Ul Q ~ -
/ i v ~ v ~ I z o I A \3~' ~ 1~ v V A V ~ ~ PAb• ~ Ill ~ I ~ ,~I~ ~ Q ~
/ / v ~ v- 1 °a 1 `1 v v v v ~ ~ ~ , - - --_-P,m• QI \ , - ~ ~ ~ I ~4a ~ ~ W ~
\ ~ PAD. P A~~r, ~ \ / / A ~T369 ~y V ~ 1 ~ ~ PAD ~ PAD • \ P~ •\V P PAD 1~ ~ I ~ ~ z 0 1 PAD • p~ • PAD ¦ PAII~ - - _ PAD - f ~ ~ ~ \ \ ~ 12 ~ 'h ~ _ Q N
76d8 767a' n~ 7TJa \ ~ `~O ~ 1 1 \ 76ga' V ~ I ~ ~ I r ~ nea ma Troa lava PAD • ~ ~ ~ ~ ~ ~ ~ - -N I ,as ~ 17 ~ I H~
s~ 185 184 \ ~ 1 , I \ - , ~ 182 181 I Sd , 13 1 \ \ ISd ~ I~q I~ I ~ 175 ' - ~ ~ ~ rl ~ .
\ ~ \ ~ ° \ \ 1 ~ i ` \ ~ I I I"~ PAD ~ I r 7 - ~ l
vv ~ ce v ~ v I v v l I - - I I ~ I ~ ~ ~ ~ I ,n ~ A ~ ~ ~ V ~ V PAD ~ ~
~ \ - _ ~ - ,yam ~ \ - >?IlAL \ 1 \ ~ ~ \ ~ \ I / I
\ - \ I6' RGP ~ TD, x403 ' I \ \ B' SMI.'f`YfR 1 x6l B. ~ xgp \ ~ 1 ~73 ~ h II ;
- \ "SAN. SEWED g• ~ ~ X64 ~ ~ 1 I I / ~ h ' l !l~..
~ _ _ 7CY 9AN, SEWER EASE. ~ - _ fi ~ SSMN x65 \ 6 I I - - ~ - - I - ~ I -I _ 4- n \I \ I - f~ ~---i aD r ~ \ I ~I ~ ZONED AG ~ ~~,••~,F~y~'Cr'•~,'v'~r
m \ \ t
\ 1 \ ~ ONED RS-3c
Q ~ \ \ ` \ \ \ ~ \ ,d° ~ ~ ~ \ ~ , n'.. 148 ~
_ 1, \ ~ ~ \
~ - \ PAD • PAD ~ \ 1 PAD • PAd • ~ I ~ ~ SAO • PAD • ~ m (7~a' '1545 \ \ 7'~7a' 1 76oC \ 7woti \ 766a' .spa PAD • ~ i PAD ~ /PAD • ~a ma• , I PAD • \ \ s ~ ~ 1 ~ I I ~ • 1 . I I ?
n~ ~ I I \ 7~a rroa I i Tib9 ~ \ C65' rroa ~ v v V PAD • v v ~ ' ~ 1 V I ~ I - ~ I ~ Troa y ~ v ~ ~ 1 ` ` v~
2 I , 15 \ 14~ 14 14T 146 145 NR \ . ~4 to I ~4 I~~ 142 141 ~ ' 120 ~ - _ _ _ < <g
I I 1 \ A 1 1 ~ ~ ' ~ Y.I 24
I I / T - ~ _ ~ - ~ 1 ~ Il 1 ~ A PAD.~~ LB I I AV A A \ 5ip~ 24 ~ ~ ~ ~ 12~ Leos' sm. ® a~ v vn I
p ~ J I ~ I - ~ ~ ~ ~v I ~ 1 ~ ~ v v vv v ~ vv 1 , A ~ \ PAD _ 1 i \ \ - - ~ I -rye END PHASE I ~ \ \ \ lees \
NOTE; 1 ~ ~ ~ ~ \ 1 / 764 ROAD(A N5T. 1 \ \ ~ 11 STA.IN5l 1 1 ~ ~V A`, ~
T IL T E PI AGED IN FILL SLOPES J \ ~ ~ ~ ~ ~ OPSO O B \ ~ ~ ~ \ \ I~ \ \ ~ ~ ssr~ quo AND NON-STRUGTUKAL AREAS. NO STOCK- ~P x4~ I ~ ~ ~ I ^ \ \ ~ ~ _ _ _ _ ~ \ \ - ~ ` _ ~ ~.c ~ 1 ~ \ 1 121 I - ' v 4 v \ v vv 1 v
PILE AREAS ARE Nf20POSED. ~ r %AIy T _ ~ _ _ _ / ~ - \ PAD • \ ~ ~ , `h / I SSMH l A A leD9 \ ~ V ~ V~
= ~ i ~ ~ ~ , - 1~--'~ I ~ 't- ~ ,aIP~tAa ~ _ ~ I ~ ,III 7 \ i / ~ ~ ANDS I A ~ A \ \ ~ Y QA
\ . , ~ ~ I 1 F~S.~ ~ 123 \ ~ y\ N / ~ A / YH \ ~ A ~ ~ A ~ A \ j' 't~' K Z / ~ l ~ ~ \ ~
1 I ~ ~ ~ v~ v,~ v v 126 ~~J'~ ~ ~ v ~ I I ~ ~ ~e ~ v . ~ n
1 ~ ~ / ~ ~ ~ \ ~ ~ I I I / J ~ 1 R
Q i~i / / 1 1 ~ ~ ~ 1 Q~~ I I v h PE5 ~ R T M. z \ ~ RIP-RAP pAp. ~ OL.J ~ / I APRON ~1 ~ ~I / H
~ / ~ i ~ I / / / iaea ~ U I . i LYNNE M, ~ a ~ ti l l ,7 1 Z / ~ _ 1 I ~
N I I YVETLANDS - - - ~ 501.14 0 \ I I ~ 111^ ~ ~ I AREA OF / ~ - - , ~ 112 ~ I ~ I ~ D ~ ~ F~1 i _ , SGNOOL L 0 1 / w~REF~LL/ 1 / a •ti- ~ Na
1 o ~ ~ ' ~I ~ ~ I I / , ~ ~ / DB 226Q, PCB 261 C~ ~ z ~ I ! I / l / I / ~ / po
520.1 I - N 88 44 06 W ~ ~ j - A -4-Iq1=43~-3~ W I GL 0 ~ I I I / , / I / / ~ - - - ~ 1 ~
I ~ I ~ I ~ / , I - ~ RErhu+LL s U a / ~ ~,uRE 1 , I i ~ r - ~ ~ l ~ W
~ \ WETLANDS POND ~ , / ~ / / , SSMH / ~ ~ ~ ~ ~ _ _ - - / _ ~ ~ ~ ~..r / / / ~ , ~ i > , coNC z~
\ \ ` COMMON AREA / . ,r ~ ~ / / ~ - ~ REr, V1 ~ ~ ~ i / ~ ~ ~ ~ F-' ~
\ \ ~ 4.34q AGRESt ~ / / ~ / ~ i i - / I ~ ~ I`N / / - C7~ w i / / / / ~ i/ •Y~ EXIST,,@A1ZNaf ~
~ / i~ ~ ~ ~ ~ ~ ~ / / / ' ~ ~ ~ / F ~DATION ~ ~ / ~ / ~ ~ ~ ,v0 ~ / / / /
~ ~ ~ ~ ~ I \ ~ of \ h / / / ~ ~ ~y~ l~ ~ / ~ ~ Q+ / ~ / / ~ / / i i ~ / ~ i T / ~ ~ M~1 F-I
~ 'h ~ / / ~ ~ ~ / / / / / i ~ J ~ O ' ~ / / / / / / / / / , / / ~ / / ^ I1/
L ~ ~ / / / / / / / / / i / ~ ~•LI 7 / ~/~0 / / / / ~ / / ~ / ~ / V/
c ~ \ / / ~ \ \ WETLA / / / l / ~ / / / / / ~ i I O ~ z
p1 ~ / / I w \ ~ ~ r ~ I / ~ I / ~ ~ ~ 1""I O / / ~ / / / ~ / ' ~ a
a ssMN «ioa ~ ~ 1 - - _ S0' I ~ I ~ ~ I ~ ~ I l / ~ ~ i / / / / / ~ ~ P / / / / ~ ~ / / / / / / / / MH~e / ~ f--1
~ \ ~ - - " DER v~ 0 I / / / / / / / / / 7 ~ / O F--I / 0
\ ~ ~ ~ - l I a ~ Q I I I z r I I I I , ~ / / / / z~
\ _ - - J~' m ~ I I I I I , i ~ I , / ~ W ~ I I / t I , l / / / / / ~ ~ o° W W Z
/ / l ~ ~ I l / ~ / / / W p~ h Ir / ~+s~~. / I ~ / 1 ~ ~ ,S , U \ry p r O~ W
/ I / ~ ~ O
m ~ i~~ / v ~ _ / / / / / / ,/~0~~ m~~~ / / ~ A I ~ z
In ~ - ' _ ~ ~ i / / Z ,
/ - JAMES U. ~ w ~ ,
~ 2 MINNIE R. HATCHER HEIRS ~D _ _ - - i ~ ~ JEA~NNE L. LEW15 ~ ~ ~
G/0 DEWEY HATCHER ~q - - - - ~ - T G / DB 5045 P6 1026 ~ ~ ~ ~ `
DB 1201, P6 512 - - / ~ AGL-4-ICI-43Q-5 / ~ v - i /
ssMNMioe AG -4-ICI-438-6 - L
- / ~ ~ i ~ _ ~ ~ ~ ~ ~
3 . ~ I _ . ~ ~ ~ / > ~ ~ I
D / _ U - _ _ / - - ~ i I - / i ~ I STREAM&WETLAND
z - _ - H - - x 68~ . I IMPACT MAP
T AM EF ~ ~ _ - S RE BU ER NOTES: e _ - w , ~9 ~ ~ ~ ~ I
- WETLAND AND STREAM DETERMINATIONS WERE MADE BY ~ ~ i- ~ ~ - - / ~ Q o / ~
~ - EGS AND HAVE BEEN VERIFIED BY THE U.S. ARMY CORPS. OF ~ , I 60 ~ s ~ ~ Q ~
~,I ~ ENGINEEi25. ALL STREAM CROSSINGS WILL BE APPROVED = O (1_ BY USAGE AND NGDENR PRIOR TO CONSTRUCTION. ~Ory ~ ~ ~ / ~ ~ ~ ' I ~
a
1JA 1 t: MAY 1001
o 6 - ALL STREAM BUFFERS ARE SHOWN ON THIS PLAN. ALL STREAM BUFFERS SHALL HAVE THE FOLLOWING REQUIREMENTS: (A) THE
o J ID FIRST & SHALL REMAIN UNDISTURBED AND (B) THE REMAINING (L fL 35SHALL HAVE A MAXIMUM BUILT-UPON AREA OF 50% WITH MAXINE G. THOMAS ~ PROJECT: L07(1-01
