20060926 Ver 1_COMPLETE FILE_20070821

OF WArF9
O? QG
Cq ?.
Alan W. Klimek, P.E. Director
Division of Water Quality
July 24, 2006
DWQ# 06-0926
Forsyth County
Mr. Timothy D. Terrell
Mer-Alco & Terrell Investments, Inc.
1840 Eastchester Drive, Suite 200
High Point, NC 27265
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Terrell:
COL ., bvj
1 zoos
?F
Mer-Alco & Terrell Investments, Inc. has our approval, in accordance with the attached conditions, to place
permanent fill in 105 linear feet of perennial stream in order to construct a road crossing for Phase II of the
Squire Manor residential subdivision located on McNeil Road in Forsyth County, as described in your
application received by the Division of Water Quality (DWQ) on June 6, 2006. After reviewing your
application, we have determined that this fill is covered by General Water Quality Certification Number 3402,
which can be viewed on our web site at h!t2://www.ncwateEquality.org/wetlands.html. This Certification
allows you to use Nationwide Permit Number 39 when it is issued by the U.S. Army Corps of Engineers. In
addition, you should secure any other applicable federal, state or local permits before you proceed with your
project, including (but not limited to) those required by Sediment and Erosion Control, Non-Discharge, and
Water Supply Watershed regulations. Also, this approval will expire when the accompanying 404 permits
expire unless otherwise specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you maybe required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fill for this
project (now or in the future) exceeds one acre, or total fill to perennial streams equals or exceeds 150 linear
feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval
to be valid, you must follow the conditions listed in the attached certification, as well as the additional
conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 105 linear feet Unnamed tributary to Deep River located near Squire Manor Court in
the Squire Manor subdivision in Forsyth County, as depicted on the
site plan included with the application

IV?Dn?`hCarolina
?vaturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet htta://www.ncwatercuaiity.ora
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
-1
Mr. Timothy D. Terrell
Page 2, DWQ# 06-0926
July 24, 2006
2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North, Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class WS-IV waters as described in 15A NCAC 02B.0216 Fresh Surface Water
Quality Standards For Class WS-IV Waters. Such measures must equal or exceed the requirements
specified in the most recent version of the North Carolina Sediment and Erosion Control Manual.
These measures must be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor owned and leased borrow pits, which are associated with this project.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
project is completed or, if applicable, within six months of the date that the project is released by the
North Carolina Division of Land Resources.
4.. No waste, spoils, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
Where riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream of any crossing.
6. All construction activities associated with this project shall minimize built-upon surface area, direct
stormwater runoff away from surface waters, and incorporate best management practices to minimize
water quality impacts. If concrete is used with any fill material, it shall not be allowed to come in
contact with surface waters until it has cured. If any stormwater must be collected for discharge into a
stream channel, it shall not enter the stream as a point source, but shall be slowed and discharged as
sheet flow prior to entering the riparian buffer on either side of the stream.
7. The proposed project must comply with the local water supply ordinance approved by the N.C.
Environmental Management Commission (EMC) as required under the Randleman Lake Water Supply
Watershed: Protection and Maintenance of Riparian Areas (Randleman Buffer Rule) 15A NCAC 02B
.0250.
8. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been completed.
Mr. Timothy D. Terrell
Page 3, DWQ# 06-0926
July 24, 2006
This certificate should be returned to the Wetlands/401 Certification Unit of the NC Division of Water
Quality at the address listed on the form. Along with the Certificate of Completion, please send
photographs upstream and downstream of the culvert site to document correct installation.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4959 or Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
Sincerely,
Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc: Mr. John Thomas, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Winston-Salem Regional Office
Central Files
Wetlands/401 File Copy
Mr. Mark Taylor, EcoLogic Associates, P.C., 4321-A South Elm-Eugene Street, Greensboro, NC 27406
WSRO 401 GWQC Authorizations
Subject: WSRO 401 GWQC Authorizations
From: Daryl Lamb <[e-mail]>
Date: Fri, 28 Jul 2006 15:05:03 -0400
To: Ian McMillan <[e-mail]>
CC: Laurie J Dennison <[e-mail]>
Ian and Laurie,
The following 401 authorizations have been issued by WSRO:
06-0926: Squire Manor Subdivision - Phase H (Forsyth), issued 07/24/2006;
06-0965: Duke Energy - Goodwill Church Road (Forsyth), issued 07/17/2006;
06-0980: Northwest Elementary School - Sewer Line (Davidson), issued 07/26/2006;
06-1038: Robert Payne Farm Pond (Alamance), issued 07/17/2006..
Inspection reports entered into BIMS for the following ICs:
06-0848: Bowen Boulevard Realignment - City of Winston-Salem (Forsyth);
06-0868: West Clemmonsville Road Extension - City of Winston-Salem (Forsyth).
Daryl Lamb
NC DENR Winston-Salem Regional Office
Division of Water Quality
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
Daryl Lamb <Daryl.Lamb(a,NCmail.net>
WSRO
NC DENR
Content-Type: application/msword
1060926.doc,
Content-Encoding: base64
Content-Type: application/msword
060965.doc! i
Content-Encoding: base64
j Content-Type: application/msword
060980.doc;
Content-Encoding: base64
(061038.doc Content-Type: application/msword!?
1 of 2 7/28/2006 3:10 PM
Triage Check List
Date: 6/12/06 Project Name: Squire Manor Phase II
DWQ#: 06-0926
County: Forsyth
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 6/06/06 - 8/04/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you 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
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
ECOLOGIC
Engineering/Construction
4321-A S. Elm-Eugene St. • Greensboro, NC 27406
[phone] • Fax [phone]
www.ecologic-nc.com
June 5, 2006
2 rt
n:^
Laura Dennison 0 ^
NCDENR Division, of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
RE: NWP 39 Application - Squire Manor, Forsyth County, NC
--Owner: Mer-Alco & e"T rrellZnvestfinents, Inc.
Dear Laura:
Please find a check for $200.00 enclosed. I apologize for inadvertently leaving it out of the
previous submittal. If you have questions or need further information, please call our office at
[phone].
Sincerely,
q s i?
s?7i.r?5
Jill Reemsnyder la;x
Office Manager
S 2006
JUN
r..
Technology Serving Ecology
6r Printed on recycled paper.
ECOLOGIC
Engineering/Construction
May 3J, 2006
Cyndi Karoly, 401 Unit Supervisor
401/Wetlands Unit
NCDENR Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
4321-A S. Elm-Eugene St. - Greensboro, NC 27406
[phone] Fox 335-3141
www.ecologic-nc.com
20460 826
RE: NWP 39 Application - Squire Manor, Forsyth County, NC
Owner: Mer-Alco & Terrell Investments, Inc.
Dear Cyndi:
Please find attached a check for $200.00 along with five (5) copies of a pre-construction
notification (PCN) for Nationwide Permit 39 for the above referenced project. An agent
authorization letter and drawings of the proposed development including a vicinity map are
enclosed with the PCN.
The original PCN and enclosures have been mailed directly to John Thomas, PE of the USACE,
Raleigh Regulatory Field Office. If you have questions or need further information, please call
our office at [phone].
Sincerely,
EcoLogic Associates, P.C.
Mark A. Taylor, PE
Project Consultant
C: Timothy Terrell, Mer-Alco & Terrell Investments, Inc.
Harris Gupton, PE, Gupton & Associates, P.A.
John Thomas, PE USACE Raleigh Regulatory Field Office
Technology Serving Ecology
rn-i
URQ::?L90YER
JUN 2 2006
DEhR - WATER QUALITY
4*14*sI'gdfl ST("'±V „TER BW,,CH
1 0 Printed on recycled paper.
ECOLOGIC
Engineering/Construction
May 31, 2006
John Thomas, PE
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
4321-A S. Elm-Eugene St. --Greensboro, NC 27406
[phone] - Fox 335-3141
www.ecologic-nc.com
RE: NWP 39 Application - Squire Manor, Forsyth County, NC
Owner: Mer-Alco & Terrell Investments, Inc.
Dear John:
Enclosed you will find the pre-construction notification (PCN) for a Nationwide Permit (NWP)
39 for the referenced project for Mer-Alco & Terrell Investments, Inc.. An agent authorization
letter and drawings of the proposed development with a vicinity map are enclosed with the PCN.
If you have any questions or comments, please call us at [phone].
Sincerely,
EcoLogic Associates, P.C.

