20040312 Ver 1_COMPLETE FILE_20040302

F WATF9 ]Michael F. Easley, Governor
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Alan W. Klimek, P.E., Director
-1 Division of Water Quality
a -C Coleen H. Sullins, Deputy Director
Division of Water Quality
April 8, 2004
DWQ# 04-0312
Guilford County
Mr. Al Leonard
Carrolland Corporation
P. O. Box 9846 WETLANDS / 401 GROUP
Greensboro, NC, 27429-0846
APPROVAL of 401 Water Quality Certification with Additional Conditions Ai''R 6 2004
Dear Mr. Leonard: WATER QUALITY SECTION
Carrolland Corporation has our approval, in accordance with the attached conditions, to place permanent fill
in 89 linear feet of perennial stream in order to construct a road crossing for the Storrington Village
Subdivision located on Yanceyville Road in Greensboro, Guilford County, as described in your application
received by the Division of Water Quality (DWQ) on March 3, 2004. After reviewing your application, we
have determined that this fill is covered by General Water Quality Certification Number 3-1102, which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use
Nationwide Permit Number 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 permit expires
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 may be required to send us a new application for
a new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
The culvert required for this project shall be installed in such a manner that the original stream profile is
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and below the
location of the culvert. The culvert shall be designed and installed to prevent head cutting of the
stream. If the culvert becomes perched, the appropriate stream grade shall be re-established or, if the
culvert is installed in a perched manner, the culvert shall be removed and re-installed correctly. The
Applicant must submit a plan and receive written approval from this Office to address any head cutting
that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
Where riprip 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
Division of Water Quality, 401 Wetlands Certification Unit,
Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
'mbtree Blvd., Raleigh, NC 27604-2260 (Location)
1-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Service #: 1-877-623-6748
M
NA
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.
2. The stormwater controls proposed for this project shall utilize DWQ design and construction criteria for
the required detention ponds. Stormwater energy dissipation and sheet-flow shall be obtained through
the use of level spreaders which conform to DWQ design and construction criteria.
3. 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. This certificate
should be returned to the 401/Wetlands Unit of the NC Division of Water Quality at the address listed
on the bottom of the first page. Along with the Certificate of Completion, please send photographs
upstream and downstream of each 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 1506 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-
771-4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc: Andrea Wade, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Sanders McMillan, S&ME, Inc., 3718 Old Battleground Road, Greensboro, NC 27410
OF WATER
Q?