o NO OCCUPIED STRUCTURES. DB 2526, P6 516
a~ / J _-eoo- DRAWN BY: AL Q i ~ AGL-4-la1-43q-25
0 DEWEY L.
BRENDA B. HAI B. HATGHER SHEET 1/2 i
L 2

/ in rn REViSI0N5
( q r' i
, ; TRACT B ry ~ w
HELEN MA BESSIE MAE WYRIGI RIE F. PATILLO ~ o E MAE WYRIGK J
'`~~j c~E p DB 2804, P6 823 SHEET 2/2 LOLA G.F. ELLIOT ~ r >T AGL-4-141-439-15 2804, P6 823 J ~ L-4-141-439-15 ~ I I
CARL A. FOULKS etas ' ~ T ~7 I" EIP w ~
# ~ ~ 3614-3638 LINK ROAD 5~~;. I I u . - z
~ LOTS 2 ~ 3 PB 25, PG 32 ~ ~ Q N L g ° ~ P~ ~
;~s DB 375, PG 522 , n u 3, - e~ SITE
TRACT E I,', TAX REF: AGL-4-IQI-43Q-6 ~ m ~ . _
ANNIE I' 24.681 ACRES V ~ JOSEPH E. ALLEN Iv ~ ll $i om- LINDA M. ALLEN #r q ~ o,
WATLINGTON HAYES (VACANT) \ ry I DB 3760, PG 2126 r N ? ~ ~
# 3612 LINK ROAD AGL-4-191-43q-46 ~ ~ CA 1 ~ I ry
_ LOT 6 PB ~q PG 17 - _ , ~ b"EIP t~ ~
PART - O ~ ~ ~ GREEKVIEW RD N ~ ~ .r
_ 5 87°30'59" E--- ~ 233,45' DB 1728, PG 400 - lonb2 s ° ~ " ;r~ ~ ~ PP~~ ~ ~ HINES G~
968 L 87 52 27 E AGL-4-ICI-460-24 61 'EIP - ~ _ ~ d
8.88 ACRES ,N 9 ~ _ _ 49AI 3.51 ~ 13q.g4 - 'c - - - _ _ ~ Q9 ~s
(VACANT) $ ~h - _ Asr - _ GONE
~ ~ a~' N~ - ~ ~ ~ ~ BLS/D F
z
°ry~ ~ rcry ry NOTE: 15 p~"1~ E ' ry JOSEPH E. ALLEN IV ~ z
a 1 N m ~ THIS STREAM WPu DETERMINED AS AN ~ ~ ~Abo p ' INTERMITTENT STREAM BY EGS, INC. t LINDA M. ALLEN ~ DB 4391, P6 284
/ VERIFIED BY USAGE. , ~ ' U) Awl AGL-4-191-439-43 E"'
_ s~3-Awa ~ ~ BENT EIP ~ AkIL ,n _
xe-A~ - ~ ~ AyB ~
„a_nw~~ ~ ~ ~ IV \C\~ ~~P N
F-nwnv ~ ~ ~ p Ica-Aw: STREAM "G" 0 ° ~ ~ RAYMOND G. ~ ~
FLAG BEARING DISTANCE 3ia EIP U) 5YLVIA G. GRUM
DB 2331, PG 548 ~ WE DOY~R AVM d r AGL-4-191-439-22 - sV ~
STREAM AREA: 5GI-AW4 (PINCHED TOPI 864 S.F.t 5 li°56'25" E 27.13' ~ ' 5G2-AW4 I- N_ ~
= 0.020 AGRESt 5G3-AW4 5 65°54'37" E 26.21' N ry VICINITY MAP _
5 10'2154" E 47.14' ~ SG4-AW4 c0 Not to Scale
N 88°19'28" E 34.99' 0 tl~ 5G5-Aw4 p CARL L. +1: z m
I°wITNESS IRON SG6-AW4 569°3724" E 28.16' N GERALDINE DOGGETT Q " DB 1826 PG 5(~I ~ ~
N 84°54'15" E 29.83' I^EIP SG7-AVM - ~ AGL-4-191-439-21 F- ~ U" _
5 81°21'12" E 20.36' SG8-ANCi r-
5 40°44'41" E IlS2' PoINT `~q-~2 - m
WITNESS FLAT ~ ~
IRON IRON 504°51'11" yv 108.74' II'll" W MARTIN R. d ~ ~ m 74' MISTI R. BYLER - Q ~ ~
2" EIP DB 4401, PG 10 W ~
tl' RGL-4-191-439-23 ~ ~ ~
_ ~ .
~ TRACT "G" ~ MALPHUS L. ~ N ~ m
RUBY A. BARBER BRIARMEADE, LLG a DB 4963, PG 975 G/0 ANDREW B. GAMBRON ~ ~
AGL-4-191-460-41 p LEROY VERNON GAUTHREN E ~
# 3661 NEAR BRIARMEADE ROAD MARYLENE GAUTHREN TAYLOR -
LOTS 2 ~ 3 PB 25, PG 32 DB 4106, P6 63 AGL-4-191-439-24 m
DB 4332, PG 3Q3
WETLAND AREA "D" ry TAX REF: AGL-4-Iq1-43q-5 WETLAND AREA "F° 3la" EIP ~ FLAG BEARING DISTANCE
FLAG BEARING DISTANCE o 36.41 ACRES
WDI (VACANT) V~1 5 61°10'22" E 2823' N 39°13'50" E 18.03' I"~2 ~
I^UJ2 W 5 24°51'42" E 36.31' N 36°90'57" E 24.40' yy11 WF3
I''~3 p STREAM "D" (NEAR va:TLAND "F') N 61°09'33" E 25.91' - N 12°41'01" E 29.78' WF4 ~ r wD4 p FLAG BEARING DISTANCE N 76'0352" E 2429' N N `,IIIIIIIIif1f/!/
N 44°17'46" E 5.86' ° WF5 N 59'1954' W 24.43' m NOAH WD5 NOAH M. d WETLAND AREA H t^~TLAND AREA 'E Q,,
5 71°13'22° E 1250' ~ 501-AW3 y,~ ry HAZEL 5. ~ WDb Z 502-AW2 N ?8'4350' E 20.49' WF7 N 38'20'13' W 16.45' N DB 2544, HAZEL 5. COLEMAN RI ' DI TANGS ; ~~~r ASS! 9 ' FLAG BEARING DISTANGE FLAG BEA NG 5 ~ ~ 04 0,~, ° DB 2544, PG 563 Q. 9~~ '
N 8l°2354" E 14.02' S l9°33'20' E 15.4?' ° ~ ~ AGL-4-19 WD7 SD3-AW2 ~8 N 64 57 27 W 31.90 AGL-4-191-439-21 WHI WEI Q N Il°21'11' W I?b4' 82°53'39" E 21.02' 2 f S~l~.l.
5 75°4351" E 2559' S 47°03'06" E 11.52' WD8 SD4 WF9 N 05°29'26" E 26.11' WH2 V~2 ` F- - ~ N 21.43'19' W 1652' S 84°01'29" E 1961' ~ ~ ~ n ~ Y L•3730 0~ ~
s 71°14'39" W 11.86' S 54°58'37' E 1368' WDAS WFI WFA7 N 22°15'27' E 962' WF9 N 06'06'22' E 15A1' WE3 5 62.4152' E 21.10' ~ ~ ; yS ~?Q ~I~,,:r
5 02°13'49" W 16.61' WDA4 NFAb N B7°IT03" W 21.43' 3)4' EIP WH4 WE4 5 42'31'22' E 43.12' H 6 ~ ,°$UR ~-1;;
WDA3 5 41°45'49" W 2853' WETLAND AREA: N 26°48'02` W 20A9' tpINGHED TOP) WH5 N 29'3951 W II.00 WE5 Q 6 .