Mark A. Taylor, PE
Project Consultant
Enclosures: As described in narrative above
C: Timothy Terrell, Mer-Alco & Terrell Investments, Inc.
Harris Gupton, PE, Gupton & Associates, P.A.
/Cyndi Karoly, NCDENR Division of Water Quality
Zpp6
Ur1 ? ?? K
??ps QTR gZQ?.,,
Technology Serving Ecology
0 Printed on recycled paper.
-
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
kit any parnctuar item is not app??caole to tins project, please enter "Not Applicable" or "N/A".)
1. Processing

Check all of the approval(s) requested for this project:
® Section 404 Permit e
® Riparian or Watershed'$u`ffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: ?
II. Applicant Information
1. Owner/Applicant Information
??c?lV 2
Name: Mer-Alco & Terrell Investments Inc. 2006
Mailing Address: 1840 Eastchester Drive Suite 200
High Point, N.C. 27265 ?STn44'7'
Telephone Number: 336-812-9866 Fax Number: 336-812-9854
E-mail Address:
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: Mark Taylor
Company Affiliation: EcoLogic Associates, P.C.
Mailing Address: 4321-A S. Elm-Eugene St.
Greensboro NC 27406
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: markgecologic-nc.com
Updated l1/1/2005
Page 5 of 13
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 of project: Squire Manor Phase II
2. T.I.P. Project Number or State Project Number (NCDOT Only): N.A.
3. Property Identification Number (Tax PIN): N.A. (Lot & Block 5615C 008 and 5615 117D)
4. Location
County: Forsyth Nearest Town: Kemersville
Subdivision name (include phase/lot number): Squire Manor
Directions to site (include road numbers/names, landmarks, etc.): From I-40 at the
Guilford/Forsyth county line, go 1 mile west and exit onto NC 66 then head south. Go about
3.5 miles and turn left onto Payne Rd. Go 0.2 mile and turn left onto Squire Davis Rd. Site is
0.3 mile on left, iust past McNeill Rd.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.044575 ON 80.046598 °W
6. Property size (acres): 34.05 acres Phase 1 (25.78 acres) Phase 2 (8.27)
7. Name of nearest receiving body of water: Deep Creek
8. River Basin: Cape Fear
(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.nc.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: Before development, the site was a farm consisting of
mostly fields and pasture, with about 10.9 acres in woods in the northwest corner. There was
a farm house and barn in the middle of the site. The fields had not been cultivated in years
and were covered mostly with grasses and thick weeds. Phase 1 development is underway on
Updated 11/1/2005
Page 6 of 13
t r
the east side of the one jurisdictional channel. The access roads are paved and curb and
gutter has been installed up to and including the Phase 1 cul-de-sac. There are four (4)
completed houses and three (3) other homes that are substantially complete with sidewalks
being constructed as the houses are completed. The other building sites are still covered with
thick grassy weeds, except for where grading was done to construct the road and shoulders
10. Describe the overall project in detail, including the type of equipment to be used: A typical
residential subdivision requiring rough site grading and infrastructure. The only proposed
impact to Waters of the U.S. is a 36" RCP culvert for a road crossing of an unnamed tributary
to Deep Creek.
11. Explain the purpose of the proposed work: The proposed culvert will provide road access to
five (5) building lots in the western portion of the property, an area which is landlocked by
the creek and adia cent properties. Refer to the attached plan view.
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. A jurisdictional determination for this phase was made by the USACE
on November 10, 2004 (Action ID 200421387). A surface water origin determination was made
by NCDWQ on December 20, 2004 (DWQ Project # N/A). Copies are 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.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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
Updated 11/1/2005
Page 7 of 13
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.
1. Provide a written description of the proposed impacts: One typical 36" RCP culvert 105
feet long. Riprap channel lining shown on the plan at both ends for scour protection will
NOT be installed because the stream bed is solid bedrock The proposed impacts are to an
unnamed perennial tributary to Deep Creek. Refer to the attached plan view.
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
loo-year
(es/no) Flyes/no)n Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres) 0.0
3. List the total acreage (estimated) of all existing wetlands on the property: 0.0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
linear feet) Area of
Impact
(acres)
1 UT Deep Creek Culvert P 10-15 105 0.04

Total Stream Impact (by length and acreage) 105 0.04
Updated 11/1/2005
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres) 0.0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.04
Wetland Impact (acres): 0.0
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.04
Total Stream Impact (linear feet): 105
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size. of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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
Updated 11/1/2005
Page 9 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed impact was unavoidable due to the topographic isolation and lack of other-means
to access the western portion of the property. The impact was minimized by orienting the stream
crossing perpendicular to the channel.
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. -
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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
htti)://h2o.enr.state.nc.us/ncwetlands/strm.izide.html.
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.
None proposed. Proposed impacts are believed to result in minimal adverse effects to the
aquatic environment.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
Updated 11/1/2005
Page 10 of 13
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify: 15A NCAC 2B .0250 Randleman )? Yes ® No ?
2. If "yes", 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.
Updated 11/1/2005
Page 11 of 13
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 6,300 3 (2 for Catawba) N.A.
2 4,200 1.5 N.A.
Total 10,500 1.5 N.A.
cone i extends out ju reet perpendicular trom the top of the near bank of channel; Zone 2 extends an
- additional 20 feet from the edge of Zone I.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration/Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213 .0242 or.0244, or .0260.
No mitigation is required per 15A NCAC 2B 0250 (2)(e)(i) No practical alternative to the
proposed road crossing exists to access the western portion of the site in a manner which
would avoid or result in less adverse impact to surface waters
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Existing % impervious = 6.5% (2.23 impervious acres of 34.05 total site acres) (Phase 1)
Proposed % impervious = 17.4% (5.94 impervious acres of 34.05 total site acres) (Phases 1 & 2)
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.
Since there is no public sanitary sewer service available to this site sanitary sewer needs will be
provided by installing septic tank systems approved by the Forsyth County Health Department
These septic systems will be privately owned and maintained by the individual lot owners
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
Updated 11/1/2005
Page 12 of 13
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at,
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
?31OCv
Applicant/Agen s Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13
! 840 V;aSu es?V 9'.. , wile Zoo
Mer-Alco, Inc. &gk . Po,?a- r-40 VOZ&5
September 17, 2004
Andrea Wade
USACE- Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Reference: Authorized Agent for Jurisdictional Waters Issue
Squire Manor, Kernersville, North Carolina
Dear Andrea,
This Letter confirms that Ecologic Associates, P.C. is hereby authorized to
represent Mer-Alco, Inc. during site visits to determine, confirm, delineate or otherwise
assess the jurisdictional status and extent of streams, wetlands and other waters within the
boundary of the above referenced development in Kernersville, North Carolina.
This authorization will continue until revoked by me in writing.
Sincerely,

Timothy D. Terrell
President
cc: Gupton & Associates, P.A.
DWQ-Winston-Salem Office (Daryl Lamb)
Ecologic Associates, P.C.
Squire Manor File
,, .
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200421387 County: Forsyth
NOTIFICATION OF JURISDICTIONAL, DETERMINATION
Property Owner: Mer-Alco, Inc
Attn: Mr. Timothy D. Terrell
Mailing Address: 1840 Eastchester Drive Suite 200
High Point, NC 27265
Authorized Agent: Ecologic Engineering /Construction
Attn: Mr. Mark Taylor
Mailing Address: 4321-A Elm-Eugene Street
Greensboro, NC 27406
Property / Project Area Description:
Telephone No.:
Telephone No.: 336-335-1108
Size (acres): 25.784-acres Nearest Town: Kernersville
USGS Quad: Kernersville Site Coordinates: 36.0445749 ON 80.0465982 °W
River Basin: Cape Fear HUC: 03030003
Nearest Waterway: Deep Creek
Location (road name/number, intersection, etc.): The site is located north of the intersection of Squire Davis
Road and McNeill Road in Kernersville, Forsyth County, North Carolina.
Indicate Which of the Following Applv:
? Based on preliminary information, there may be waters of the U.S., to include wetlands, on the above described
property. We strongly suggest you have this property inspected to determine the exient of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
This preliminary determination is not an appealable action under the Regulatory Program Administrative
Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification.
X There are waters of the U.S., to include wetlands, on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? We strongly suggest you have the waters of the U.S., to include wetlands, on your property delineated.
Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this
wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant.
To be considered final, any delineation must be verified by the Corps.
? The waters of the U.S., to include wetlands, on your property have been delineated and the delineation has
been verified by the Corps.. We strongly suggest you have this delineation surveyed. Upon completion, this
survey should be reviewed and verified by the Corps.. Once verified, this survey will provide an accurate
depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.
Page 1 of 2
X The waters of the U.S., to include wetlands, have been delineated and surveyed and are accurately
depicted on the plat signed by the Corps Regulatory Official identified below on 11/10/04. Unless there is a
change in the law or our published regulations, this determination may be relied upon for a period not to exceed
five years from'the date of this notification.
? There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Basis of Jurisdictional Determination: The site contains stream channels that flow into Deep Creek, a tributary to
the Cape Fear River, a navigable water body.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Andrea Wade at
telephone [phone] x31.
Additional Remarks:
Corps Regulatory
Dater November 10, 2004

