20051064 Ver 1_Complete File_20050615

O?O?WAT
r
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
August 5, 2005
DWQ# 05-1064
Guilford County
Mr. Jeffrey Guernier
Parker & Orleans Homebuilders
720 West Main Street
Jamestown, NC 27282
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Guernier:
Parker & Orleans Homebuilders has our approval, in accordance with the attached conditions, to place
permanent fill in 133 linear feet of perennial stream in order to construct a road crossing and to place temporary
fill in 15 linear feet of intermittent stream in order to install a sanitary sewer line crossing for the Walnut Creek
subdivision located on Barrow Road, in High Point, Guilford County, as described in your application received
by the Division of Water Quality (DWQ) on June 15, 2005. After reviewing your application, we have
determined that this fill is covered by General Water Quality Certification Numbers 3374 and 3402, which can
be viewed on our web site at http:/ih2o.enr.state.nc.us/ncwetlands. These Certifications allow you to use
Nationwide Permit Numbers 12 and 39 respectively when they are 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 Certifications.
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 these Certifications 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, 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
Certifications, 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 148 linear feet Two unnamed tributaries to Oak Hollow Lake
located near Barrow Road, High Point, Guilford
County. Reference: Impact map, sheets 1 & 2.

V(> ` Caroli
ina
Nturally
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 httpl/:h2o enr.state nc us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal CpportunltylAffirmative Action Employer - 50% Recycledl10% Post Consumer Paper
Mr. Jeffrey Guernier
Page 2,
August 5, 2005
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, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction 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.
5. 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).
6. 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.
7. Energy dissipation and sheet flow must be provided for all discharges of stormwater before such
discharges reach stream channels or wetlands.

8. The proposed project must comply with the local water supply and stormwater management ordinances
of Guilford County and the City of High Point as approved by the N. C. Environmental Management
Commission.
Mr. Jeffrey Guemier
Page 3,
August 5, 2005
9. 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.
10. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
finished. This certificate should be sent to the 401/Wetlands Unit of the NC Division of Water Quality
at the address listed on the form. Along with the Certificate of Completion form, please send
photographs upstream and downstream of the culvert site and utility line crossing 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, extension 293.
?D
Av D
?005
Vti W6IM,,01 'Asr RWQ ,4L y
p?,'w ICy
AWK/cdl
Attachments
Sincerely,
6Z Alan W. Klimek, P.E.
cc: Mr. Todd Tugwell, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Mr. Wendell Overby, Soil &Environmental Consultants, PA, 236 LePhillip Court, Suite C, Concord, NC
28025
W AT ?9pG
O ? 'C
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
August 5, 2005
DWQ# 05-1064
Guilford County
Mr. Jeffrey Guernier
Parker & Orleans Homebuilders
720 West Main Street
Jamestown, NC 27282
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Guernier:
Parker & Orleans Homebuilders has our approval, in accordance with the attached conditions, to place
permanent fill in 133 linear feet of perennial stream in order to construct a road crossing and to place temporary
fill in 15 linear feet of intermittent stream in order to install a sanitary sewer line crossing for the Walnut Creek
subdivision located on Barrow Road, in High Point, Guilford County, as described in your application received
by the Division of Water Quality (DWQ) on June 15, 2005. After reviewing your application, we have
determined that this fill is covered by General Water Quality Certification Numbers 3374 and 3402, which can
be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. These Certifications allow you to use
Nationwide Permit Numbers 12 and 39 respectively when they are 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 Certifications.
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 these Certifications 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, 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
Certifications, 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 148 linear feet Two unnamed tributaries to Oak Hollow Lake
located near Barrow Road, High Point, Guilford
County. Reference: Impact map, sheets 1 & 2.

One
NliCarolina
,lVaturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, INC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet http//:h2o.enr.state.nc.usrncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50°b Recycled/100% Post Consumer Paper
Mr. Jeffrey Guernier
Page 2,
August 5, 2005
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, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction 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.