5 42°03'03" W 22.60' 3093 S.F.t STREAM AREA: WH6 N 31°04'09" W 10.91' WEb 5 50'512' E 41.03' ~ ~ f 11 ` L N 1'43" W 22.80' N 09'4436' E 4159' d WHl 84°3 WE7
= 0.071 AGRESf 81 5.F t WFA3 5 70'00'05" W 10.23' WDAI 5 21°12'33" W 21.39_ TLAND ARE = 0.002 AGRESt 5 23°38'03' W 25.38' 255 S.F.t N 52.3550' W 40.10'
WD1 N 50°06'11" W 36.19' WETLAND AREA: 5 37°30'24' W 2020' 2" EIP = 0.006 AGRESt WHAT 5 09°4850" W 40.44'
1754 S.F.f ~A: WFAI wos wra.wn , = 0.040 AGRESt ~ YC~A wSCE-A{N: t~ WFAI ~ f}~ WHAb 5 28°49'15" E 31.19'
9 = v~ 5F' 'r~4 VLiD'1-Aw2 z.~ WFM^ , i STREAM AREA: ,-..w_ ~ ~ wsos-nww', ~ 3 sm-nw: "i% ~ w~a TLAND AREA: oh~ ~INZ W. FRUf' WHA5 HEINZ W. FRUH WHA4 5 51°0331" E 2465'
n.aw i , ~;,ti ~~r ~a-nrc ~ _ vE ±~n~.it~~l~ we~+ s~i-Aro- ~o- n 4241 S,F.t 504 S.F.f ~:~.;sw ; „taw ~uv ~na 'wso3 nwz vie _ DB 1410, PG 434 DB 1410, PG 434 5 4l°0053" E 23.69' WETLAND AREA 6 WHA3 a 11~~,,
- 0.012 AGRE5f j ~ sc~ Aw ~ * " ° wF - 0.097 AGRESt of AGL-4-191-43q-18 _ +~,~,.n3 ~ ~ ~~,a- wF, EIP ,r-ii .._w i"r~i AGL-4-191-43q-18 ° ~ " FLAG BEARING DISTANGE fr' 5 82 1501E 16.16' WHA2 1,,161
~ r ~ , ewes ,9 wF.~ , i via ~ ROBT M. d N 30'15101' W ~F~d.y we 1 ~ N LYNNE M. 511°4651" E Ibbl' S Ob°2839' W 26.22' WHAT W62
wrs e2.Ta' (TIE) ~~;A FI D 507J4' ~~~r~ ~ i^IEe wei ~ ~ %~"wFa EIP 6° SCHOOL EL ~e-sw h ' N 23°13'43' E 4.11' N 02°19'12" W 25.92' 11----~~ z ~ WHI yy~ ~ I-~ H
~ • ~ wFS Q~ DB 2260, PG 261 . 520.11' - N 88°44'06" W ~ ~ zw ~ EIP (TALL woRM fir'°",'twr~c ,m \ ~ AGL-4-191-439-3q
GEAR 0.4' OVER ~ ~.dr { _ ~ Al N wnA64 ~+,,H~~ ~ / W61 N 51°44'28" E 36.48' a 0
w~4 EXISTING ,y ~ 0 U
YWA~ tw~~ ~w POND i ' ~ ~ . o m ,,y , r , . ~ WETLAND AREA "D" nRV~LAND'D'1 r; ~ ~ ~ j . I--I i !r`
N ~ ~ ,'1~ ~j~~ oU~ ~ EIPb FLAG BEARING DISTANGE " a/ . • ' U
ro~c~~ wNnr ~ \a~ °9 ~ WSDhAW2 0 N 84°48'43" E 1856'
? wvi D2- ~ x
It'1" EIP ~ ~ ~ EIP . ~ D3- 5 68°0931" E 23.30' a 4' ~-1 N 16 0250" E 19.0
WETLAND AREA: / y~'~ I" EIP ~~d^ EIP D4-A N bl°14'11" E 12.91' W
4680 S.F.± 6 - i _ N ~~~s WETLAND AREA: ~ryb ~ W5D5-AWI O N 83°05'00" E 3061'
STREAM "F•, - 0.107 AGRESt 6g,~ 340 S.F.t 7 ~ ,oo ~ z 5 42°08'22" E 19.10'
~ b5'h = 0.008 AGRESt ~ JAMES U, d y FLAG BEARING DISTANCE W ~ a JEANNE L. LEWIS W5D1 ~ ~ i 0 1w O
~ U DB 5045, PG 1026 EIP e sF1-2.5w MINNIE R. HATCHER HEIRS N 89°54'17" E 20.61' II'i" EIP ~ AGL-4-191-439-5 1-I Q.1
sF2-2.5w G/0 DEY~Y HATCHER ry 5 66°41'14" E 21.14' DB 1207, P6 512 ~ W
SF3-3W AGL-4-191-438-6 S 82°54'32" E q.12' 4g9 ~ xo
5F4-3W ~ 5 42°36'21" E L98' I" EIP ~
5F5-3W 2' EIP 5 28°14'50" E 14.38' z~
SFb-2.5W 5 56°35'55" E 24.36' ~ s 6~" z W
5F73W ~ 6 A ~r~ 550°4b'3q" E 33.83' 6°$Lr, ~ F ~'oi• oW
5 46 Ob'36" E 28.36' W 949 ~ THIS CERTIFIES THAT TH15 COPY OF TH15 PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE a
SF9-2W a e ~ ~ JURISDICTION OF SECTION 404 OF THE GLEAN WATER AGT A5 DETERMINED BY THE UNDERSIGNED (7 W
sFlo-2w s 21°07'32° E 8.9q' y MARINE G. THOMAS / 2" EIP 5 51°40'34" E 28.68' / 26 P6 516 ON THIS DATE. UNLESS THERE IS A GRANGE IN THE LAW OR OUR PUBLISHED REGULATIONS THIS a
SFII-ISW EIP DB 25 , 5 bb°10'34" E 19.52' ~ AGL-4-191-439-25 Q'~ DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
SFI2-1.5W DEV~Y L. E ~ ExGEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WA5 MADE UTILIZING THE Ig87 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL. Z W
BRENDA B. HATCHER p W z
' DB 2809, PG 386 AGL-4-191-438-28 fib' 0
/ ° n. ~0" NAME:
~ ~P
TITLE:
DATE:
- THIS MAP IS FOR WETLAND DELINEATION ONLY. 6~~L N~TEC.~
BOUNDARY SURVEY PERFORMED BY GPT ENGINEERING SCALE: 111 = (00~
d SURVEYING, INC. I) ALL BEARINGS ARE PLAT BEARINGS UNLESS
- THI5 MAP 15 5UBJEGT TO ANY EASEMENTS, AGREEMENTS J` k RE 1 G; 11-11-v1 2) ALL DISTANCES ARE HORIZONTAL GROUND
GRAPHIC SCALE AND/OR RIGHTS-OF-WAY OF RECORDED PRIOR TO D15TANGES UNLESS OTHERWISE NOTED.
100 0 50 100 200 400 aoo DATE OF THIS MAP. 3) IRON PIPES AT ALL CORNERS UNLESS OTHERWISE NOTED. PROJECT;
- THIS MAP DOES NOT MEET N.G.6.5. 41-50 MAP 5TANDARD5 4) CURRENT LAND USE: RESIDENTIAL/FARM
mm~ AND IS NOT FOR REGORDIN6. 5) PREGISION 1:10,000+ DRAWN BY; JAH, NN
( IN FEET ) 6) AREA: 36.481 AGRES± (TRACT "G").
1 inch = 100 ft. - WETLAND5 WERE DELINEATED BY EN6INEERIN6 GON3ULTIN6 SERVIGE5 LTD. SHEET 12

m aunRTZ sroNE --s ~,~s,~~s w ~ _ _ . _ _ - _ _ _ &15aB' (TIE)_ -1"It~IV_ ~ -ilISV~~-iLL - - `-'BI-w5
THOMAS WAYNE GOOK and - - - - - _ 5 87.27'21' E W - 1399.41' DB 5058, P6 446 5BZ_ws W K4 REBAR
TIMOTHY LANE GODK - - - _ AGL-4-191-45q 5-2 snio-wa ,sA,_v$ J - sBS-w, ~ DB 4451, PG 564 ~ - - _ eoa b~. (T,E, + sA4-wv sw-vs sA3-Awa sAl-Aw _ .~.JJp REYI5~ON5 5AI-AWI Z m 0'
17 HI~~ pp~~ AGL-4-191-460-3q N as^~3o w- - - - - sea- I ~ 1 'W ~ - - . - - WBI SAII-~~5A8_WS SAS-AV{2 I SA'Sy rv W 0 2eo.ai rriF _ F ~ TWIN
- II SA4-AW2J BA2-AW2 {'®AI 'SBS-w5 ~J sAa-Awz `Z WIARTZ NOTE: STONE
0 1 ~ ~ p-D ~F ~ I~AZ Ins n+ls STREAM WA5 DET92MINED AS AN ~ EDGAR WINGATE IxrERrnrrENr srREAM BY Ecs, INe. a UNDERHILL, .IR.