Expiration Date: November 10, 2009
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form(s) must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form
Page 2 of 2
Q? ?ATF pG . Michael F. Easley, Governor
? William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
5: (D.UJC
Alan W. Klimek, P.E. Director
`r Division of Water Quality
December 20, 2004
Re: Randleman Rule (15A NCAC 02B.0250) Surface Water and Stream Origin Determination
Squire Manor, Kernersville
Mr. Timothy D. Terrell
Mer-Alco, Inc.
1840 Eastchester Drive, Suite 200
High Point, NC 27265
Dear Mr. Terrell
On December 15, 2004, Mr. Daryl Lamb of the Winston-Salem Regional Office of the North Carolina Division
of Water Quality (NCDWQ) evaluated the drainage feature delineated on the attached map and determined by
observation and/or use of the current version of the NCDWQ Stream Classification Form that this feature does
possess sufficient riparian characteristics to be classified as surface water for the purpose of application of the
requirements of 15A NCAC 02B .0250, Randleman Lake Water Supply Watershed: Protection and
Maintenance of Riparian Areas. In addition, the surveyed point of origin depicted on the attached map is the
point at which the stream channel begins for the purpose of application of the riparian protection requirements
of 15A NCAC 02B.0250.
If you have any questions or require additional information concerning this determination, please telephone Mr.
Lamb in the NCDWQ Winston-Salem Regional Office at 336-771-4600, extension 293.
Sincerely,
Steve W. Tedder
Regional Supervisor
Division of Water Quality
SWT/cdl
Attachments
cc: Mark A. Taylor, EcoLogic, 4321-A S. Elm-Eugene Street, Greensboro, NC 27406
DWQ, Winston-Salem Regional Office
401/Wetlands Unit File Copy
Central Files
o Carolina
Ny`
Ntumlly
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet htto//:h2o.enr.state.nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
NCDWO Stream Classification Form
Project Name: 5'IK? /4pq1oT River Basin:eCA? County: ! <9/`5t,T?i. Evaluator.-)a!Itiv?
DWQ Project Ndfnber: Nearest Named Stream: Ao? QztZkLatitude: 3,6. Oyylo °/j Stgnature:l.?
Date: /??jr?aDd?f USGS QUAD:I?'C/7YrI'SV;?J(? Longitude: 8o, 0J164* 14 L catio irecti s: /?Br,? ?
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch then use of this fotd,i? ?blv 0
not mod fled natural stream,-t is je ?4TM
Also, if in the best professional judgeme1nt"of the evaluator, the feature is a man-made d4c_h and
Co?
rating system should not be used* =?(,cam C?lN9 ,y/n. rd
Primary Field Indicators: (Circle One Number Per Line) 6wd. 9L?`i$GL?G?.l9/1/*GL
1. Geomo holo Absent Weak Mod ?'e Strong
1) Is There A Riffle-Pool Sequence? 0 1 2 3
2) Is The USDA Texture In Streambed
n
5) Is There An Active (Or Relic)
9) Is A Continuous Bed & Bank Present? 0 1 2 U
(*NOTE: If Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 2" Order Or Greater Channel (As Indicated f-?
PRIMARYGEOMORPHOLOGYINDICATOR POI
iy
IT. Hydrology Absent Weak Moderate Stron¢
1) Is There A Groundwater /?
Rowf ischaree Present? 0 / 1 / 2 3
PRIMARY HYDROLOGY INDICATOR
3
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 P lJ 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS:-_ 3
IT. Hydroloe>_v Absent Weak -Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since 0 .5 1 ( ..5 )
Last Known Rain? (*NOTE: If Ditch Indicated In #9 Above Skip This Step And #5 Below*) ?--?
5) Is There Water In Channel During Dry .,JA C.. , t _? .5 t ?_ 1 f f 1.5
8) Are Wetland Plants In Strearnbed? 9AV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence Of All Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skip This Ste UNLESS SAV Presenr* .
SECONDARY BIOLOGY INDICATOR POINTS:
TOTAL POINTS (Primary + Secondary)=&&(IfGreater Than Or Equal To 19 Points The Stream Is At Least IntermiU6
Secondary Field indicators: (Circle One Number Per Line)

P re ial
S rin
egi
Pere nia
1.33'
545'03'00
i
/ 948.7
'V ; 764.58' Tt)TI V!
946.1
947.2
945.6 X
X
Begi
ntermi
? ex?f-'?Do?n/
O c oal a? /cSSi?9399.4 .4 c, ©s'), 8 ,
&, 941.0
?y\ X ((!/) 941 7
? 940.8 /VGk7{,1
,y0 41
X /o?./j2c7
943.6
948.1
.6
1
NOW OR FORMERLY
TAR-t:: 116G BLOCK 5615
JAMES BRIAN PRICE
ARA NICKOLE PRICE
D.B. 590
ti
N R F MERLY
L'T 1? 5, BL
'IN D. AMPB L AND 9 6
J W6G LL
332
D i
4
953.3
X
LY 955.4
G, L 561 X
I IONRY
WIEE
R H, T ST0

7.4
X
951.2
INFRASTRUCTURE
Water: x Pubtic Private
Sewer: Public x Private
Streets: x Public Private
STREAM CENTERLINE DATA
LINE DIRECTION DISTANCE
SB1 S02'08'59"E 63.35'
SB2 S49'46'20"E 36.68' -
S63 S09'16'13"E 15.25'
S84 S54'21 51 W 65.63
S85 S1 7'07'57"E 91.07'
SB6 S27'32'30"W 51.02'
SB7 S1 8'40'54"E 29.39'
SB8 S71'38'44"E 91.63'
S89 S62'54'20"E 139.20'
S810 N75'22'01"E 49.96'
SECTION 404 JURISDICTION CERTIFICATION
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY
OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED
BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS
DELINEATION MANU
NAME: ?^ ?`----? ?-
TITLE:
DATE: V__? & a-, rYL4zA_ v `-I ',;),OO `T
AID: D,o(7 LfrD t ?JS-7
JURISDICTIONAL WATERS
DELINEATION PLAN
'0' KERNERSVILLE, N.C.
OWNER-DEVELOPER
TERRELL INVESTMENTS, INC.
reek 1840 EASTCHESTER DRIVE, SUITE 200 O
HIGH POINT, N.C. 27265 336-812-9866
GUPTON & ASSOCIATES P.A.
ENGINEERS-PLANNERS-SURVEYORS
2200 SILAS CREEK PKWY. - SUITE 28
WINSTON-SALEM, N.C. 27103 336-723-2459
9 .3
X O
Y Q\ -Q
949.1
NOW 0 ERLY
s5o.s 0 "fAX LO ,9 ,100,1 1,
X
14A,1 1
?- L CK 56 949.2
'O' LI CO0 BO AN D
/ 9;?DAVI ALLEN R
D. B. 2 3, PG. JT
ZO D RS-
955.8 952.7
952.7
955.2
X
957.3
6V
1 /0
961.4