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 8, 2004
DWQ# 04-0312
Guilford County
Mr. Al Leonard
Carrolland Corporation
P. O. Box 9846
Greensboro, NC, 27429-0846
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Leonard:
Carrolland Corporation has our approval, in accordance with the attached conditions, to place permanent fill
in 89 linear feet of perennial stream in order to construct a road crossing for the Storrington Village
Subdivision located on Yanceyville Road in Greensboro, Guilford County, as described in your application
received by the Division of Water Quality (DWQ) on March 3, 2004.. 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 http://h2o.enr.state.nc.us/ncwetlands. 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 permit expires
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 may be required to send us a new application for
a new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
The culvert required for this project shall be installed in such a manner that the original stream profile is
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and below the
location of the culvert. The culvert shall be designed and installed to prevent head cutting of the
stream. If the culvert becomes perched, the appropriate stream grade shall be re-established or, if the
culvert is installed in a perched manner, the culvert shall be removed and re-installed correctly. The
Applicant must submit a plan and receive written approval from this Office to address any head cutting
that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
Where riprip 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 insertE)d into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
S
NCDMNR
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us/ncwetlands)
Customer Service #: 1-877-623-6748
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.
2. The stormwater controls proposed for this project shall utilize DWQ design and construction criteria for
the required detention ponds. Stormwater energy dissipation and sheet-flow shall be obtained through
the use of level spreaders which conform to DWQ design and construction criteria.
3. 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. This certificate
should be returned to the 401/Wetlands Unit of the NC Division of Water Quality at the address listed
on the bottom of the first page. Along with the Certificate of Completion, please send photographs
upstream and downstream of each 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-
771-4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AW.K/cdl
Attachments
cc: Andrea Wade, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Sanders McMillan, S&ME, Inc., 3718 Old Battleground Road, Greensboro, NC 27410
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WCI Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Storrington Village County Guilford
Project Number 04 0312 County2
Recvd From APP Region Winston-Salem
Received Date 3/2/04 Recvd By Region
Project Type access road
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet imm
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 Stream PT O N F_ 16-11-(3.5) WsII1 FN-SW-CA 30,60?. F_ F 89.00 89 oo
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? QQ Y Q N
Is Mitigation required? Q Y * N Recommendation: 0 Issue p Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 360911 Longitude (ddimmss) 794641
Comments:
Site visit made on 03/26/2004. This site is the build-out phase of th?gStorrington Village subdivision.
The total project contains approximately 151 acres. This site is currently a partially wooded area that
historically was used for agriculture. The surrounding area is suburban residential. A previous
stream channel impact of 60 If occurred during an earlier phase of the project. This impact was
related to a linear transportation crossing and was approved under IVWP 26 on May 30, 2002. The
current imposed impact is for a near-perpendicular road crossing of a perennial stream in order to
provide access to the site from the current developed portion of Storrington Village. This road
crossing will be permanent and will also serve as a crossing for a water line. The total imposed
impact is 89 If, which includes 60 If of 48" RCP culvert and 29 If of djssi ap for pad. This crossing is
considered essential to the development of the ILpeedy. The original plan called for a crossing of
143 If, but the crossing was reduced to 89 If and combined with a planned utility crossing in order to
minimize the impact to the stream. No additional
cc: Regional Office
Central Office Page Number 1
Triage Check List
Date: 3 I
To: ? ARO
? FRO
? MRO
? RRO
Mike Parker
Ken Averitte
Alan Johnson
Steve Mitchell
From: i?j 5Gh f )oq V"?
? WaRO Tom Steffens
? WiRO Noelle Lutheran
WSRO Daryl Lamb
Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assi$tance.
dStream length impacted
? Stream determination
?FiNfinimization/avoidance Wetland determination and distance to blue-line surface waters on USFW topo maps
issues
? Buffer Rules (Neuse, 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?
q Cumulative impact concern
Comments.
Project Name: _i 1 0V lla e-
DWQ#: qfO31?
County: ?rci l t??