P ~ ~ WETLAND AREA: 4 I ~ I sae-we VERIFIED BY U5AGE. N DB 2939, PG 378
G~ ~ 2492 S.F.± = raen~ Z O.C56 AGRES' ~`~+BS +sB,-w, , ~ ~ STREAM ~m STREAM "A" ' ~ AGL-4-191-439-33 ~ I
wBAa ~ v ~ +)sae-ws FLAG BEARING BEARING DISTANGE V' ry
~ m - wav I ry ~ v ~In~~ - - - - - - - - - SAI-AWI 0 ~ ~ N m
~ ~Q~ I~'EIR ~"-w' 549°3255" V J ~ GREfKVIEW RD WETLAND AREA "B° SA2-AW2 5 49°3255" W 333 ' riL z 8 Q
R9 FLAG BEARING STREAM AREA: X10 Ni3 S~_~ N 84°21'00" V DISTANCE ~ , _ N 84°21'00" W 29.60' I" EIP UJ ~ ry
~ HINES GN~~ h-~` ~ F' N 88'10'26" W WBI O 6E72 AGRES'- san-v~ SA4-AW2 N 88'10'26" W 34.45' 2 ~ ~ U -
d'c JAMES A. JARVIS and wife ~2 538°21'30" E 20.12' TRACT IIA° 5Bi2-~ SB13-~ sAS-AW2 N 8'1°4697" w ~ N 8l°46'11" W 3229' ~
~ ~ PATSY 5. JARVIS 5 o3°4q'31" w 20.26' SB15-`~ sBia-I~ N 86.34'al" w DB WB3 ° MYRTLE L. PH I LL I P5, HEIRS 5A6-~ ° ~ GpxE ~ 3121, PG Ill 5 28 5123 W 11.45' 5016-sw 5A1- N l2 41'55" W N 86°34'47" W 8132' ~ ~ Q
F AGL-4-191-460-44 wB4 ° WILLIAM M. PHILLIPS, EXECUTOR gel,-I~ N5 ° " N l2°41'55" W 11.95' ' 0 s .
u o w~ 5 48 42 os' w 12.58' # 3661 LINK RDA 5 9 ~ sAe-~s 5 ~ °0~' ~ 2 W 5 24°15'49" W D +sezo-wo N 53°15'31" W 5 bb 0034 W 25.11' ~ Q N 53°1531" W 18.
~ o n WBb 29.21 WB Q7-E-2540 5Aq-W6 " 75 o I 560°35'07" W 7.12' ~ ~ WETLAND AREA "A"
WBA4 N 82°29'11" W 23.02' DB 802 sBZI-w, 560°3501 N 5A10-W4 r ~ ~ ° , PG 643 wA3a 513.41 " N ID 23'55" E 32.15' wA4o w l SAII-W3 ~1 W s a ~ ~ ~ 5'13°4137" W Ib,ll' N .IOE L. SMITH and wife, FLAG BEARING DISTANGE
~r~ ~ V~A3 TAX REF: AG - - - - ~ A v L 4 1~ 43q 8 wA4, saz3-w-r VE ~ ~ ~ N 24 3844" E 15.84' I r sBZa-w, ANNA W. SMITH
~f~~ Z WBA2 ° ~ 2 AGRES WA38 WA43 wAn4a. ~ N 36 3528° E 262q' I ~ w naz DB 3043, PG 542 wA26 AGL-4-191-439-37 N 32°1154" E 2621' WA27
CAI (RESIDENTIAL/PASTURE/WOODED) wA3,# N 39°08'14" E 24.11' WA28
WBI N 38°22'06' E 21.00' sezs-wa a wAAal ~ WA29 N 37°1051" E 25.44'
DOVER A~ ViA33 WP36 ~ WP.A44 WAA40 V41A35, 111 I ~ 1 ~ ~ WAA3q WAA36~ 1 N ~ I N 46°28'42" E 22.03' WA30
Wh91 1 WA35, WAA45 y,AA3B WM3l / I ~ EIP l^USTONE I N 50°24'41" E 40.11' TIED ABOVE I ~I
11141 _ ~ WAA34 1 A4 1 1 lyr-( VICINITY MAP i 1 ~ e , . 11~ ~33 - - - - - - ss ea~oe~ w n21,a~~ hie) - - - - - 585°06'32" E WA32 N 41'3539" E 23.19'
~ 1,~~1 ~ 1,1 11~;i; ~ 11 Not to Scale wAZ4 ) wAAZ, ; ~~L 482,44' N bl°2559" E 21.85' ~ i" EIP WP33
Ily'EIP 1 i 1'1 waA3i wAAS2 1 1 - yyq~g 1 1 11 WAA2B WAA3° 1 11 wAA26 WAA29 V~TLAND AREA ..G.. ` - - - _ - - _ ~'°o,~oe' w 1 I l 5 12°51'42" E 21.44' N WA34
wAZ, FLAG BEARING DISTANCE r7iei- - - - - - - - X111 ,1 wnAZs Lq 560°13'40" E 25.86'
y~l-/~.y2 ' - ~e . 1 ~ ~I~ i wAA2a WETLAND AREA: O N OI°21'21" W 29.65' / X10 ~ wA36 R~
1,1 I ~ I 31039 S.F.± _ N 25°25'43" W 30,74' 1 ~ , ~ WAAZB 0.713 AGRES} W5G2-AW2 1~V N 23°2355" W Iq.2q' p ` L ~ - 1 K Il WA37 - cb
N bl°33'21" W 1021' ,1 WSG3-AW2 V ~ r ``AA~~ ~ N 10°26'41' W 23.09' ~ V R1_, ~ / ~ WA38 ~i
~1 N 74'01'21" W )121' ~ wr,AZz WSG4-AW2 Y ~O + N 02°04'04' E I' ~ s ° 1~' ' ~ ^ ~ 33.2 F- (V IG ,,1 ~ ~ wA39 -
wnazl N 52°08'24" W 1825' WGI ° ' ~ J~ a~b~ ~ S 32.5030" E 12.89' ~
N 3l°I 1'21" W 11.02' w z_ / AA „ WG2 (16`~ + Y'1 ~ ~ , ~ ~ / 506°1250" W 3023' J ~ ,1~'3k~ ~ ~ ~ / WA41 Z gym..
S 8q°08'43" W Ig28' WG3 W 512 ~ ' WA42 5 31°06'13" E 12.90' 0
N 39°5653" W 16.05' i ' WG4 ~p ~ / N l3°23'06" E IISq' Q / i / WA43 V
N 31°03'46" E 21 BOOKER EVANS d ~ wAnie .3q N1 wc5 LOVIE K. EVANS ~ EXISTING b~ , ~ ~ ~ VICTOR L. BROWN and 5 62°39'23' E 14A3' ~ ~ , ~ , ~ REBECCA G. BROWN ~ _
m ~ WG6 N 20°29'44" E 1958' DB 2118, PG 83q N m POND ' 1 W , ~ ~ ~ ~ / / DB 3992, PG 1430 WAA47 5 17°25'09" W 62.84' r ~ ~Z°~ ~ ~ ~ ~ AGL-4-191-434-1 5 10°49'29" E Iq.ll' m
N 50°41'OT' E 2068' AGL-4191-460-23 waAl, VJGI ~ ~ 9 , ~ ~ WAA46
N 32°22'48" E 34,00' Z .1 AP WG8 1 ° 16 • ,S~ W ~ ~ ~ ~ / / / STREAM "E" N 33°00'20' E 28.17' ~ 1- i WAA45 c0
N Iq°40'15" E 3055' wAAlb WGq \ X11 5 ~ / 161 Al • y~1 ~ ~ FLAG BEARING DISTANGE N 26°34'43" E 3062' ~ ~ _ t~ r ~+x'32 , / ~ ~ / WAA44 0 Q. Q i N
N 25°52'32" W 24.93' j i WGIO ~ 13 ' S / / / / 5EI-AW2 ° „ u WAA43 N 13°49'41' E 3252' ~ UJ ~ N 24 4112 W 18.15' WETLAND AREA A N bq°16'15" E 1262' ~ ~ ~ ~ , ~ / 5E2-AW2 Q
N 41°4051" E 2923' L / ~ ~ WGII ~ ~ ~ ~ i 5 83°2TOq" W 17.34' FLAG BEARING DISTANGE x''`42 ° , " [Q Q m i SE3-AW2 5 27 II 21 E 2726 - J ~ m
N 45°31'02" E 6.14' wAAls a? x• / Va / ~"E,P WGI2 WAA41 ~ ~ ~i'EIP HAL J. THOMP50N JR, al: N 44°26'01" W 12.81' WAI , , " ~
wAla ~ >~\~e, / i WGI3 5 31°25'34" E 11.03' ~ f,~„ a,~ / jam/ ~ ~ WA13 wnis ~ ~ ~ ~ Iq~. • Y~ / ~ i ' ~4-~ N 43°3831" f 22.08' S 24 5129E 20.81' U~. SHELIA L. THOMP50N 5 68°34'01" W 14.61' WA2 L