5
956.5 G1 ?pt?0
?O
X
959.3
957.1
954.9
X
949.0
X
.moo ti•
E L
360
. ... ' .. ? Q OM
S B. Gv
It, . - r
Office Use Only: Form Version March 05
? 0 0 rp g 2 6
USACE Action ID No. DWQ No.
kii ally pal u%,u?ai ucui lb uut appucame to tors project, please enter "Not Applicable" or "N/A,'J
1. Processing .,
1. Check all of the approval(s) requested for this project:
® Section 404 Permit Q Riparian or Watershed Buffer Rules
F-1 Section 10 Permit Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: ?
II. Applicant Information D
1. Owner/Applicant Information R
Name: Mer-Alco & Terrell Investments Inc. JUN 2 2006
Mailing Address: 1840 Eastchester Drive Suite 200
High Point, N.C. 27265 4'roETLANDeAPDST(-PVV&rG rpAwti
Telephone Number: 336-812-9866 Fax Number: 336-812-9854
E-mail Address:
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: Mark Taylor
Company Affiliation: EcoLoaic Associates, P.C.
Mailing Address: 4321-A S. Elm-Eugene St.
Greensboro, NC 27406
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: markna,ecolo.gic-nc.com
Updated 11/1/2005
Page 5 of 13
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 of project: Squire Manor Phase II
2. T.I.P. Project Number or State Project Number (NCDOT Only): N.A.
3. Property Identification Number (Tax PIN): N.A. (Lot & Block 5615C 008 and 5615 117D)
4. Location
County: Forsyth Nearest Town: Kernersville
Subdivision name (include phase/lot number): Squire Manor
Directions to site (include road numbers/names, landmarks, etc.): From I-40 at the
Guilford/Forsyth county line, go 1 mile west and exit onto NC 66 then head south Go about
3.5 miles and turn left onto Payne Rd. Go 0.2 mile and turn left onto Squire Davis Rd Site is
0.3 mile on left, iust past McNeill Rd.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.044575 °N 80.046598 °W
6. Property size (acres): 34.05 acres Phase 1 (25.78 acres) Phase 2 (8.27
7. Name of nearest receiving body of water: Deep 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 http://h2o.enr.state.nc.us/admin/mays/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Before development, the site was a farm consisting of
mostly fields and pasture, with about 10.9 acres in woods in the northwest corner. There was
a farm house and barn in the middle of the site. The fields had not been cultivated in years
and were covered mostly with grasses and thick weeds. Phase 1 development is underway on
Updated 11/1/2005
Page 6 of 13
the east side of the one jurisdictional channel. The access roads are paved and curb and
gutter has been installed up to and including the Phase 1 cul-de-sac There are four (4)
completed houses and three (3) other homes that are substantial) complete with sidewalks
being constructed as the houses are completed. The other building sites are still covered with
thick grassy weeds, except for where grading was done to construct the road and shoulders
10. Describe the overall project in detail, including the type of equipment to be used: A typical
residential subdivision requiring rough site grading and infrastructure The only proposed
impact to Waters of the U.S. is a 36" RCP culvert for a road crossing of an unnamed tributary
to Deep Creek.
11. Explain the purpose of the proposed work: The proposed culvert will provide road access to
five (5) building lots in the western portion of the property, an area which is landlocked by
the creek and adiacent properties. Refer to the attached plan view.
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. A iurisdictional determination for this phase was made by the USACE
on November 10, 2004 (Action ID 200421387). A surface water origin determination was made
by NCDWQ on December 20, 2004 (DWQ Project # N/A) Copies are 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.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation, should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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
Updated I t/l/2005
Page 7 of 13
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.
1. Provide a written description of the proposed impacts: One typical 36" RCP culvert 105
feet long. Riprap channel lining shown on the plan at both ends for scour protection will
NOT be installed because the stream bed is solid bedrock. The proposed impacts are to an
unnamed perennial tributary to Deep Creek. Refer to the attached plan view.
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres) 0.0
3. List the total acreage (estimated) of all existing wetlands on the property: 0.0
4. Individually list all intermittent and perennial stream impacts: Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number

(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width

Before Impact Impact
Len-th
C,
(linear feet) Area of
Impact

acres
1 UT Deep Creek Culvert P 10-15 105 0.04

Total Stream Impact (by length and acreage) 105 0.04
Updated 11/1/2005
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
impact
(acres)