V

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing WETLANDS/ 401 GROUP
1. Check all of the approval(s) requested for this project: MAR 2 2004
E -Section 404 Permit
? Section 10 Permit WATER QUALITY SECTION
401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
, is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), 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
Name: Carrolland Corporation
Mailing Address: Post Office Box 9846
Greensboro. NC 27429-0846
Telephone Number: [phone] Fax Nwnber:Q36) 274-9171
E-mail Address: N/A
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Sanders McMillan
Company Affiliation: S&ME, Inc.
Mailing Address: 3718 Old Battleground Road
Greensboro, NC 27410
Page 1 of 9
Telephone Number: [phone] Fax Number: _336).288-8980
E-mail Address: smcmillan&smeinc.com
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: Storrin on Village
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
Property Identification Number (Tax PIN)
3. Location
County: Guilford Nearest Tovvn: Koontzville (Greensboro)
Subdivision name (include phase/lot number): Storinaton Village
Directions to site (include road numbers, landmarks, etc.): From Raleigh: 6: Merge onto
I-40 W. 74.9 miles 7: Merge onto E LEE ST/NC-6 W via exit number 128 toward US-29
NIUS-220 N. 2.1 miles 8: Turn RIGHT onto HACKETT ST. 0.1 miles 9: Turn LEFT
onto GORRELL ST. <0.1 miles 10: Turn SLIGHT RIGHT onto N OHENRY
BLVDIUS-220 N/US-421 N. Continue to follow N OFIENRY BLVD. 1.6 miles 12: Take
the CONE BLVD WEST exit. 0.1 miles 13: Merge onto E CONE BLVD. 1.0 miles 14:
Turn RIGHT onto YANCEYVILLE ST. 1.9 miles Cross Lee's Chanel Road. Site is
ahead and to the left approx. 1.1 Miles.
4. Site coordinates, if available (UTM or Lat/Long): 3(50 09' 11.12" N 79° 46' 41.37"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for
each crossing of a distinct water body.)
5. Describe the existing land use or condition of the site at the time of this application:
The site is a partially wooded, agricultural area with a few abandoned homes on and
refuse piles on site.
6. Property size (acres): Approx. 151.16-Acres
Page 2 of 9
7. Nearest body of water (stream/river/sound/ocean/lake):_ U/T Lake Townsend/ Reedy Fork
WS-III, NSW, CA [16-11- (3.5)] _
8. River Basin: Cape Fear via Haw
(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/mgps/.)
9. Describe the purpose of the proposed work: Applicant wishes to cross unnamed tributm o
Lake Townsend/ Reedy Fork Creek with a 89 Linear Foot Road Crossing for Linear
Transportation (1,474 sq. feet) . An 8" water line will also be routed along this crossing,
10. List the type of equipment to be used to construct the project: Excavators, Trucks, Trackhoes,
Pans, etc. will likely be used during construction.
11. Describe the land use in the vicinity of this project: Mostly agricultural land with a few
residences on site. Surrounding lands mostly suburban residential.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A delineation for this project was performed by ECS, Ltd. in May of 2000, whereupon a NWP
26 was requested May 22, 2000) for impacts related to a linear transportation crossing affecting
60 linear feet of stream channel (350 square feet). The Action ID # for this project was
200021056,.. _ Mr. John Thomas of the U.S. Army Corps issued a NWP 26 on May 30,
2000. The crossing was completed in the allotted time.
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:
No future permit requests anticipated, this is the build-ou. phase of the project and all other
activities are in upland areas.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
Page 3 of 9
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts::Chere is to be one near-perpendicular
road crossing of a perennial stream. The pipe will be 60-1f with a rip-rap dissipater pad of
less than 30 feet, for a total of no more than 89-1f (1,474 sq. feet) of impacts. This impact
will also serve as a crossing for a water line that may otherwise have required its own
crossins.
2. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: <0.5 acres in pockets
along streams none in area of crossing).
Total area of wetland impact proposed: None
3. Stream Impacts, including all intermittent and perennial ;streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Sla 48" RCP Culvert 60 u/t Lake Townsend/ Reedy
Fork 10 Perennial
Slb Dissipater 29 u/t Lake Townsend/ Reedy
Fork 10 Perennial