N 8q°44'38" E Ib.bl' wALL ~ WGI4 ° wAle ~ y~ ~ ~ DB 3168, P6 64 ~5"~ N 07°11'13" E 15.01' 5 12 5134" E 19,91' AGL-4-191-439-20 N lq°12'11" W 11.18' WA3 ° "
5 Iq 19'28" E 12,60' WAIZ wA11 '3~i~'bs, (p'j. ~ ~ / WGIS `~b'~ N 36 3239 W II.OI' wAR38 5 5q°0256" E 15.77' 5 64°54'20" W Ig24' WA4 `~7-~ N 44°25'01" E 23.46' N Bq°48'28" E 35.02' _
5 01°42'28" W 1321' / vtAn 11 rlnza wAO,ia r~Fj~Po \ ~ ~ / / 4 EIP's 1 ~ WETLAND AREA: 1 I 1 V ~ ~ ~A WAA3l SE8-~ N 64 5013' W 994 WA5 N 12°28'07" E 5 8q°19'45" E 2560' 26.12' yrAq,~
5 2q°11'03" W 23.14' wAlo 1 w,",z wAAI / s ~ / VJGA5 ~ 1902 7 S E ± : ~ ~ ~ vwla vv Ale 584°2159" W 15.11' WAb ~ N 09°0431' W Iq.bl' WAA35 564°53'13" E 25.07' m
5 Ib°43'4q" W 2561' 0.431 AGRES' 1 ~ / WGA4 wAa 1 wA?z wAAll 5 21°52'Iq" W 41 111 `"'~O 1~~ / / / N I6°30'28" E 20.24' WA7 SEIO-AW3 N 26°16'55" E 12.91' N 16°0039" E 2562'
1 ~ . v~ wGA3 l Wf~l , ~~AI° ~ i / / 5 Il°5852" W 3551' Y1P'B 1 1 "~A" wAAa,a ~a°1~ / / N 28°42'22" E 1058' WA8 SEII-AW2 N 2q°42'09' E 3528' WAA33 514°49'45' E 1268'
WGA2 s 21 ` WAAe y b / °05'02" w 1859' I wAA, / / HAL J. THO N II°4139" W 9.00' WA4 ° 5 51°42'44" W 3494' 5EI2-AW2 N 01 5851 W 24.06' WAA32
WGAI ° U! wAe , / MP50N, JR. E 5 53 5114" W 15 4' wane ~ ~ ~N' ~ 5EI3-AW2 N 42°31'40" W 14.58' WAIO 5 82°54'55" W 5321' N 37'3635' E 24.42' fHOMP50N N 57°18'28" W 15.80' WAII WAA31 7 , ",~i'r'r'r1f'`'
wGl 2 N SHELIA L. THOMP50N r wAS wn.AS N DB 3168, PG 64 t / y PG 64 5EI4-AW2 " N 48'55'45` E 17.10' 5 q 0301" W 2gbq `,ti ~ r~A~o;
N ~ wA4 I 1' wAP4 1,15 ~ ~ ~ ~ AGL-4191-439-66 -1 1439-bb N 08 1251E 9.15 WAI2 ~ `-~I`s'~ N 12'14'41' E 3236' S 77°11'02" W 31.48' ~ °•"'°'ti
I ~ ~ / / EIP m KENNETH P. HOLT ~ m '"A3 WAA3 / ~ / JULIE B. HEPNER and husband o a _ N Ib°02'48" W 21.42' WAI3 ~ ~ ~~{ri~$S10~ 5EI6-AW3 N 48'22'04' E 2033' WAA28 N 80 1616' W 29.13' ! PO 9
DB 3221, PG Ise Z wAA; / ~ ~ THOMA5 A. HEf=NER WA _ _ s- wA 16 / / SECOND AGL-4 191-460-10 x, ~ iV D8 31g4, PSG 46 3 ~ N 63°36'24' W 13.12' WAI4 Q ! ° ~ SEI7-AW3 N ?7'29'18' W 31.44' ; r. 556 0335' E 2464' wAA2.1 SEAL
1 r~' LIB ~ ~ w ~ rz~~ LIB ~ / ~ IP ~ Z ~ AGL-4-191-439-Oq ~ SEIB-N"B 5 65'3'154' W 11.04' WAIS 553°47'46" E 2 I ' S 23'46'42" W 23.78' ~ ~ Jr•3~~„rr Q': N ?2'25'11' W 32.74' WAIN 8' 6 WAA26 " s:z ~p~
~0 I,IA ~ $ Ns STREAM 'B 5 13'4672' W 927' WAIL 5 62°55'17" E 20.11' ~4A25 5 29°0025 W 26.11 : ^:~°"F~ 1~~~ ~
I w -1 n F STREAM AR..A. °~Qj / Q. 5E20-AV8 555°44'25" W 2561' ~'S',fl • •..S~~N•~"• FLAG BEARING DISTANGE 5 21.0436' E 20.07' 0 .
JULIE B. HEFTIER and SE21-~ 5 20.21'42' E 1297 WAIB ~ WAA24 5 43'01'25' W 24 ' ~C ~ SB1-~ ° N 78'3459" W 15.42' WAI9 5 09'5614 W 20.17' WAA23 . ~
t1 I"EIP / / ~ yG-j ~ y N~ ~1 , ~ ~ ? THOMAS A. HEFNER SB2-~ 5 32 5256" W 18.13' SE22-Aw4 5 09.5679• E 5 44'20'11' W 52.72' ~ r ~ ~
/i ~ ~ FIRST E THIRD TRACT O y,;,_w~ _ ~ 12 , ~ ~ ~ ~ ~ DB 31g4, PG 46 (TIE ONLY) SE2 N 18°5132" W II.l2' WA20 ~ WAI~22 OL SB3-Wl 5 11°54'48" E 15.30' ~pyy4 5 M'5353 W 21.15 5 42.35'08' W 1853' 5 89'3239' W 1324' X21 X21 540 5q 43 W 2
I'EI ~ ~ ~ ~a•n, AGL-41 - 5 - i ( sF,.o , q~, 91 439-09 81.02'22" E LNG / . ~ 564 W9 5 87°15'04° ~ri'~~ ~ 133 ' 1 _ 1 ~ 'f) . y1 ~ ~ ~ NIP E ~ 24 SB4-VP1 5 16'08'26' W 755' N ll 5059E 77.35 ~ ' 693' • WAA20 5 12°09'28" W 33.18' N'43'38'44' W 1253' WA22
ri i ~ ~ V I 1E •00"'3 , i ' 1 g310 40468' 79123 , ,~tM ° 5B5-W5 ° N 18'17'41' E 3166' WAA18 5 20'31'41' w 60,42' 5 12 2617" W 33.47' N 66.2931' W 15A4' WA23
.~5 / NIP ° 'E 5v5-w4 ~ ~I 5 87 13'34 E y / ~ aee~~ ~ - °0.05 I rALL 2"EIP 228 PEIP 586-W6 SE26-'~ N 12°43'28" E 22Sq' WAA17 5 21°0151' W 43.43' 5 40°4530' W IlbB' S 5q°49'00" W 46Aq' WA24
• IG RN•1 ~i ~lv-wb ,ty 76 S2 I IVi'EIP ' ' 7~~'~p,J~ ~ ~ ~ ~ ~ I ~ 145.37 ° ' b~ CT"' ~ ~ ~ ~ II ~ 11 I SBl-W7 " 5E27-AW4 N 21'0251" W 3630' wAAl6 5 44'39'20" W 5153' 5 13 5447E 30.13 N 36°03'41" W Igb3' WA25
1 (165 ~ ~ ~ , ~ ~I ~,~4-W=y~ S6e-~,~ SB8-W75 N 55°0151' W 28.63' WAAI5 N 32.01'21" E 3668' 5 16°01'40" W 2561' W
II"EIP i'~ ~ Sulav+E, ~I 'f ) 1~ Q~ • ~ / / / / ~ 1011 51i',1.. y+1 5E29-AW4 SB9-~ N 86°08'18" W 41.15' ylAA14 5 ~ 34'15' E 63.99 STREAM "G" 5 39'51'07' W 28.10' E"'1
15°~~ ~ ~ ~ i ~jIN, ~I STREAM AREA: ~~-wlz + J ~y1.12 / - , ~ ~oQl'~" AID` stile-we 19012 S F " 5810-W3 504'28'27" E 19,43' FLAG BEARING DISTANGE ~ Qr 5 14°0659" E 25A6' N bl°16'18" W 19.41' WAAI3 z
"EIP ~ , ~ ~ v g,~,Sw6 O'-115 Ar;RES'- a~. 1 TSeaa-nrla ~ / ~ ~ ~ / m1m H-wl2 ~ ~ 5E4 SE4W4AW4 SBII-WS 5E91-AW4 5 21°3150" W 1399' c~l_y,6 5 34'1354' W 2138' N 83°51'09" W 1228' WAAI2 °
I"EIP sNla-~s~ seaa_Awa I SB 4 A fV 5812-W5 `5E32"AW4 5 41'31'44" W 16.63' S 46 2256 W 31.48' ] F--r N 32°1039" W 39,10' WAAII 5Ci2-V'6