Total Open Water Impact (acres) 0.0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.04
Wetland Impact (acres): 0.0
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.04
Total Stream Impact (linear feet): 105
Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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
Updated 11/1/2005
Page 9 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed impact was unavoidable due to the topographic isolation and lack of other means
to access the western portion of the property. The impact was minimized by orienting the stream
crossing perpendicular to the channel.
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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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/strm,Li,,ide.html.
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.
None proposed. Proposed impacts are believed to result in minimal adverse effects to the
aquatic environment.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
Updated i l/l/2005
Page 10 of 13
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/M/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. 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 ?
3. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify: 15A NCAC 213 .0250 Randleman )? Yes ® No ?
2. If "yes", 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.
Updated 11/1/2005
Page 11 of 13
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 6,300 3 (2 for Catawba) N.A.
2 4,200 1.5 N.A.
Total 10,500 1.5 N.A.
* Zone t extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration/Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
No mitigation is required per 15A NCAC 2B .0250 (2)(e)(i)No practical alternative to the
proposed road crossing exists to access the western portion of the site in a manner which
would avoid or result in less adverse impact to surface waters
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Existing % impervious = 6.5% (2.23 impervious acres of 34.05 total site acres) (Phase 1)
Proposed % impervious = 17.4% (5.94 impervious acres of 34.05 total site acres) (Phases 1 & 2)
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.
Since there is no public sanitary sewer service available to this site sanitary sewer needs will be
provided by installing septic tank systems approved by the Forsyth County Health Department
These septic systems will be privately owned and maintained by the individual lot owners
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
Updated 11/1/2005
Page 12 of 13
l C'
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
1513(
Applicant/Agen s Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13
840 V;98fcWVfJZr 'p,-. , wide 10,0
Mer-Alco, Inc. Pomp F-40 z?a?5
September 17, 2004
Andrea Wade
USACE- Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Reference: Authorized Agent for Jurisdictional Waters Issue
. Squire Manor, Kernersville, North Carolina
Dear Andrea,
This Letter confirms that Ecologic Associates, P.C. is hereby authorized to
represent Mer-Alco, Inc. during site visits to determine, confirm, delineate or otherwise
assess the jurisdictional status and extent of streams, wetlands and other waters within the
boundary of the above referenced development in Kernersville, North Carolina.
This authorization will continue until revoked by me in writing.
Sincerely,
?v
Timothy D. Terrell
President
cc: Gupton & Associates, P.A.
DWQ-Winston-Salem Office (Daryl Lamb)
Ecologic Associates, P.C.
Squire Manor File
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200421387 County: Forsyth
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Mer-Alco, Inc
Attn: Mr. Timothy D. Terrell
Mailing Address: 1840 Eastchester Drive Suite 200
High Point, NC 27265
Authorized Agent: Ecologic Engineering /Construction
Attn: Mr. Mark Taylor
Mailing Address: 4321-A Elm-Eugene Street
Greensboro, NC 27406
Propertv / Proiect Area Description:
Telephone No.:
Telephone No.: 336-335-1108
Size (acres): 25.784-acres Nearest Town: Kernersville
USGS Quad: Kernersville Site Coordinates: 36.0445749 ON 80.0465982 °W
River Basin: Cape Fear HUC: 03030003
Nearest Waterway: Deep Creek
Location (road name/number, intersection, etc.): The site is located north of the intersection of Squire Davis
Road and McNeill Road in Kernersville, Forsyth County, North Carolina.
Indicate Which of the Following Apply:
? Based on preliminary information, there may be waters of the U.S., to include wetlands,, on the above described
property. We strongly suggest you have this property inspected to determine the extent of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
This preliminary determination is not an appealable action under the Regulatory Program Administrative
Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification.
X There are waters of the U.S., to include wetlands, on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? We strongly suggest you have the waters of the U.S., to include wetlands, on your property delineated.
Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this
wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant.
To be considered final, any delineation must be verified by the Corps.
? The waters of the U.S., to include wetlands, on your property have been delineated and the delineation has
been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this
survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate
depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.
Page 1 of 2
K The waters of the U.S., to include wetlands, have been delineated and surveyed and are accurately
depicted on the plat signed by the Corps Regulatory Official identified below on 11/10/04. Unless there is a
change in the law or our published regulations, this determination may be relied upon for a period not to exceed
five years from the date of this notification.
? There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Basis of Jurisdictional Determination: The site contains stream channels that flow into Deep Creek, a tributary to
the Cape Fear River, a navigable water body.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Andrea Wade at
telephone [phone] x31.
Additional Remarks:
Corps Regulatory Official AQ
Date: November 10, 2004 Expiration Date: November 10, 2009
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form(s) must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form
Page 2 of 2
K. ?QFrW'4rF9Q Michael F. Easley, Governor
i?0 61 William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O tom-' Alan W. Klimek, P.E. Director
T Division of Water Quality
December 20, 2004
Re: Randleman Rule (15A NCAC 02B.0250) Surface Water and Stream Origin Determination
Squire Manor, Kernersville
Mr. Timothy D. Terrell
Mer-Alco, Inc.
1840 Eastchester Drive, Suite 200
High Point, NC 27265
Dear Mr. Terrell
On December 15, 2004, Mr. Daryl Lamb of the Winston-Salem Regional Office of the North Carolina Division
of Water Quality (NCDWQ) evaluated the drainage feature delineated on the attached map and determined by
observation and/or use of the current version of the NCDWQ Stream Classification Form that this feature does
possess sufficient riparian characteristics to be classified as surface water for the purpose of application of the
requirements of 15A NCAC 02B .0250, Randleman Lake Water Supply Watershed: Protection and
Maintenance of Riparian Areas. In addition, the surveyed point of origin depicted on the attached map is the
point at which the stream channel begins for the purpose of application of the riparian protection requirements
of 15A NCAC 02B .0250.
If you have any questions or require additional information concerning this determination, please telephone Mr.
Lamb in the NCDWQ Winston-Salem Regional Office at 336-771-4600, extension 293.
Sincerely,
Steve W. Tedder
Regional Supervisor
Division of Water Quality
SWT/cdl
Attachments
cc: Mark A. Taylor, EcoLogic, 4321-A S. Elm-Eugene Street, Greensboro, NC 27406
DWQ, Winston-Salem Regional Office
401/Wetlands Unit File Copy
Central Files
No'` Carolina
Naturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet httolhh2o.enr.state. nc.uslncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper
NCDWQ Stream Classification Form
Project Name: ' / fo!' River Basin: Cap 0- Ae dJ'' County: P_; s,? Evaluator:-)a?l I.v?
DWQ Project Nt}frlber: N/R Nearest Named Stream:. ? QZnkLatitude: J,6. OX/y4p'At Signature:r,2
Date: /?js aptly USGS QUAD:&fWej-5y;`JC, Longitude: $o, QJJ,6z4* 14 ,L!? catio irecti of
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch then use of this fotrrfl,61 0
Also, if in the best professional judgement o,f, the evaluator, the feature is a man-made d' ch and not mod fled natural stream-4 sg[?t/;e
rating system should not be used* _ ea 611 43 ?? '' C7/V--" S
Primary Field Indicators: (Circle One Number Per Line) ?K 0 ,-(!
1. Geomo holo v Absent Weak Mod a Stron I
1) Is There A Riffle-Pool Sequence? 0 1 2 3
2) Is The USDA Texture In Streambed ^
5) Is There An Active (Or Relic)
9) Is A Continuous Bed & Bank Present? 0 1 2 U
(!NOTE: If Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 2n° Order Or Greater Channel (As Indicated
PRIMARY GEOMORPHOLOGY INDICATOR POINTS:
II Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater /?
Ftnwfr)ischar¢e Present? 0 ( 1/ 2 3
PRIMARY HYDROLOGY INDICATOR POINTS.
PRIMARY BIOLOGY INDICATOR POINTS:
Secondary Field Indicators: (Circle One Number Per Line)
3
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 P 11 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 3
rI Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter O\
4) Is Water In Channel And >48 Hrs. Since 0 .5 1 rL5 )
Last Known Rainy (*NOTE: If Ditch Indicated In #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry I A e , .[.0 d , , t _, .5 r ._ _ _,L , 1 . ,61 1.5
-6-
8) Are Wetland Plants In Strearnbed? STAV Mostly OBL Mostly FACW Mostly FAC' Mostly FACU Mostly UPL
(* NOTE: If Total Absence Of All Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Ski This Step UNLESS SAV Present*-).
SECONDARY BIOLOGY INDICATOR POINTS: D
TOTAL POINTS (Primary + Secondary)=42&(IfGreater Than Or Equal To 19 Points The Stream Is At Least Intermitti

13?'
,70

948 .1
/ '9?7.6
P re ial
S rir
egi
Pere nia
N R- F RMERLY
L T 5, BL
&./A L AND 6
LL 9
3332
i
1.33'
946.1
947.2
945.6 x
x
Begi

i
nterm
!'y e??Do?n/
O c /onl 9? /v`'/vGi2C (s? ,
939.4
x 941.0 x
941
7
940.8 .
1 fC 4J
?O X

\y? ?O, X 943.6
NOW OR FORMERLY
TA 116G BLOCK 5615
JAMES BRIAN PRICE
ARA NICKOLE PRICE
n B. _ Z pr 590
ti
53.4-
953.3
x

? W OR R LY 'o, 955.4
LOT 117G, L 561 x
H LC EST I IONARY
TI C 20 H, T ST
ZO D ?
948.7
5'03'00" 764.58' x
4?
/ OF,
7.4
X
951.2
INFRASTRUCTURE
Water: x Public Private
Sewer: Public x Private
Streets: x Public Private
STREAM CENTERLINE DATA
LINE DIRECTION DISTANCE
SB1 S02'08'59"E 63.35'
S82 S49'46' 20"E 36.68'
SB3 S09'16'13"E 15.25'
SB4 S54'21 51 W 65.63
S85 S17'07'57"E 91.07'
S86 S27'32'30"W 51.02'
S87 S18'40'54"E 29.39'
S68 S71'38'44"E 91.63'
S89 S62'54'20"E 139.20'
SB10 N75'22'01 "E 49.96'
SECTION 404 JURISDICTION CERTIFICATION
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY
OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED
BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS
DELINEATION MANU
NAME: C?--
TITLE: 2
DATE: 04 Q- 14ZI `-I. 1 oo 4
AID: Do (? -t D ( --7?) S
JURISDICTIONAL WATERS
DELINEATION PLAN
'0' KERNERSVILLE, N.C.
OWNER-DEVELOPER
TERRELL INVESTMENTS, INC.
reek 1840 EASTCHESTER DRIVE, SUITE 200 O
HIGH POINT, N.C. 27265 336-812-9866
GUPTON & ASSOCIATES P.A.
ENGINEERS-PLANNERS-SURVEYORS
2200 SILAS CREEK PKWY. - SUITE 28
WINSTON-SALEM, N.C. 27103 336-723-2459

950.9
x
955.2
X
-p
?. ? 9 .3 O
X Q
19?
949.1
NOW 0 ERLY
9? "fAX LO ,9 ,100,1 1,
X
14A,11
?. L CK 56 949.2
LI C00 BO AND
DAVI ALLEN R
D.B. 2 3, PG.1.
ZO D RS-
955.8 952.7
952.7
el
956.5 G1 ?oi?e
X
957.3