5. 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).
6. 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.
7. Energy dissipation and sheet flow must be provided for all discharges of stormwater before such
discharges reach stream channels or wetlands.
8. The proposed project must comply with the local water supply and stormwater management ordinances
of Guilford County and the City of High Point as approved by the N. C. Environmental Management
Commission.
Mr. Jeffrey Guemier
Page 3,
August 5, 2005
9. 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.
10. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
finished. This certificate should be sent to the 401/Wetlands Unit of the NC Division of Water Quality
at the address listed on the form. Along ivith the Certificate of Completion fond, please send
photographs upstream and downstream of the culvert site and utility line crossing 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, extension 293.
Sincerely,
Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc: Mr. Todd Tugwell, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Mr. Wendell Overby, Soil &Environmental Consultants, PA, 236 LePhillip Court, Suite C, Concord, NC
28025
Triage Check List
Date: 6/20/05 Project Name: Walnut Creek c/o Orleans & Parker
DWQ#: 05-1064
County: Guilford
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 6/15/05 8/13/05
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance 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?
? 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!
Wetland & Stream Impact Map
PARKER ORLEANS HOMEBUILDERS
FOR
WALNUT CREEK S/D
BARROW ROAD
CITY OF HIGH POINT
GUILFORD COUNTY, NORTH CAROLINA
50' 25' 0 50' 100'
SCALE: 1" = 50'
J
Sheet 2 of h
OVERALL SUE
?j?, ti
? l 1 I I?I ?1 \ \? \ ? ? 1701 / ? ' 1 / / I + \ \ I i Wetland & Stream Impact Map
4 \ 3 i i(\\ \ I I I PARKER ORLEANS HOMEBUILDERS
1/1 >,`?%11i?\?``\`\ / /? / i!,f I J111 \\? I I I I I FOR
?'r 'f 17 /+ l r l1+ / 1 J 1 I I WALNUT CREEK S/D
7 BARROW ROAD
ego CITY OF HIGH POINT
GUILFORD COUNTY, NORTH CAROLINA
151 I I f l ??
00' 100' 0 200' 400'
1Ll
SCALE: 1 200
Sheet 1 of 2
}?\ 0
N9
'??my?'?`°'? ?. ? 0 •- ? ?/ice lr.??/,l I / / J / I I + 1 \ \ \ ? ? ? I o pp5
a / 99 / /,ii j? %11 /( / J J 1 ` l \ \ \\I ` \ \ X15 ti
'Ds
I?
REs VIOUS\ IM A_ CT \ _ 11 j
o. 70 71 174- ST IVE-TL
AND,
it I J I / ' - ?- -_- - _ - ..-•»i r ` ` SE OF > ,MTLANDS ???? I lI 11
73
1 \ 111J? l / / l 0 _ _ _ _ I
? \\ 1111 ?f ? ??' ? ;'
Aws YYY- / 4 25 12E \ 91 ....\
r,22) 12-3
_ r
I 11 ?? , ' I 9e` 2I
I 1 / j 1 ? Ilr I I ! Io 1 I n „ , ? ? 9e / O r' ! 0 rl 11 f
y) 2 I
- _ ? 1 1 r J ? ?I ? 49 I O I 17 V ? I , 1 tIJ \ '? ` ?0 \ ? I]t ( 96 s+ f1 ? S J / f \
I / fl:rij/ll? 1 1 1 1 1 1/ ? I,e? \? ? 1 1 \ 7? I 1 {
1.? 11 + 1 1 1 _ r! fl
? \ \ ` 1 ? 111 ?? j 1 1 1 .9 !?u 11 1$
I / 11,1 1!i
f 1 1 I ::+:':• r 22 21 yp, 9 B 1 \
1 1 f1 T::.ta,i, \ N ?. JZ J, a ly) 23 27 p4//d 2, 0 v r 1
j Y
\
1R N.
j : i?/,?,I ii 1 /i /I?1'.illi ?l ?/./?! ./! !. C?