~ ~/I I I ~ SCA-WI2 ~5E4B-AW4 ~ ~ sE30-A6V4 _ ~ ~ 13~ ~ ' ~ + ~ JOHN W, HAYNES 5813-W5 5 41°05'24" f IOSI' ryE~p~N4 5 3q°01'44" W 15.90' S 08°4152" W 61.94' O HAYNES 5 28°2951" W 895' N 23°0250` W 18.43' WAAIO 563-W20 ° 5 II 53'21" W 45.18' r ~ O
1 s6~o-wiz(+ ~ ~ sE~~nwa m DB 2805, P6 3l ^ 1 I'seat-Awa _~s-Aw4 AGL-4191-43q-45 P6 3l `~14-N6 ° ° " 5 ll°1450" W 84,15' S~}_I..~ `,J N 86 5026" W 893' N 62 0353 W 4431 WAA9A a1-439-45 5815-W5 ° ~ " N 82°51'35" W 52,43' S 09'2156" W 2860'
'~°O` Q b~" 1 `_'ai~ LJS' I 1 5612-w1~) I L5E4~:Aw4 SE41-AV{4 N 31 I ~SFae,-AW4 ~ SE34-A 4 N 31 4414 W 10.19 WAA9 F..i Q 5 21°59'14' W 21.71' SE36-AW4 ~ ~ 505°05'04" W 4420' 5816-W5 586°12'10' w 5,83' wAAb 5 41°28'58 W 21.92 566_y,16 ° a/
~ SHII-1^6 ~ ~ - ~ ~ `sE4l-AW4 w I ' %13-Wlq+: ~ 5 3q 46'21^ W 2022' F...~ U SBI7_N6 " SE3l-Aw4 585°12'07" W WAA7 5 42°18'45" W 16.90' SG1-WI2 5 13 5408" W 4151'
4HIPW4~ ~ / ~ SE33-AW4 TSE29-AW4 SE28-AW4 11~ ~ 5(14-w1 ~ SEMI-AW4 5 60 2554E 9.98 32.06' ° ~ O SB18-V~ ~3~~ 555°31'24" E ~ 5 OI°19'13" E 15.19' 568-WI2 5 Iq Ig54 W 43.60 ~
11 5e1~-w11, \ 5Ea1-Awa , -SE26-AW4 .may _ ~I 5E2rANla EIP 0 PP % sssi-Aw4~ ~ se<o-Ara FENCE P05T 5 18°5q " E 16.88 V1AA6 I~ 5814-W5 55 8.16' c~39_p,w.} ° I 5 43°20'18" W IlS3' S 50"51'28" W 2328' a
~I ~ ~ se3o-Aw ~ ~ sela-Aw3 I i , ~zl-wt ' I W,II- ~ 5E7&A{K3 5 38 4255 W 8.68' WARS 564-WI2 E-1 5 31'5235" W 1092' c~E4O_~ 5 31°51'42" W 10.60' ~"'I 5820-WB 534°5239" W 8.94' ~4 5 32 4122 W 2461 5610-WI2 ~ T ~
~ ~~aw,•,I+~ sca2-,m 1 + ~-AwzV I ~ ~en-A~~ 1 ~z3 r~'i:~ svla-w.z ' 5 15.13'22" W 25.43' SE41-AW4 ~ 5 22°36'31" E 12.18' W SB21-W7 N 58°50'09" W 9.11' 5 JI 3134" W 19.81' 5611-WI2 rr ?h~ O
SNi-V16 ~ + WJ3-AVi9~ ~ SE?~4-AW4 ~ ~ SEI6-AW3 ~1 /5611-WIO WEILANO Af<CA~. ~~~~~~'b~~~~~kkkkkk. YLIB-WJ.- 9_ AW4 ~SE~~-r1w4 ° ! ~ 4 2a 1'If Selz W4 ~ J 1+ ~ h~~ ~.E.+ = WJ4 iE 15-AW3 5 OS°38'46" E 15.09' SE42-AW4 566°51'45" E II.lO' V 5822-W1 N 08°53'28" W 11,38' 546°00'42" W 21.06' 5612-WI2
'~~g `"'Sw`~_ ~~tls~e-w~ /+/s6z w~e~~~o ~ 0.015A~kES~ ~ wn sei4-Awz ~a-w. srw-wlr., ~ was ~ °e13Awz 5 28°0235" W 2220' ~ 5823-W7 5E43-AW4 5 h5°1650" W 9.40' S 18 09 48 W 38.70' rx
O1 / . y610-YllOJ WJb A C ~ ° / /`b2(rPrb =eI6AW' 1 5e5-AYCi r 1'' 5 20'18'23' E 2666' N ~°44'19" w 21.91' wAAI " 5613-WI2 5 42°05'13" W ~ 0 SB24-Wl AW4 560°49'22" W 25.98' WAI 5 74°1521 Yr 21.82 5614-WI2 2724 v. O
~ (11 ~ a 5„~ 1y-.µ;-~ x>z,-wv ~ WETLAND AREA "J" ~,e~o-A~i ' ~ I sea-AVM 1, l I_? S 51'06'13" W 22.41' ° SB~ly4 5E45-AW4 5 28 0224' W Ig24' a
~ ~ ~ ~~>s VaU FLAG BEARING DISTANCE w'~ N q1~. SHE w4~1 N 69°2f"14" W 21.09' 5615-WI2 ° ?-i a SE46-AW4 555 46 2l" W 60.37 ~"1
sr:e-Awz l~,_A~ I HAZEL W. WYRIGK o, 'ti , ~ r~~ "irN ,t,~ 1.5r,, I~n 5E30-AW4 seB Awz S 55'21'10" E 18.15' ~ 558°5136" W 1390' SGI6-WI2 rTj O ^IGK 5E41-AW4 556°32'06" W 2692' 58 N 60°4130" W 21A4' STREAM H 5611-WI ~
Sea-Aw2- ' DB 2139, PG 258 w ~ m~ ~ ~ I : ~ ~ _y 3,'y -wra W,II-AW3 - ~ I 5E'-AWZ- ~ AGL-4-191-439-44 j+ 3 1 S 30°48'01" E 5.91' 5E48-AW4 5618-WIO 5 65°28'45° W 29.68' ~J ~
~ `~1~ ~ jlfs-<~a, I WJ2-AW2 v ~ +i-x;~:.1~, r~ 03.4, -,y, ~ li S 51 33'39" E 2565 ;4~94~ oriel -1 ~ 550°1638" W 2139' FLAG ' BEARING DISTANGE ~ " ~ F-r 5E4q-AW4 5634- 5619-WIO 590 31'58 W 12.13 z 5 34°41'28" W b.bl' " N 35°06'44" W 1363'
r>GSa_w"~+i WJ3-AW3 - ~ ~ vu;~z mss-w~o,'+ 5 21°Oq'li" E 28.18' 5612-I2W SHI-~ N Ol°20'48 E 56.62' SC,20-WIO W
i ~ ~ WJ4 w~ ~ wclq~l I+r,la ' ~ 5 IU'49'10" E 1224' N 03°0,251" W BSS' N 62°18'08" w 11.4T W O SH2-V'6' 5621-W7
~ ~~>t i ~ W,G <v ~ ~i-fiva;ls 7+~sv~h-w~ \ 511°20'06" E 2059' N 08°32'31° E 2360' N 86°58'21' W 26.41' SH3-W6 5622-W6
WETLAND AREA: `'r , . 1 ° EIP ¦ RI ~ i~~ ns ' ~ V~I'f N 18 30'14" E 1059' N 44°4935" E 4161' S 66°36'56" W 1256' SH4-W6 5623-W6 w
~ 615h F,! _ 0.1,5 AGRES'- ' /~M f'+~svei wv N 39°40'20" W 31.31' -0 r N 52°I I' 3" E 19.02' S 21°41'41" W 1.74' 5H5-WS, - 5624-W6 O ~i
~ ~ ~ ~ WiE TI A u' ARE!1, WJS 0' o u n vuP , ~!:+1~Aa ~ I wib/wl~ ~r. ~ ! N 54°02'21" W Iq 19' o - N 131°Or'~'24" E 23.86' 5 21°1154' W 1953' a/ 5N6-w7' - W8
TRACT E , ~ ~ 1~ wi-AW2 I N OI°0155" E 20.71' S 51°29'11" W 31.19' W i SHl-W6 ' - 5626-WB z W
ANNIE , ~,~-wl~+ ~~wu-Aw; II .I A o ; TRACT B N WATLINGTON HAYES y~~. % ~ N nl 31'il" E 32.68' S 55 58'27" W 21.17' 'z 5H8-N(1S 5627-W6 O
ti i~ / WETLAND AREA I HELEN MARIE F. PATILLO ~ m U ALL BEARINGS ARE PLAT BEARINGS UNLESS N 01°49'ar w 3359' S628_W6 546°35'08' w 2792' ~
# 3612 LINK ROAD ~ ~ /~~;1~~1r'+ FLAG SEARING DISTANCE LOL.A G.F. ELLIOT ~ r _ OTHERWISE PJOTED. N .79°2 '26" w 33.05' S 56'2o'or w 29.04' YRIGK 2) ALL DISTANCES ARE H R sl+l0 ° " ~ 5 71'5254' w
LOT 6, PB q~, PG 17 ~a~~-~~~;~ ;~+;%a.,_we wll_Aw2 CARL A. FOULKS etal o ~ BE551E MAE WYRIGK jl' ~ ~ ~ DB 2804, P6 823 0 IZONTAL 6RCyUND 5H11_~ N l7e 1636 w 19.h2' S63o-w1o 1O'~ 323 DISTANCES UNLE55 OTHERWISE NOTED, N 04°3 'a3" E 1853' s 7a'S9'49" w 1935'