Page 4 of 9
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 89 Linear Feet + (60 11
under previous NWP 26)
4. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
(if Name applicable) ivable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wel:land 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/emb mkment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed :impacts. It may be useful to provide
information related to site constraints such as topography, biailding ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Page 5 of 9
Due to ingress and egress routes, combined with the development plan best suited to the property
shape, this crossing is essential to the development of the property. Crossing has been
minimized to the greatest extents allowable by topographic limitations. Original crossing lam
was for 143 l.f. but was reduced to 89 11 in order to rernain below the 150 IS threshold (see
"ori ing al layout". Plans to locate water quality ponds as in-line systems were abandoned.
Applicant has altered plans so as to incorporate utility crossings with the transportation crossing
to minimize impacts to the stream. As per NWP general conditions: appropriate soil and
sediment controls will be in place and measures will be taken to minimize soil and aquatic
habitat disturbances.
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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htt2://h2o.enr.state.nc.us/ncwetlands/strmaide.html.
1. Provide a brief description of the proposed mitigation p1lan. 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.
N/A
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy :mitigation requirements. Applicants
will be notified early in the review process by the 401 /Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at h=://h2o.enr.state.nc.us/M p/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):- N/A
Amount of buffer mitigation requested (square feet):- N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC: 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, N/A )?
Page 7 of 9
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from 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, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total acreage of the site is approximately 151.16-acres. Proposed built-upon area totals
29.82-acres for a total of 19.7%. These calculations are for all built-out. [Per lot (3,000 sq. feet x
295 lots) + streets (9.50-acres)] Per DWQ regulations, 100' vegetated buffers have been placed
on all perennial streams within pro eegy boundaries. Per City of Greensboro Stormwater
Management Manual watershed protection will be served through appropriately sized ponds
constructed in upland areas, discharging diffusely hrough buffers (where applicable).
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Non-discharge. Public sewer.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Page 8 of 9
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these pennits. 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).
N/A
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Z.?
Page 9 of 9
02/21/2004 03:06 3362749171 ROYS PAGE 02
• -- .. . . ..... .v - ... rM#- ' 1 ,U\ 1\V, ./UUL000:JUU r. ut-
Fobruary 18, 2004
Division of Water Quality
4011 Wetlands Unit
1650 Mail Service Cemor
Raleigh, NC 27699-1656
Raleigh Regnil story field Ofiiec
US Army Corps Of IImSinoers
6504 Falls or the NcaseRoad
Suila 120
1t4Wt;h, NC 27615
lt,:remocc: S(ordivioit Uevo
Ouilfnrd county,
This luttcr 'atcsts that S&ME, lac
C.ornorottim in ail regulmory acdv;
impacti mociated with our StorriY
Carralaind Carpw-ation, C attest that
reprwentatives, to uxomite pormittinj
Corps cepu sontatives to eater tht
rugulatory activities.
sincerely,
Carolina
maintahn the authority to reple"ilt C.arrolund
ies regarding the permitting of We= or welland
;tom Project. As Ln authorized represcutaticc of
me contractual agrecunclit with S&ME ai'Ows lhair
documents on our Uolialf and authorize DWQ and
above mentioned property for the purposes of
Date, -;i z%L:L.. _
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ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental
Mr. David B. Michaels
Sitework Services, Inc.
4102 Oakcliffe Road. JOB #
Greensboro, North Carolina 27406
Reference: Wetland Permitting
Townsend Farms
Yanceyville Road
Greensboro, North Carolina
ECS Project G-3858
Dear Mr. Michaels:
May 2, 2000
JOB 1 V !V1 _- .-,
FILE CAT.
ECS has completed the wetland determination for the above referenced site. The site is
approximately .15 1. acres in area and is located on Yanceyville Road in Greensboro. Tributaries
of Lake Townsend cross the site. Wetland pockets are located adjacent to these features. As
shown on the Preliminary . Plan prepared by Borum, Wade .2and Associates, the site will be
developed with several roads and stormwater detention ponds. The Preliminary Plan indicates
that roads will cross. four drainage features.. The center lines of the proposed crossings were
•e ?,» t er is to describe the
-dP,-$o? ? ? ? ? ? ?n • Se of 1S__ett .. ---- -
drainage features in the areas of the proposed road crossings and to discuss the wetland
permitting -requirements..for the site.
Waterpoint Drive, Station 6+00: This crossing, as -staked, will be confined to.. high ground.
Neither a 404 permit from the U.S. Army Corps of Engineers nor noor a 401 Water Quality
Certification from the Tort Carolina DbAs1o of Water ntlA?lfV Ily will he requhd to
construct this crossing.
Waterpoint Drive, Station 15+00: This crossing, as staked, will be constructed in a"'perennial
stream channel. Permits from both the U.S. Army Corps of Engineers and the NCDWQ will be
required.
Townsend Farm Drive, Station 9+50: This crossing is located in a regulated area. In our opinion,
the area contains a stream channel and a wetland seep. The U.S. Army Corps of Engineers will
determine if the crossing will impact the stream or the wetland.
Topsail Drive, Station 13+00: The crossing, as staked, will be confined to high ground. Neither
a 404 permit from the U.S. Army Corps of Engineers nor a 401 Water Quality Certification from
the North Carolina Division of Water Quality (NCDWQ) will be required to construct this
crossing.
In summary, it appears that two proposed roads will cross regullated areas. We recommend that
the crossings be minimized to the maximum extent practical. It appears that at least one
Nationwide Permit (NWP) and a 401 Water Quality Certification will be the minimum
?. requirements for the planned road construction.
5-C Dundas Circle, Greensboro, NC 27407 • [phone] • Fax [phone]
Offices: Washington, DC; Baltimore, MD; Frederick, MD; Richmond VA; Norf4gk, VA; Fredericksburg, VA; Danville, VA;
. . . -- - --- ---- • --- -.. . . - - --- .TAT fl ---a»- Or% Ad fife nA