Soil & Environmental Consultants, PA
236 LePhillip Court, Suite C • Concord, North Carolina 28025 Phone: [phone] • Fax: [phone]
www.SandEC.com

US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Andrea Wade
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
,izj 510
P UJune 14, 2005
S&EC 45-1325wl
NC Division of Water Quality
401 Oversight/Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Blvd
Raleigh, NC 27604
Dear Ms. Wade and Ms. Karoly:
Our client, Parker & Orleans Homes, requests the use of Nationwide Permits 12 and 39 for the
proposed "Walnut Creek" subdivision in High Point, NC. The applicant is Jeff Guernier with
Parker & Orleans Homebuilders. A signed agent authorization accompanies the enclosed
preconstruction authorization. As proposed, Walnut Creek will result in the construction of 200
single-family homes. The subject property, approximately 74-acres in size, is located west of
Barrow Road across the street from SW Guilford High School. The approximate property
boundaries are shown on the attached USGS Topo Quad vicinity map. Surface waters on the
property flow to Oak Hollow Lake in the Randleman Lake watershed/Cape Fear river basin.
The applicant proposes permanent impacts of 148 linear feet of stream channel for construction of
the project. Of the proposed stream impacts, 133 linear feet are proposed to a perennial stream
for a road crossing. The additional 15 linear feet of stream impact is requested for temporary
impacts for sewer construction. Both uses are exempt under the Randleman Lake watershed
buffer rules. Andrea Wade (USACE) has reviewed stream and wetland features on the property.
Approximately 0.04 acres of wetlands (1174sf and 548sf) were previously impacted. Those
impact acreages were below notification thresholds. No other impacts are proposed for the
project. The project will follow local stormwater requirements. The enclosed site plan has been
approved by the City of High Point. Enclosed with the completed PCN are proposed impervious
calculations from the project engineer.
Attached please find: 1) A completed Pre-construction Notification 2) signed Agent
Authorization Form, 3) USGS topo quad vicinity map, 4) Guilford County Soil Survey map, 5)
Construction plans, 6) Engineer's impervious calculations, 7) Wetland data forms, and 8) 401
processing fee.
Sincerely,
vWendell Overby
NC Licensed Soil Scie ' t
mt,
JUN 15 2005
DENR - WATER QUALITY
Y, . WtDS AND STORf.SNATER MkNCH
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Raleigh Office:
11010 Raven Ridge Road
Raleigh, NC 27614
Phone: [phone]
Fax: [phone]
J ?. L
Office Use Only: Fonn Version May 2002
USACE Action ID No. DWQ No. 011. 1064
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12,39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed oova??
4), and the project is within a North Carolina Division of Coastal Man D
Environmental Concern (see the top of page 2 for further details), check her
II. Applicant Information JUN 1 5 2005
DENR - WATER QUALITY
Owner/Applicant Information WETLANDS ANDSTOWMATERBRAt1CN
Name: Parker & Orleans Homebuilders (Jeffrey Guemier)
Mailing Address: 720 West Main Street
Jamestown, NC 27282
Telephone Number: 336.454.0334 Fax Number:
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: Wendell Overby
Company Affiliation: S&EC
Mailing Address: 236 LePhillip Ct
Suite C
Concord, NC 28025
Telephone Number: 704.720.9405 Fax Number: 704.720.9406
E-mail Address: woverby(a(a)sandec.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Walnut Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): ACL-95-7082-1130, 11, 12, 13 & 490-1-204
4. Location
County: Guilford Nearest Town: High Point
Subdivision name (include phase/lot number): Walnut Creek
Directions to site (include road numbers, landmarks, etc.): 140 exit 210 (Hwy 68). Go south
2.5 miles to Willard Dairy Road. Turn right go 1.3 miles to Barrow Road. Go left (south)
0.6 miles on Barrow Road. Site on right.