PART WI2-Aw2 "69°4ro9° E 1156' # 3614-3638 LINK ROAD q m AGL-4191-43q-15 4- Iwo a nw~ ~ N 51°01'12" E 6.25' d' 1-15 3) IRON PIPES AT ALL CORNERS UNLE55 OTHERWISE NOTED. sH12-I^G 5631-w1o "
DB 1728 PG 400 w~~~=L;~a~~ W13-Aw2 LOTS 2 ~ 3 PB 25 PG ~ 32 ~ 3 +,~~4_ wio i 4) CURRENT LAND USE: VACANT d RESIDENT ~i~l,,~ N 33°335° w 11.75' ~2_~ 5 29'2131 w 31.09 IALJPASTURE N Ob°I '13" E 37 S 15.0032" W 1666'
AGL-4-lai-460-24 ~~-A~ ~ DB 3775, PG 522 ~%~~~ti,~ 5) PRECISION I:IOp00+ 5,414-NB ~ 5633-w7 u _ N 2°4.13'00" E 22A3' S 46°20'18" W 10.94'
S.Q88 AGRES ~"~~i~~` TAX REF: AGL-4-Iq1-43q-6 I ~~a I" EIP 6) AREAS: TRACT A 31.312 ARRES± 5H15-W6 - s63a-w9 TRACT '~B° - 24.681 AREES± SHI6-W6 Nis°25'21" E 12.70' 5635-WIO 540°00'11" W I9b4'
a (VACANT ~f 24.681 AGRES ~ _
o ( CANT) ' ~ _ N I°30'44" W 2298' S 27°20'43" W 36.10' SHII-W'T 5636-W7 N ~h8°02'45" W 12.11' S 17°0931' W 3895'
Q ~--as-WI,TI+( I ~~J ~ - TH15 MAP 15 FOR WETLAND DELINEATION ONLY. t~ 5HI8-Y'Yi 5637-W6
THIS CERTIFIES THAT 3 BOUNDARY SURVEY PERFORM ~ JURISDICTION OF SE ED BY GPT ENGINEERING I ' ~l ~ :RTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE 5Hw-v6 N '1730" w 1553' 5638-w1o 5 13'55'49" W 4922' IGTION OF SECTION 404 OF THE GLEAN WATER AGT AS DETERMINED BY THE UNDERSIGNED N b9'2o50^ w 4294' S639_wlo s 32°1254" w 3796 SCALE. 10 '
I ~ ON THIS DATE. UNLE~ d SURVEYING, INC. ~ae_wP~ II i DATE. UNLE55 THERE IS A GRANGE IN THE LAW OR OUR PU$ I H 5H2O-~' ° 5 •I ' 0 L 5 ED REGULATIONS THIS ~ N 06 0131" w 3123' 38 913 W 3931
° ~ ~ J05EPH E. ALLEN IV ~ fICTL[JAAIAIATI~AI ,
-THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS EXCEED FIVE YEARS iuvn i lulu Ur 7CU I IUN '+U'+ JUKI5UIU I IUN MRT tit KtLItU UPON FOR A PERIOD NOT TO "N 07°08'34" W 3357' 5 11"0322" W 15bQ'
05 3-160, LINDA M. P6 2126 ALLEN "'vn i lulu yr AND/OR RIGHTS-OF-WAY OF RECORDED PRIOR TO AG ~ L-4-lq 191-439-46 GORPS OF ENGINEER FIVE YEARS FROM TH15 DATE. THI5 DETERMINATION WAS MADE UTILIZING THE K151 s1122 W3 sbal-wrj s 20"11'22"E 36b3' DATE; 12-21-01 OF ENGINEERS WETLAND DELINEATION MANUAL. 5642-W1o
DATE OF THIS MAP. ~cr I_,~~F GRAPHIC SCALE 5 45.46'45' w 2854' 5643-H5 - PROJECT; 0?q-01
O~ PI. P6 321 14"EIP o - THIS MAP DOES NOT MEET N.G.6.5. 41-30 MAP STANDARDS 5 87 305q" p-r 1017b2' 233.45' NAME: 5644-WI2 s 14'4b30' W 44.18' NAME: goo 0 50 loo 200 400
AND 15 NOT FOR RECORDING. 87 5221 f gb8bl' TITLE: 5 26'16'03" W 20.41' 5645-HO DRAWN BY; JAH, MV
" g e " TRACT "G _ EIP «s RESaR ,7 v - WETLANDS WERE DELINEATED BY ENGINEERING GON5ULTIN6 TITLE: x646-we s 01'1456' E 59.15'
CD SERVICES LTD. BRIARMEADE, LLG 4q.01' 83.51 13gg4' 5 1703454" W 3653'
a DATE: DATE: (IN FEET) 5647-m inch = 100 ft. SHEET 2 2

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OF
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PG~STA O 21+55 / r ~ I ' ~ r r +
I 1 2 0 I 2693 R+ l I
~ - r r I N ~ ~r r
~ i, ~ INT TO PT '0 may' ~ ~ R=440.00' ~ 1 26+30 ~ ~ 6os l ' rr ~ I - T~_ 60, END CURB d GUTTER - rr r
0 ~ ~ ~ L=126.8q' 17 0 ~ ~ 'P BE61N 50' TAPER TO SSMH #4l 0 c ~ r ' ~ ti
ry PG TO INT i i ~ ~ Tan=63.8q' - ~ ~ - N M M tiQ--__ M C,p a`T' ~ EXIST. SURFACE EDGE r r ~R M STA. 30+q5 rr r
pus R-440.00' I ~ ~ Delta_Ib 31'23" ~ 9AN. 0+76 ~ ~ L=241J0' PG TO PT I ! C,hD-126.45' ~ ~ M 9~N' M 0 / r r M ~ 'Jb ~ ~ ~ 'S .402 / a r
~ Tan=121.23 R=440.00' ~ GhB=N44 3444"W 0 ~ zs~ss N6 Q Delta-32°15'16" L=314.58' ' I ~ # M - w ! ~r r
GhD=244.44' i I ~ FIRE HYD 55MH 46 Tan=lgq.4q' ~ 0 " --w~~ ~ \ to I r w ~ 0 r i 2T+0U~ PG TO PT I f r '
GhB=N20°11'25"W Delta=48°46'38" i ',GB #5 ~ I~# STA. 24+08 may' ~ ~ - ' ~ R=440.00' _ \ w cn r
GhD=363.31' ! 9TD. #402 TD.'~#4d2 8"Xb" HYD. TEE ~ ~ 2a+ae R ~ , ° I b" GATE VAL. 5~~ ~ L=286.41' ~ - A ,0 l 30'R i rr ~v r ' Tan=155.20' ~ fl (TYP) r r
GhB=N28 21'06"W 15^ GP i N. ~ i ti ' " 9~ ~ Delta=38 51'30" i r 30'R s+2 - REINF. CONCRETE FIRE HYD. GB #2 ~ 'h r : TYP
8" - ~ ~ ~ - ~ ~ ~ ~6+2 S ~ 1. ~ ~6a w ~ N' SF wis ~ _ _ „ ~ 4 ~ ~ zo GhD-282.72' w 2q+Ol STD:~402 r ( I
4y~ 22+13 NU5 - - - - - - / ~ 5 n ~ I GhB=N33°24'40"W ENDWALL - NGDOT ~ 8"X6" HYD. TEE r STD. #838.28 (MOD.J 6" GATE VAL. 2 ~K~ r
22+36 ~ V w / w~~~ ~ ~ ~ ~ N 30'R ie ~ 25x52% C` I F.E.S. #3 ~ r r ~ ~ X24"X6" T.S. ~ r r ~
C ~r d VALVE rr r r S ,
w ti (TYP) 55 H #45 ~ ~ ~ ~ s VUS' ~ S 1 w ~ .1 21+24 _ 8o SA ' N.5 ~ ~ ~ ~ RIP- P PRON #2 ~ r r ~ 1 r
" 0 E RN ~ 1w A N (SEE D TAI SHT.) ` r ~ r rr N END CURB d GUTTER - ~ rd s r BEGIN 50' TAPER TO ~ r
+w `I~ ~ ~ b 0 w ~ s I- i i 0 11 0 X T R r r ~ EIS . 5U FACE EDGE r r r
rv5 0 w ~ c9 + ~ _ W ~ - ~ 1 iS 2101 w ~ I ~ STA. 30+q5 r ~ r r ~ 50 R/W ~ ~ r r r .