961.4
G

- 957,1

x
959.3
954.9
X
.1,"
C ,
,moo ti?
E L
360
,9 IN 0
???5 • B..GVQ?
ll?
949.0
X
I
V yJy.4 SITE' i
~`x' 4'0 I
I. oT 5 BLK 6 ti ~ ~a o ~ ~ dP
5713 LOT 257 C NTE 949.2
T 256 BLK ~~1f3 TAX R ll LOT P.B. LOC 71 257 4, 15 6 P~ 0 ~
SE 2
`ti O R QJ I 5
p~ S ~ LO L
J~ T 25 2 1 L ~ it/4' IRO ~ E K 71 ~ 2 i
~ D BLk~ 57 L L 263 PAYNE ROAD
GP ,~\p .F 2 263 ~G `U ti BLK 713 ~Q9 0 17 S830 '13° BLK 713 953.4 i
l~ 2 h 10 E r2 =
>x 4 ~ ~ ~ o uriLi 7 I
p~ EA EN 02,89' 78, 1 T ~ I N
IRDN MPE ~ , ND(BENT) ~
~ I
.rnti~P 52,068. 3 FT. 1.19 ,~R- ~ W- E I
o , o' WELBORN ROAD S
h 0~'ti ~ •n sr 9,.0 R TC ASINS 94
46 4 .1 6 < ~ ~ ~ ~ ~ h~ o ~ 2 SQ F. ~ V
GS 1.056 A R NO OR FO ERLY 1/2' IRON PWE {J S T LOT 09, BLOCK 5 5C 9 ~
Fa~ND ~ a ~o M R A! ,O EMOVE G P MEN N LOCATO - I N MAP NOT TO SCALE
'o N ~p 24 PG3867 ~i W .ONE : RS-20 SI WALK AN CUR ND G TTER
~ N - A DE GATED IGHT WAY REM IN
f~ ~ ~ ~ tis ~ CHANG
o o`I'. ~
>zs ~ ~ ~ ~ Block 56150 Fors th C FIRE YDRA 0 RE y ounty, N.C. LO ED
1 /2' IRINJ PIPE I ~ ~ FbUNO ~ Tax Lots 007, 008
~.1~~" 7
S MEN ~ ~ ~ Il.~ EA o p ~ UT ~o, 955.4 - B'~ock 5615 Fors th Count N.C. SQUIR MANOR ~ y~
PLAT 4 Pcrt of Tax Lot 117 9 Pg. 0
- ~ IRDN PIPE 61 50 .860 ,ao~ " DR 0 I i
ouND Q. FT.
AC S ~ +O(1 _ zoIVING
b~ p`L su' I
~ Existing ZoninS, RS-20 0
Rs, ~ PR PO ED DI WATE Type of Reviev~ 12e uested~ I q PRELIMINARY I
I ~ S8T36'4 \ A9 J cE uL-DE- SUBDIVISION APPROVAL AND PLANNING BOARD
'cP 349.01' Q ~ • rt ~ ~ ~ R i_ _VI EW. I I -
~ n \ ~ Ns~. ; ~
N .y~ 9S ~ 1g a ~ 64 , 33.E ~ 'a3.. ' u,e, Rezonin , Plannin Board R ~ I X y, 9 g evlew,
~h ~ Y . 66 ~ '~a0 0 ao ~ , Preliminar Sua ~ ~ o y dfvislon Approval, etcJ
y~ ~ C CRETE AION. L,. ~ ~Q 3~•. ~qT ~ ~p Fo D O C FR ~pFR
~ ~pG 0G0 40,89 68 S FT. F q ~ SITE SIZE AND COVE
~°~^,`~0 fag 0.938 ORES s ~ RAGES FM a
pQ- ,~,5~ y "YN Sri F.% G RE ~ FNT Total Acreages 8.273 ACRES
~ Q°'0 a~ - Total Lots 6 r
~ ~~~~h 4 ~ 1 '~~P . 0 ~r~ 1 ~ 0 ~c ~ gyp, R DenSity~ 1 Lot 1,378 Acres
0 p~ ~ ~ ~ ~ Tj N Minimum Lot Size rirater than ?_0 000 S Ft
ti ~ ti~ ~j j n I 3x Q
60, 32, 4 SQ. FT. pqr. /q CONCRETE ~DN. 1,380 CRES oo Total Open Space: _ .936 ACRES = 11.31 ~s MF J
ho Fa,ND ~ 'S NT ~ Max. B 4 ' ~ Id Hght: 0
-l ~ cu"~~ ~ S ~ ~4, 0v ~ S~ h ~ ~ 00 4 a
1 ~ SG~i~ TYPES: P +oo O~ ACOLET-CECIL, MADISON-PACOLET
ti tiN ti ~ •~~.X~ `jSe `~a Z _
p~~ R F~ sp. 6`• F ~P~ P~ ~ i ~o~ ~ ~ INFRASTRUCTURE
~P G ~ ~ 75,396.742 SQ. ~ _
ti• p ~o 1.730 A , . _ ~ o~ p p~' (,Kt S ~ 943 Watery x 942,, Public _ Private
ti o- 940, 7 i ~ 94 I ~ ~l E rl~,~~ ~
T •'y ~ ~ , Ic _ i r ivat~ ,jC ' Il C- i
J ~ ~ f0~' NOW OR FOR ~ -t REMAINDER PA T OF ~ 5~ Y ~ FORMERLY ~ I
G ~~~~pG ( ~ AX LOT 117D B uNwwREn PaNT TAX LOT 116G, BLOCK OCK 5615 ~ l ; WATERS~IE , CAL~ULATI(~NS T 116G, BLOCK 5615 ~ ^ -
AU R p• ~ 'o. JAMES BRIAN PRICE AP a ~U,,~~, ~-t P S, BEY E. WAR EN AND 945 1 ~ NICKOLE PRICE BRIAN PRICE ANp j I OAK HOl_L_OW LAKE WS-Ill ICKOLE PRICE I
930 - ~ _ ~ ~~u. (BEN() LILLIAN N. WA RE.N 1/2' I PIPE (j a, ~ r~ 0.6' OFF LINE ~ ~`NElY RcBAR . ~ F p r D.B, 21'f~.5~_ I 9~ig ~ i I
1' ~ !i per D.B. 1797 ps,,~ 1916 - ~ ~ - < ZONED RS-2D 3 ~ -F 10 DRS - 20 T~~,, Total Site Acreage 360 372 S , Ft. RS-2D d
I ~ 1, Vacant Land Area 36U .i 72 , Ft.
p~ jj ~L 1' IRON PIPE 1' FDUND Total Maximu m Coverage $6 489 5~. Ft.
~D. Proposed Built Upon:
SO•. 6 0"
2:1 R MNN ~ . ~ ~ ~F a Street 14549 S . Ft.
SL PE h ~P~' ~ C'A ~ 9" RIP RAP ALONG G~~~ i~/a' woN PIPE ~ S ~ ~ Sidewalk 4195 S , Ft. ~ ,
EMBANKMENTS ~ ~ FouND ~0~^J 9 1rs •F`~ 6 Lots ©6,500 s,f. 39 000 S , Ft.
9 ~ G ~ ,ry o ~ ~ 20 e- ~p ~ A SF F I Total Proposed Built Upon 57 744 S . Ft. I _
~ ~ rq~' 9 SS 0~ ~ cN ~'Lj, I
EXISTING STREAM BED IS ~ G ROCK AND BANKS ARE p~,~ ~0 rn v AREA SUMMARY g 0
PRIMARYLY ROCK LINED, ~ ~0 ~~i ~ J _ lip G~ ~ ~ Lots 7.854 ACRES 95%
s" RIP RAP ALONG ~P p~`p NOW OR FOF MERLY EMBANKMENTS G~ TAX ~ ~ Street and Sidewalk; .419 ACRES 5% O
,y0 LOT 205 BLOCK 5615 TOTAL AREA 8.273 ACRES 100.00 ~
KEVIN D. CA PBELL ND I ~ TOTAL DISTURBED AREA: 4.60 ACRES
45,1 ANNE R. C PBELL
D,B. 2263 33 910 ~/r IRON ZONE
FouNO(eENq EXISTING STREAM BED IS 1 5. ' CONCRETE MON BENT g50
ROCK AND BANKS ARE PRIMARYLY ROCK LINED.
i ~`(i
150.0' ````P
Vv ~ 0+00 1 +00 ra a~
„~G r , uv~r~ io role
LEGEND
PROPERTY LINE J I
BUILDING FOOTPRINT
RIGHT OF' WAY LINE 10' ,
LINE FROM DEED OR PLAT CURVE TABLE So' R/VJ 10 UTILITY G .
------PwR~----- OVERHEAD POWER LINE CURVE LENGTH RADIUS cASfME"T f~sE tt G AP C S C A
11.5' 27' B-B STANDARD CURB fNT 11.5' 60 0 EIP EXISTING IRON PIN C1 52.36 50,00 0 30 SCALE: 30 60 120 240
® NIP NEW IRON PIN C2 _ 129.64 50.00 5 C/L 5' o° , 1 " = 60' -
C3 3,39 50.00 12° ry' 0 NPS NO POINT SET
2v PP POWER POLE C4 113,49 450.00 1/2"/~r, 4~ " 1 2" ~r.
HYD HYDRAN+r C5 215.50 450.00 ry• ~ ( IN FEET ) y
E 8" A.B.C. ~ ~ TB TRAFFIC SIGN BOX C6 47,82 450,00 a" coNC, sI 1 inch = 60 ft, OWNER-DEVELOPER REVISIONS: SHEET N ,
DEWALK ~ 3" Min, 4„ C7 15.95 50.00 oN GRADE Under Curb CONC. SIDEWALK TERRELL INVESTMENTS INC.
0 TV CABLE TV PED. ON GRADE C8 42.57 50.00 NCDOT STANDARD 1840 EA STCHESTER DRIVE, SUITE 200
Gl TELE TELEPHONE PED. CROSS SECTION ~ rERRAIN MAX, SLOPE CA OF 1 p HIGH POINT, N.C. 27265 336-812-9866
LP LIGHT POLE C9 38.30 50.00 DI WATER LOCAL RESIDENTIAL ROAD ~yfL 2a Q-, MESS! ,C, - i
1 n 1(17 n 1 ~n nn 2T B-B NCDOT STANDARD CURB ROLLING 21 rn1 nnr arrmnn ~rnmrm h ~ it ' it /7 A I I flT /1 A ~ n ~ r~.~. ~ .
k~Jj nin rrtitr,tc mc.iC,ic " . HILLY 1/2:1
C11 58.35 50.00 TYPICAL SECTION ® CO SEWER CLEAN-OUT - N.T.S. E ENGINEERS-P CANNERS-SURVEYORS
C12 247.03 400.00 YI YARD INLET 360 2200 SILAS CREEK PKWY, - SUITE 26
C13 34.05 400.00 WINSTON-SALEM N.
CB CATCH BASIN 9 41 ~ C. 27103 336-723-2459 ,p I N R/S ~P DRAWN BY: SPH SURVEYED BY; JSG
B. G PROJECT NO.
DESIGNED BY: HBG DATE;
JAN. 31200 -OC 6 12084 APPROVED BY: HBG ~
I I