5. Site coordinates, if available (UTM or Lat/Long):79°59'42"W, 36°2'50.43"N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): Oak Hollow Lake
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/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: Site predominantly supports pasture former agricultural
uses. Residential development and a high school (SW Guilford) near property.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Heavy equipment will be used to site prepare and grade for construction of single family
homes. Roads, water, sewer, etc. will be constructed/extended for project.
11. Explain the purpose of the proposed work: Construction of single family homes and
amenity center. Use of upland areas for building requires stream crossing.
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.
Prior impacts to wetlands have occurred under Naitonwide Permit 39. Impacts (.04 acre) were
under notification thresholds.
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 for project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Temporary stream impact due
to sewer crossing. Impacts to perennial stream for road crossing.
Page 7 of 12
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* 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 httn://www.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (detennination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.04
Total area of wetland impact proposed: .04 acres previously impacted
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
S-1 Pipe 133 UT Oak Hollow Lake 7' Perennial
S-2 Temp 15 UT Oak Hollow Lake 3' Intermittent

* 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
%Vwxv us s.?ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.mapquest. Coln, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 133 permanent, 15 temp
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A N/A N/A N/A N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 8 of 12
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Three detention ponds proposed
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Stormwater requirement
Size of watershed draining to ponds: 53.6 ac Expected pond surface area: .73 ac
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
S&EC has met with Andrea Wade of the USACE regarding impacts. Impacts to perennial
streams are less than 1501f and perpendicular. Previous impacts to wetlands (.04 acres).
Proposed stream impacts for sewer construction (temporary) will follow NW 12 general
certifications.
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.
Page 9 of 12
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Proposed permanent impacts to perennial streams will be 1331£ Fifteen if of temporary
impact to perennial stream for sewer crossing. Previous wetland impacts of 0.04 acres.
Applicant contends avoidance of perennial stream and Water Supply/Randleman buffers
serve as mitigation for proposed impacts. USACE rep Andrea Wade has visited site and
reviewed stream/wetland features.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Page 10 of 12
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify)?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact S-1
(square feet) Impact
(square feet) Multiplier Required
Mitigation
1 3 0
2 1.5 0
Total 0
Lone t extends out 3U tect 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 213 .0242 or .0260.
Road crossing and sewer impacts exempt uses to Randleman Buffer. We understand buffer
impacts approved by local municipality (High Point).
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Page 11 of 12
Engineer has provided attached impervious calculations. Proposed impervious percents will be
27%. Local stormwater requirements to be followed.
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.
Project to be served by existing sanitary sewer. Most of sewer infrastructure existing on site.
One extension to be constructed for project.
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
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Sign
(Agent's signature is valid only i
?//V/?5
Date
authorization letter from the applicant is provided.)
Page 12 of 12
04/20/2005 12:01 7047209466 S AND eC PAGE 02
Soil & Environmental Consultants, PA
236 Unillip Coum Suitc C . Cnncord. Nosh Cw0Jinj 28025 • Phon : (7N) 720.WOS • F".- (704) 720-4io(,
www.sandEc.com
AGENT AUTHORIZATION FORM
N==
Addres
Phone: -7536 Y.
Project Name/Description: lhv?l C?CPl,
Date:
The Department of the Army
US. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, N'C 28402
Attn: _ Andrea Wndg
Field Office: Ralei h
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
T, the current owner, hereby designate and authorize Soil & Env;ironmenW Consultants, Inc. to
Oct in my behalf as my agent in the proc=irtg of penn it appiications, to furnish upon reVE
Su lementui info!>ation in support of applications, etc from flub day forward. The - day of
This notification supersedes any previous commence concerning the agent for this project.
NOTICE; This auamization, for liability and professional couxtcsy reasons, is valid only for
governm=t officials to enter the property when accompanied by S&EC staff. You should call S&EC
to iurange a site mreting prior to visiting the sit-
Print Property Owne s Name
s signature
1= MM Cyndi Karoly cc: W. Wendell Overby,
NCDENR - DWQ
7321 Crabtree Blvd, , Ste 250 Soil & Environmental Consultants, PA.
r
Rale -4 NC 2760-2260
?SEnsbO[riOFfice?