1 " GB #'7 w!s' - I 30'-0" PF 1 r r r ~ r ~ r' _
TD. #402 _ PT 5TA 15+61.41 - 22+3a - 6.. 5'-0.. 4' 15'-0" ~ 15'-0" 4._6.. 6.. ~ r rf r ~r r . .BOLLARDS
___~+es s\ i i ~ 6 2'-0° 26'-0° 2'-0.. 6.. r r r r ~ r I ' GL EQUALITY
- - - ~ ~ ~ ric vc ~ ~ 8"Xb" GR055 GL EQUALITY S ~c ne.26 ~ r81q / (2) b" GATE VAL. glpE_ I SURFp,G~ (I-2 51pE_ ~ r END POT STA 31+IU.g6-
POG 5TA 23+51.15= \ ~ I (I) 8" GATE VAL. O ~ wAt.IC 1.25 5URFAGE I I) wnuc r GL LINK ROAD C(~. 4SK 6.. ABG A 1 2.60 % SLOPE 4% ~ 1 r r I
POT 5TA 15+g5.18 y ~ ~ ~ ~ 1 1,1 EIP STRIP n c ~ 5TRIP r ~ ~
/ ~~c 1 GROWN I" BELOW TOP OF CURB eiP ~ r rr r r ~r r I
00 ~ fi ~ / ~ r r r ~ r ~r r
TYPICAL RDAD SECTION r !NOTE:
5Q. ~ I - ~ N.T.S. I r ' OF WIDENING OR r _ , r 6 ~ i r r` i LE55 WILL REGtUIRE
NOTE: ~ i ~ r ~ ~ ~ F D PTH ASPHA T / r ~ r ULL E L
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(ll Prepared by: 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 IL, 26+50 27+00 27+50 28+00 28+50 2q+00 2q+50 30+00 30+50 31+00 31+50
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT n. AS-BUILT AUTH. DATE BENCH MARKS JOB NO.: 079-01 CITY OF GREENSBORO F
DESIGNED BY: JAL ENGINEERING DIVISION
CPT 0 20 40 50 120 5/24/02 PER C.O.G. ENG. ROADWAY EN6INEERIN6 AND 5URVEYIN6, ING. LAND DEVELOPMENT C A& LTIN6 5/24/02 PER C.O.G. E /C SEWER CONST. SURVEY BY: CPT BRIARMEADE SHEET NO.
3935 BWAN JORDAN PLACE - SUITE 131- SCALES: 1" = 40' HORIZ. & 1" = 4' VERT. H16H POINT, NC 7120 6 20/02 PER C.O.G. ENG. WATER BRIAR RUN DR. FROM 307' SOUTH OF
PHONE, [phone] - FAX ) 812-8180 CHECKED BY: CPT THROUGHBROOK GT. TO INTX. N/ LINK RD. n 7 OF 20
. SIDEWALK ---r SCALE: 1 = 40 H, 1 = 41 V STA. 20+50 to STA. 31+10.88
11 Moy 2000 11:14:09 C:\powers\CADD\0utsids.pro
r.

CONTRACT SHEET NOTE. SERVICES THAT TIE INTO MAN- OF
HOLES MUST DO 50 AT SHELF
I I
I i
21e45 45
50' R/W I ~ - - ~ ~ 1
30 -0 FF ~ ! 5 52 t I b.. 5._0.. 4~~~~ 15'-0.. 15' 4~$~~ 5._0.. b.. i ~ PG - t' PG TO INT ~ ~ .a D
vvs ; R=4' R=440.00' ~
W I b" ~-0" I 26'-0" 2~-0° b" \ 21+b1' I L=2 I z L=241.70' f z Tan=12123' ~ ~ ~
= 3. slue- I" SURFAG~ (I- 51~. I Tan= " ~ Ww.K 125" SURFf~GE I-I) wnt.K \ I I Delta= 4% t' m ~lJT 4S5 ~ 2.60 ~ S ~ - Delta-32 1516
(p ~ 5R~ 6 ABG L 6RP.56 9~1 I I GhD-. GhD=244.44'
t(1 a EIP STRIP 4 a a 5TRIP eIP F/~ / I 0 ZZ I GhB=Ne r- GROWN I BELOW TOP OF GURB II ~ I GhB=N2O°I 1'25"W I ~ ~ I _ I ~
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ENDWALL - NGDOT 22"~ ~ R= ~ R=440.00 , - ~ `w/s 18+74
STD. #838.01 (MOD.) / l ~ L= INV. IN: "155.50 ~ cp Tar - ie+2o _ _ ~ L=314.58' Tan=19q.4G' ~ ~ _w+sl
/ 22 sl ` Delta ~ Delta=48°46'38" 1
- a ~ ~ ~ GhL TEM RARY - I RIP RAP AP ON 8 I ~ ~ ~ GhD=363.31' ~ ~ 55MH #53
l ~ GhB-N TURN AROUND (d,l!_) v;, ~ ~ GhB=N28°21'06"W - ~ la e7
STD. 502 - I ~ GL EQUALITYI 1 rn 1 ° GBl #6 1 % N• SERE /
- - - - POG 5TA 23+ 7.15 A 2 W/5 VUS ~ yy/5 - _ / . #402 ~ ~ ~ ' 55MH X54
n+72 GB #10 12+~ - _ POT 5TA 15+q5.1 /S~ io+sa n+la - - STD. 402_ _ - -_F.E 5. #q Q _ 1 ti. rGZ Fq W/5~ F~ ~ M VU5 ~ ti ~
- ~ y MFNr~ p ~ N - 0. _ 1 GBH ~'1 „ ~ rlc , ~ Nl~~GB #5 i ~ _ - - - - - ~ '!10.32
55MH X43 I - w 55MH~#44 STG # ~ 2 5 #402 / ,n ~ - ' - - ~ , M ~ -
8 SAN. SEWER _ 0 N GB ~8 vUS~ b -i STD. #402 , ' 14+ae - ~ _ ~ 4 ~ ~ ~ '0 - ~ ~ ~ ~ 19+76 ~ ' \ n so NUS ~
- - ~ p b" WATER I E p 30 R II ~Q M M ffi M A M M 30 R S C`, ~ 6, g„ 16iaa , 2~+U9~
M ~--'0 M M ~ U~~ (TYP) M ~ M O ~ 'C~'~ U~+~ 1 rTYP1 s 2 / ~ ~ PG TO PT ~ A S,~~ ~ Y ~ R=300.00 '9 ~ SF~
# - ~p/ STD. 402.__..___..-- - - M ~ lS~~ \ rb5 ~ sf' ~h - F ~ GB #4,- ~ ~ L-380.32 R~ ~ R
- \ , q~ ~ ~ • 14+89 ~ / W/5 W/5 _ \ H Cp / , ~ 5Ti5. #40 ~ N ~ Tan=220.52' Gyp ~ Q, ~ ~ INT TO PT ~ Delta=l2 3808" ~ r~-
10+60 11+20 _ - _ - - ~ / - _ _ - - 11+80 ~ U1 - , 8, ~ ~ i Tlc II 5EE SHEET 13 N S ~ SMH X45 R=440.00' Q - ~ ' , ~ `~21+a2 GhD-355.36' , ~ vc
6" PLUG Vy/ FIRE HYD. - ~ ; new SMH X45 ~ L=126.8q' - ° ~ "W ~ ~ ~ti 16ssa FIRS HYD. GhB-N8G 03 35 Tan=63.8q' p , ~
BLOW-OFF 11+25 FOR PIPE X42 ~ ~ ~ ~ ~ V , ~ ~ ~ , ~ ~ A55EMB Y I "X6" HYD. TEE F.E.S. PROFILE + ~ ~ ,i4+~, ~ ~ ~ L b X12 m ~ ~ I~ ~ ~ ~ , STA. 24+08 ~ 55MH X55 _ 8°~Cb° HYD. TEE Delta=l6°31'23"
1, I I b" GATE VAL. ~ - >3 ~ I rUS R (n, ~ ~ V/ ~ RIP RAP APRON II ~ 14+60 ~ •nc b'~ GATE VAL. GhD=126.45' ~
I I ~ ~ na.w---,_ \ hB=N44°34'44"W I ~ - k G ~ ;r/c 21453 Q A ,v1.a~ GB X13
~ INV. OUT: 153.50 I REINF. GONGRETE Q ~ ~ rlc~~ ~ ~ ~ nc roc 6 ~ ~ / ~ ~ ~ 'q
- d- ENDWALL - NGDOT - ~ ~ ~m•~ ~ ST . #B I RIP- P APRON #42 / PG TO PT ~ / i ~ ~ D 38.0 (MOD.) R=300.00' ~ ~ \711.99 0~ \ ~w/s \ 3~b2. 403 n x 21+05 ` O
~ Y 1645 ,~P r~ v I
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUIL AS-BUILT AUTH. DATE BENCH MARKS JOB NO.: 079-01 CITY OF GREENSBORO F
DESIGNED BY: JAL ENGINEERING DIVISION
(~pr 0 20 40 &0 120 5/24/02 PER C.O.G. ENG. ROADWAY ENGINEERING AND 9URVEYIN6, ING. T' LAIC DEVELOPMENT COMLL71N6 5/24/02 PER C.O.G. E /C SEWER CONST. SURVEY BY: CPT BRIARMEADE SHEET NO.
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0 20 40 8o 120 5/24/02 PER C.O.G. ENG. ROADWAY DESIGNED BY: JAL ENGINEERING DIVISION
ENGINEERING AND 50RVEYIN6' INC. I-AWVEvq.oPHff4T C CI LTIN6 5/24/02 PER C.O.G. E /C SEWER PT PIPE #24 (165±' SOUTH OF INTX. OF PANARAMA AND BRIAR RUN SHEET NO. CONST. SURVEY BY: C PIPE #41 (121±' NEST OF INTX. OF PANARAMA AND LONG RUN)
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HI6H POINT, NC 6 20/02 PER C.O.G. ENG. WATER PHONE: O73- 0 812,88010 - FAX-030812-MO
SIDEWALK SCALE: 1" = 40' H, 1" = 4' V PI #42 NORTH F INTX THR R K IAR RUN 11 May 2000 11:14:09 G:\power9\CADD\Outslde.pro