yJy.~~ ;~`7~ ~ ~ ~ ' ~
.OT 56 ~ J { + r SIT
BLK: 57j ~ T ~ ~ ~ } ~ ~ 3 ~0; 257 1 ~ ! ~
T x256 T C LATER O !E ~ °q r ti ~ o a
;AX LUT OC 7t r 257 P.B. ~ ~ ~ ; 4, 15 ~ ~ ~ t I , ~ ~ , ~ X49.2
ti + SE 2 ~ ~6 ~~5
o~ 0 R S aP
0J ' LOT ~ ~ „~4. ~ ~ 25 L 2 1 S
P~ \~C~ i y r K 7 L T 2 ~a
Cs~ ti~ ~ r ~ ~ 1 B1 J ~
ti C. 57 L 2 Q • ~ . ~ T 2 63 oy S8,3 ~ ~ BLK L 2s~ BLK 713 C P
h ' ~ 0~' 13 F 71. o ' 5~ 4 AYNE ROAD -T2
~ ~ ? 0 OTt ~ ~ ~ , .1 ~ ~ I ~ ~ ~ E,h'• 02.89' 7j8. 1 r ~
ROIV ?IPF ~ Y i ~ ` ~ i, ' ~ -C
~ I <F, f rn m ~
~~P~ 52,068. '3 , ,~o 1
h. 1. ~ 9~, CRS 1
xo h~ ~ 9q ~ a > ~ o, ~ry 'A , a~. ~ . r.
h o ,c ~ ~ ~ . W E b
~ 46, 42. 6 ~ G. > SQ - ~ . - T, c,~0 ~ WELBORN ROAD S - TC ASINS
~aai wv~ ' u i ' ~ 056 A R S No eR Fo ERLY f ~ i ~ 948, m V
~ 1. LOT 09, BLOCK 5 5C •oN ~ I~R 0 5c EMOV
.h ~ 24 PG3867 E G P MEN ~ i 9 SI WALK AN CUR Np ~ L
~ ti~ ~ W .ONE . RS-20 c ~ 0~ O G TTER m OCATlON MAP -NOT TO SCALE
h~ ~ tis i~ * °j T DE CATED IGHT WAY ~ N ! - REM iN R
o. 0. A5 os,, Q ~f. CNANG~ u ,
l o '2'~vraE ' ~ i
~ t ~ FIR DRA~ ~ ( O RELO ~ ED ~ ! Bock 56 15C
6 1 ~ ~ " I' ~ 0 0 S MAN t k,,r . , Forsyth Count N. k r , T y, C. g ~ ax Eots 007, 008
~ ~ t~ ~ ° o• 955. ~ Tlt. ~ 4 L ~ U 1 G
i ~ f s~~~R MANOR ~ 5 Fors Bfoc~ 561 PCt1T 49 P . p . 1 yth Count , N.C.
~ .y o ~ ,61,50 .860 ';Q, 4 9 Y R o c ~"1 Part of Tax Lot 117
h ~ t ti ~~~o~ 2 ~ ° 1.4 1 AC's ~ t ~ ~ Oj ~ A~. S ~ 3+sa ~ --~*'auoo Q I
~ ~ s. l , ~ E ~ ~
~ sly 1 l f ~ 1~
~ ~ ; ~ so.~s , ; I i zow~vG
\ ~ i ~ ~ PR PO ED •I~ I Di J4ATE, F A S87'36'4~'W ~ r tX!S~In Z n ~ 0 g ornng' K~-2u
9 1 ~ I ~ T e of R C YP eview Requested
•~i. 349.01' ' i J ~ ~-DE- f. 95 ~ ~ 5 ~ PRELIMINARY ~ ~ r, i r SUBDIVISION APPROVAL AN
~ ~ `s' F Ns . D PLANNING BOARD I
~~`7 S, , t J Ns,. ! ''r RE',t;EW. i 1,
-l fl~'~~~ f ~ Q 66;..C ~ . ~0 . , ~ I ~ 00 ~ Cl,e, Rezonln , Plannin
~ gti~,'v~ O C~ 1y ~ ~ 9 g Board Revi e w,
~~~h F,~~ C,89 . 68 S r.. I. r. R FO g': o`~~~ 0.938 CRES ~~rFR ~ Prellr~lnar Stabdivisi ~ ~ Y on Approval, etcJ ~Y ~ ~
I ~ ~S I
~p 1~ Q ~ . R ~ ~ ~ F~ Ii & SITE S o F t ~ IZE AND CO N VERAGES
o ~ ~ r ~ ;I! ~ I a~' ~ ( Tota! Acrea e~ 8.27
ti° , , , ~ g 3 ACRES r , ~ ~ ( ~ Total Lots; 6 '
• ~ I , Dens, ~y. 1 Lot ~
~ 6;~, 32. 4 t4 T ~ ~ 1. ~ ~ ~ ~ , 378 Acres C/ " 1, r t Mi i I
.~h S~. ~f. ,7//~~ ~ ^~HCRElf Nqq. f N . 1 80 CRES Qr~ , .mum Lot Size greater than 20 ' ~ ~ ~ ' ~ ~ ,000 S F r
0\c'~ i ~ M oo ;Q , T } S 'f~ e~„I Olen Spcce. .936 a = , ,
~ I , ~ , ~ ~ ~ e v -~I , ,CRES r ~ f c.3~~ s ~ ; ~ ~ I
F° ~ ~A ( ~ > Q , I , • Max. ald _ s;s~-,~ I ynt: 40 ,
~ C~~~_, C~C~~ n. ~ , P~ ( 1 , MA~,SON-PA,,OLET ~ ~ ,
~1 . ~ (.nit I - - - - T~'r ,~-r
o~ o ~ 75,396.742 S~~. ~ ti •>c, 1.730 ACRES ,~o ~ 943 ~ -
~h 94Q.7 9a ~ .2 i:~~ ~ ~ '~Na`er; _ X 941 ~ ~ al is p +
~ 6 y , ~ v ~ h ~ ~h ~ 94 I :Sewer, p rlva ~e I ~ ~ ublic X a ~ [
~ I ~ Stree ~s~ x rlvate ~ P, OR FORMERLY ' ~~~IC a vote
z ~C ~ EMAINCER PA T OF o~6 NOW OR FORMERLY o , ~ ~ AX LOT 1 ? 7D, B• CK 5615 uwwwxm aoiNr r ~ , ~ G' ~ . ri .OT ~?6C, BLOCK 5615 ~ `
930 ~ F0~~0~ >s, AI;BR h ~ ; ~ SAX LOT .,6G, BLOC ~ G EY JVAR EN ANC 0• ~ o. DAMES BRIAN P ~ 948 ~ Ric ~~0 0. o~ u~ ,k~w RJR LILLIAN N. W REN ~ ~ q NICKOLE PRICE ` WATERSHED C ~ 3RIAN PRICE^AND ~ ~ A~.,C~J~,i'~T~~N ~
0~ 5 D.B. 17 ~ ~a (i S ,'~iCKOLE PRIG