3817.E T.uwndalc Drive
?
1dc? Arr(1fF??
Raleigh 013icet
G=mbor% NC 27455
Ph Coon Tvtotianta;n Lane
622 622 C
sv
ilio
n
C 28 28 681 1 11010 Raven Ridge Road
onc: [phone]

Fax! [phone] ,
Phona:
(828) 8
Ralcibh, NC 27614

Fax: [phone] Phone (919) $46-5900
Fax:
[phone]
ZO/ZO 35dd SNV3-12'O 0EZOV9V9EE OV:VZ 900Z/8Z/V0
coy - _`-
ii. A '00
kz2
00
ll 8 . ?
r 10
1 i?? f p ? 1. D / S`
! ?? . c=am • O\
n 'r 30 \
f f/ O ?1
b. 11 ? 1 B \• e?
Ilk
• /
1 ??, oG ? pry ? Q° r 1
Name: GUILFORD Location: 036° 02'58.6' N 079° 59'38.9' W
Date: 5/112005 Caption: Walnut Creek S/D
Scale: 1 inch equals 2000 feet
Copyright (C) 1997, Moptoch, Inc
---ice.
GUILFORD COUNTY. NORTH CAROLINA - SHEET NUMBER 25
PAaC Ma8
f
4 ,.'...Md•; Ch tlIi, ??. ' MaB Cc6 Cc8
dstf<r r t? MaE 1,t •C „McC24i Cr6 (' v 7 JdcC2 r%r Cr8 VaB !•iMd '15 Mc824N.. cC l s? Mr-
T ti V. ..r, s F j 4. r CcB Ma8 ?• t4
1•,'.} 11 `., t t t r `'` -'I't1? ,.K r.? ..n..' -t. ?t?•% \ e - }MCC2
'- J,.a n rt "`: 'Mai" 7 M?' ' , I,•7`i^' ? ?.? _ APB .. T,n
Y,. ?? r t r w L. d CCB ^ 4f
1 r t, t? eG .t, +,n '•,Cc6 cB2. Va6 4 r' c9
c 1T` ? • CrEi•• << t. ? o -i r ?•C ?j ?, Va8 ?• rw;? 2
.•Q•? `t K? Ir f-?,E? t`;' ?Xt:? `: '+i ??C,'?c?.+ ?,M. 3 ' ?I•?0 ;. `S'•i ; ?j fr' -?,
? ' ? ,,, ?? x u ?'t ? 1t ti' l Gr?tSrr 2` ?{ ..? ?? t'1+? ,r. •..j F??y?y ;{?a Ma8
r{i? },r IC.i rr i' > 4 ,, 1 ' Y ;t
CB
+i .?. , `` •i e?..--r••^+-.v ti 1 }• r 'Y j p7" r "`' Ma8 ?-Va R. art APQ.
'". '? t •! 1 w is ?' ? +) r f ?iT r ? r'' i
?J t? 1 I ? U 1402 ? ? '{ ?? i r GrQ? ' •t ?F , McCT'r?' . + r y t li •....--.:. :? I . tt
•: F ? d t? t: qp ?v Ce8 ' +
' 1 , K?`?_'.? . ,t•:??a ?. l? °` -µ?"„rG r? `?,ai + Va_B ?i (? } y? ? 4
rA, f ? •{y l?l ? ?y? . ?" r.?? ? + : (2 \''.,, p '3? ? r c-'R, L r 1 ? t:t ? f,.y 1 ? .
i M y? t 1Yt -°?fl. e f ,.i,Va?