Townsend Farms
BCS Project No. 0-3838
May 2, 2000
In addition to the road crossings, three wet detention ponds are planned for the site. According to
the Preliminary Plan, the ponds have been placed in stream channels. The impacts to the stream.
channels due to inundatinn should be minimized or avoided.
As you may be aware, proposed changes to the NWP program that will effect future development
plans as they relate to wedand/stream impacts will become effcctive in June 2000. Please note,
this information is the best available at this time and is subject to change.
Beginning June 2000, NWPs can be issued for impacts to wetlands that do not exceed one-half
acre and for impacts to streams that do not exceed 300 linear feet. You will be required to obtain
permits from the U.S. Army Corps of Engineers and the NCDWQ whenever impacts to wetlands
exceed one-tenth acre and for any impacts to. intermittent and perennial streams. Individual
permits will be required if impacts exceed the maximum thresholds.
Mitigation can be required for all impacts to wetlands and streams. In addition, NWP 43 (which
authorizes stormwater management facilities) does not authorize the placement of stormwater
management facilities in perennial streams.
We appreciate the continuing opportunity to offer our wetland. services to you. Please feel free to
contact us at [phone] if you have questions concerning the changes to the NWP program
or if we can offer- ittther assistance.
ENGINEERING CONSULTING SERVICES, LTD.
----- ------ - ----- ---
...... . ...
Principal Scientist
?? t
Brian E. Maas, REM
Principal Scientist
,r
f

U.S. ARMY CORPS OF ENGOfEERS D
Wilmington District C Action ID: 200021056 County: Guilford

GENERAL PERMIT REGIONAL AND NATIONWIDE VERIFICATION
Property Authorized
owner: Select Homes, Inc. Agent: ECS, Ltd.
c/o Joe DeCesaris Denise M. Poulos
Address: 48411 Surfside Drive Address: 5-(: Dundas Circle, Greensboro, NC
Lexington Park, MD 20653 .27407
Telephone: [phone] Telephone: [phone]
Size and Location of Property fWaterbody Highway namej'number, town, etc.): Select.Homes,
Inn's proposed subdivision property development site located off-of Yanceyville Road, adjacent to
an unnamed tributary of Reedy Fork Creek, near Greensboro, in Guilford County, North Carolina.
Description of Activity: Proposed subdivision construction including fill for road c n
(Townsend Farm Drive) resulting in impacts to approximately 0.008 acre (inclu eet
of stream habitat) of the jurisdictional waters of an unnamed and- above headwaters tributary of
Reedy.Fork Creek.
s er 344) only.
Section 10 (Riverand Harbor Act of 1899) only.
_.$eetion-404 aadSeetien
X Nationwide PermitNumber NWP 26.
General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and oX appropriate legal action.
This Department of the Army Regional General / Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact John Thomas at telephone number 919) 876-84411,?tension 25.
Regulatory Project Manager Signature
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:

N
h
ENGINEERING CONSULTING SERVICES9LID,___.
Geotechnical • Construction Materials • Environmental
May 22, 2000
Mr. John Thomas
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Subject: Pre-Construction Notification Application
COPY
Townsend Farms
Yanceyville Road
Greensboro, Guilford County, North Carolina
ECS Project G-3858A
Dear Mr_Thomas:
Please find one original and one copy of the Pre-Construction Notification Application for the above
referenced site. The site is an approximate 151 acre tract located on Yanceyville Road just west of its
intersection with Hillcroft Road in Greensboro (Figure 1).
The site is to be developed, in phases, with a residential subdivision. This will involve the construction
of several roadways. One roadway, Townsend Farm Drive, is to be constructed during the first phase of
approximately 60 feet of stream channel and 350 square feet (0.008 acres) of wetlands wilt be impacted
_._ .
?'- Prepared_Izy.Zoriun, .....
.'-by-thepreposed-ioadway-. The-road crowing1s. illustrated-on-the .?rJhu Crossing .
Wade and Associates, P.A.
On behalf of Select Homes, Inc, I am requesting a NWP 26 for the impact to 60 feet of stream channel
- an 0.008 acres o we an associaWd with .
Please feel free to contact me at [phone] if you have any questions concerning this request or if
additional information is required. Thank you in advance for your timely consideration of this matter.
Sincerely,
ENGINEERING CONSULTING SERVICES, LTD.
Denise . Poulos, LSS
Principal Scientist
Attachment: Pre-Construction Notification Application
5-C Dundas Circle, Greensboro, NC 27407 - [phone] • Fax [phone]
Offices: Aberdeen, MD - Atlanta, GA - Austin, TX - Baltimore. MD - Chantilly, VA - Charlotte, 11C - Chicago, IL • Frederick, MD - Fes, VA
- 9-n naly rn N!` • r~nvil6 Qr - Nnrfnllc VA - Raleioh Nr e Richmond. VA - Roanoke. VA - Williamsbure. VA - Wilmington, NC

DWQ ID: _.. CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 26
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7)
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY.
ATTN: JOHN DORNEY 4441 REEDY CREEK: Rf)AD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME- M Joe DcCmds Select Homes Inc
2. . MAILING ADDRESS: 48411 Surfside Drive
SUBDIVISION NAME
PR'OJEf"CLQS'ATION ??DDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
--
MAILING ADDRESS ABOVE):
_ .__ v,....-.,.,aL. rt?,AA in (:reenshoro. North Catoltna.
- 'lie site is-i ocateu yn aawo -
3 TELEPHONE NUMBER: (HOME) _ (WORK) [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Denise M. Pouloe ECS. Ltd.. S-C Dundas Circle. Greensboro. NC 27407 f:33M) 856-7150
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Guilford • NEAREST TOWN: Greens Lq
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMikRKS, ETC.) The site is located on
YancModlle Road just west of its intersection with Hillcroft Road.
ear
6. IMPACTED OR NEAREST STREAMIRIVER: eta ?1E2 RIVER BASIN: Haw/-C=-F
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED
RESOURC'E WATERS (ORW) WATER(SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING
SUPPLY (WS-I OR WS-II)? YES ? NO X IF YES, EXPLAIN:
MENT NORTH COASTAL
MANAGE PROJECT
AREA OF ENVIRONMENTAL CONCERN (AJEC)? YES [3 NO X
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUl?) DESIGNATION?
N