I i ~ ~ a~ ~v ~ 97 2916 C.B. 2? F J~o ~0 I ZC DRS-2p ZONED RS-20 z; ~ ~ ' i OAK ~ i HOLLOW LAKE WS- ~fii ~ Rs-2o I i T
~0~ ~ 'v ~ I i ~ ~ofal Site Acrecge 3
f ~s•L. ~ 1 v Y }KOLA P ~t ``c'• ~ rrourro ~ ( 60.3_____.72 Sa Ft 1~ . vacant Land Are f
S I jz:, ~ ER MAIN °%y ~ I I ~ i a 360 372 S. Ft. ~ ~ I I T~~ l a~ M a x i ~
~ ° . 6 s~• ~ ISLOPE! f ~ ~ , mum average 86 489 S i ~ Q. Ft.
I k ~ ~ oposed Bunt U on: ~
2., } roLwo , ~ ~ F~ I i:' j + ~ ~ g~ ~,ree~, 14 ~ ~
~ rtc,0 " ' ~ 'S ~ tip ~ C ,,n~ f i ~ ~ 'f,• 1 I A , ; o ,049 Sa Et ' X11 i~ ; I Sidewalk
~ ~ n, A` , 1 cS G' ` I ~ n~ ~ ~ ~ i ~ ~ ~ 4.195 Sp Ft I 6 Lots ~ ~ ~ j, ~ ~ 6,,,00 s.f. 39 _ o0o s ,
' ! ~ i EXlSRO~C a~3E;u 97 ~S F" ~ i ~ ~ 9 ~1/ `v ; RG~K kdew 3A5?.S ARE ~ I ~ \ C~ no i / • I I, i I j; ~ o,el Pro o ~ `
' ~ II PRiMAr'!LY ROCK ;;NED, ~ v 0 9' 4~ ALC,NG J 1 0 . ~ G~ ~ r 9 iii' . { ~~i ~ P s,,d ~u,~t Ucon 57744 S ~ I I ' ~ ~ ; t I I
~ ~ ~ i E,UBANK~fzh,S ; ~ y",~Q^ ~ ( '3 J I ~ ~C ; , ~ T 'I iI, g G,~'~ AREA SUI~~VIAR
v ~ ~ N01"1 CR FC~iERLY f „0 \ Y i ; I! ;
i TAX LOT 235 BLOC' 561 I ,1 ~ ~ ~ S ~ 'I ~ 1' I Sire >_o~s 7.8.,4 ACRES 95~ I I ~p ~ i et and S~aewalk. .419 ACRES
' ~ f'KEVfAi CP• PBELL ` ND f ~ i~ 45.1 ANN
9 ; 0 ~ E R. ~A~,IPBELL ~ i ~ ~ I ~ s ~ ~TAL AREA / ` 0 1, 8.273 ACRES 100.00%
~ Ex~ - ' I D.B. 2263. `o^ X33 i vc sTRaM a:D ~s ~ a I aOCK AhD 9ANKS ARE ~ ~ ~ ZONEf'' ~ T ~ ~ TO ~ AL CIS T URBED AREA: i ~ 4.60 ACRES ~ ,
~~HO(9enj . Ri~IARY~, ROCK LINED. ~ ~ C ~ 1 i ~ i ; ONCRETE !AON i~lT 1 1 1 , n ~ ~
~ ~ G'OU 1
~ ~ ( ~ / w
130.0'
• ~~CO +00 , P
. n ; S1 , e
~U Ver I •I ~ I e ~ ~ ro ~?e
LEGEND ~ ,
1 PROPER TY LINE
BUILDING FOOTPRINT
RIGHT OF WAX LINE
~ LINE FROM DEED OR PLA C ~ ~ r T - ~ ~ 'o' ~ T V;QU_ ;A~~~ ~ Rr~
• ---r~W~---- OVERHEAD POW f , ~ ~ -lL,frr I ,o' I LINE CURVE L_tN~' I n; ~ I ~ ~uEtiT I
s C STN ; RA~~I~S ~ , , 0 EIP EXITING IRON f ~ ' } •5~ "`n`>Tr 1 PIN C1; 52.361 I f 27~ s-s s~~aa~o euRS , ! ~E~~r ^1 \ ~ ~ ~
® 1 ~~.~(i ~ ;'.5' NEW IRON FIN ~ ~ I sa ~ i i ~.J F
~2 ; 29.64 ~ 50.00 J ; I j I o 30 30 60 120 SCALE: ! ~
~ LAPS NO POINT C tn, I f 5' C/L ~ 5•_e• I 1 + I ET 3 3.39, 50.00; i j ->a,--~--~-~--_;..~ ! 2aa ~ ~ ~ r- <F, ~ I
PP PO p i 1 }12' ~ ~ ti• WER ~ OLE _ C4 1 13.49 450.00' ~ _ I . a' r~' i ' " = 60' I - + I
HYD HYBRANT C5 ( z ~ 215.50 450.00 ~ ~ ~ ~ ~/4•/~r. ? ~ i
TB TRAFFIC C 6 4 ~ SIGN BOX 7.82 45 x.00 ~ E I ~ (IN FEET
~ Ty 4' o~C. sFDe~aLx - ~ s A.s.~. ~ CABLE TV PED• ~ 15.95 50.60 oN GRADE ~ 3" M;~ 1 r
. ~ TELE TELEPHONE PED. C8 42.7 ~~~e~ a~ 4" conc. s;DEwALx 1 inch. = 60 f~, , ,
5 5 ).00 T cry cRAaE NCDOT STANDARD ~ LP LIGHT FOLE C9 ~ r T x- REV?SICNS: CWNER-DEVELOPER TERRELL INVEST SHEEP NC,
38.30 , 5J.001 ROSS StC3lON ~RRAf~v ~Ax. stoaE ~ ~ D+ LATTER LOCAL RESIDENTIAL ROAD MENTS, INC.
~ WM WATER y1ETF',R ~,1 ~ 1(~7 n ~ nn ; _.,r, _ _ _ ''s,. 11840 FA~T~N~ cT~Q Roil ~r „T~ _ r1
27' B-B NCDOT STANDARD CURB % VC.L O ` p 0 HIGH , '~)u I t 2UU OF ,
® CO SEWER CLEAN-O C11 58.35 z:~ 1.001 TYPICAl CTION ss' PCiNT> N.C. 27265 336- ..f~ 812-..
YI YARD INLET C 12 247.03 40,,).00 N.T.S. GjP ON
1 C13 34.05 400.0 C 0 B CATCH BASIN ENGINEERS-P
A : ASSOCIATES ~ .A. 360 CANNERS-St~RVEYORS 2200 SILAS CREEK PKWY -
FNS WINS SUITE 2B 9 N E .'ON-SALEM, N.C. 27103 336-723-2459
~S GAP DRAWN BY: SPH
B SURVEYED BY: JSG PROJECT NO,
DESIGNED BY: HBG DATE: n
APPROVE Y JAN. 31 - D B,. 20U~ HBG 2084 05C