f
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES 0 NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES X NO 0 IF YES, DESCRIBE ANTICIPATED WORK: ere will be additonal road crossings in the
future.
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 151 Acres
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
There airs to be less than one acre of wetlands on the site.
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: - EXCAVATION:
FLOODING: _ OTHER : wing for road construction..
DRAINAGE : _ TOTAL ACRES TO BE IMPACTED: "$
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER. RELOCATION:
LENGTHfBEFORE:.,_ FT AFTER: _ FT
WIDTH BEFORE (based on normal high water contours):_ FT
AVERAGE DEPTH BEFORE: _ FT AFTER: _ FT
(b)(2) STREAM CHANNEL IMPACI W
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: A proximately 60 feet
---- -f;>rEXCAVATI6N:
OTHER: _
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRA ,Nf G To TIES POND? u,v s T IS ME EXPFC'TFi) POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY I I DRAWINGS ONLY)
The site is to be developed with a residential subdivision At this time the proposed development will
involve constructing a roadway across a tributary of Reedy Fork E&javatom trucks. trackhoes. mss. et_c.
will be used during co
f 13. PURPOSE OF PROPOSED WORK: The garoose of the work is to construct a road.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMLZE WETLAND IMPACTS)
The site is to be developed with a residential subdivision It is necessary to construct roads within the
subdivision. The impact is minimal and will only effect 60 feet of stream channel and 88 square feet-9-fa
wetland se a area
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE 1?RESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. -
DATE CONTACTED:
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED'BY THE PROPOSED PROJECT. DATE CONTACTED
N
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND? YES 0 NO X (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES 0 NO 0
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES. 0 NO 0
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH. THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST I ONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FORNATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
-A I I e r,? ?}y; ( =RbAITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE I INCH EQUALS 50 FEEL
OF THEIR EQUIVALENT.
(b) IF AVAILABLE,. REPRESENTATIVE IOTO A H OF-Wi;'Il.A-NDS-T4BE-DMP-A -.-__
.PROJECT.
(c) IF DELINEATION WAS PERFORMED BY A. CONSULTANT, :INCLUDE ALL DATA SHEETS
_ RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COP P F REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? e i enpal• _
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Sanitary± sewer
?ystem• -
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER.QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM, . j
DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).

F,a

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Drawn by: S. McMillan Ire Vicinity Map
Reviewed by: M. OBrien = -= am"NE Guilford County, NC
Date: February-04 ENVIRONMENTAL SERVICES • ENGINEERING TESTING S&ME Project 4 1588-04-001
N
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Reviewed by: M. O'Brien Guilford County, NC 2
Date: February-04 ENVIRONMENTAL SERVICES • ENGINEERING • TESTING S&W Project # 1588-04-001
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Scale: 1 inch equals 1,000 feet Stonington Subdivision FIGURE
Drawn by: S. McMillan MRCS SSURGO Soils Data
Reviewed by: M. OBrien *mmwiE Guilford County, NC
Date: February-04 ENVIRONMENTAL SERVICES • ENGINEERING • TEs-nNG S&ME Project # 1588-04-001
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WET DETENTION POND #3
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THORNBER Y
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GRAPHIC SCALE

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SCALE: I" = 400'
. .. ....... . . E
ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
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60 If/0.008 ACRES ALREADY
PERMITTED & CONSTRUCTED
UNDER USACE ACTION
ID# 200021056
Dare Commmty InitiaLCAl RRINGTON SUBDIVISION BUILT OUT CONDITIONS
STORRINGTON WETLAND PERMIT
GREENSBORO, NORTH CAROLINA
DRAW N BY: CHECKED BY:
AS SHOWN RDM TSM
JOB NO. DATE: FIGURE NO.
1588-04001 FEBRUARY 2004 1
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CARROLLAND, INC. • P.O. BOX 9846 • GREENSBORO, NC 27429 2 516
2-19-04 FEE WATERPO'INT'DR 200.00 .00 200.00
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MAR 2 2004
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2-23-04 2516 200.00 .00 200.00
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MAR 2 2004
GRAPI~IC SCALE
:-ALE WATER QUALI SECTION
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SCALE: 1" = 200' 200'
Rev. Date Comments Initial
STORRINGTON SUBDIVISION BUILT OUT CONDI STORRINGTON WETLAND PERMIT
)NDITIONS
GREENSBORO, NORTH CAROLINA
SCALE: DRAWN BY: CHECKED BY: ENGINEERING TESTING AS SHOWN RDM
D BY:
ENVIRONMENTAL SERVICES JOB N0. DATE: FIGURE N0. TSM
N0.
1588-04-001 FEBRUARY 2004
1