??Ce Cc6 r r. a..1?? ?; ¢
its P rtrl ?r+ l f4 /?' µ0' f G?7?t!{ oa ' aC Wk
`? aMaC P?? rr9 6c6
F t ? ?y! i C '• :c,!• .s0?, ? :-.Wk_? ? t , t ?•-r !,, Va6 ?''e)i rit , •' ??Cdd` s ,ES .
t '. (' ??y,,j 527 } t.?.-?? >-• f ''? ir? 1'r F of O'? ;i M17aC- Ma6y?. APB ?? r '? ?a L t .1 t
yy L
Ya8
. ?p f }t r?'r; Z , 'Cr6 .11'`?'? `? ?'?? ,?? ??', a_' 'aL} ° } • 'a ? ? ?? r t ? ,
si' c i ?. 7 tl Co 1{ Md 2 ° ry)a J rja V• ?b
6t ?A t f t r VaB'*• AP qtr,{' t t' \
Ma6
(t rr C.rf1 +
Ind', 1`+` .r , n'+ f l na _ 1MaC''. Mc82 MOB q5 ' i s ? p r'b fit. ?4? r ° k f !,+
?,., P .t. St / •' r?}, ?. 7 t-r. 1. r,., ;,,r. I!
?r C y iMaB 1 .•? VaB Va6 <? I
i,5 t ('? rr a `'? t MaC?Ma Cc6. tt w McC2 CcB:
M?..,? ? ci i1?11 yr" ce ?: a. ti Es %+
t r: Iyl? T MaC
a,`? Mr[i7 CeB2 ?1
Co t r. «•1 r L `,lam `' qPB i t Ma6 qpB• „lr.., ? dC
Ch } Jt°? ?Y - i j f'•t r" rMB2 amr^"' ?` 'I
Lt a E1 w, MaB^ Wit. f r . ??? VaG a "' Ua6
• *;? r1 .? Ma6 { " '? "•. f•• - V ?? Va8
?/f t Cc6
I 1 tl r/ 1 • `-we a6 ?e rN ? ' ? C?? S 9': I„ ej ? t . ?t ??b Frr ??? j - ., ? /r( { •." ?t ?r??'i ' ?JId
C .::r " r 1.r . r ':' Val L•.?+ bc6 ...l:Ge?? `+ 4 '
a < r APB U I h s i VaD CCH
C C°a Q I APC
i CcB
h. '. J1a[) •'CeC CcD ,/ APB \:, Cc8 e 1\
11 tC ,? yM11aC ± jC .< APC r' t ApQ < rr ?Pr6 Ce81
F ?It?l. Ct? F` ,' ?} . -.-? ,?uC? r _? •(i, r CcQr vaB : ,, ? r '
CCB i r / y t t ?'.
Co •! { r? Y 11d CcC ,;, t CFD
Cr6 r WAD
ZC' G Ce8 C :- CeB2 C o 4 '.,•:, r CcD?
Chlr ?' ? t-
,.' Cc8 1r \ ?`?? \O ApB •. EnC-
jjj .t \ Hp;; \ CCB
CeC'l Mtr (i?
y Cc8 CcC ApQ _ EnD En8 Cc B2 r `
r t14?1? c? \. 1
CCD
r. Ch CcC Cc6 fAh[32 CrB'"
-•?., Cc8
7 s APB fh WkD / VaB' 7 rt. h7 r7 .--
Cr' EnB ?r c CeB2 ' , f'b
ApC Cq r Co
r ;i .CeC?j I CcQ \VaB < ?' Et) D' r ;. 1«y
17 v CcC r WkD CID i { ti !tt n`
E n C gr' '
Ch Ch e B ?rtC', ^f EnC
Y HhL
Cc DrB Cr8 En6 CrBI 1f ??^^?+ {r.
8 ,GcG ') , F rL F,..[
^ G EnC
'"\ '?? j• En8
.. 1hH2 a': ?"
EnC ?u11 r YI
HE' -.. Y Ch, Enl. r r 1 .
PC - Ch CrB - / 1
En6 , ?" ?
CrC
APB... _ _ h1hB. r?• Lr ,
Ir Ct X i
Cr8 C ?Ch? ? V9' h1rn2 MhB2 Ertf r, tl`t.; i1-
./ Cr6 En8 EnP f, .
Ch f' Fl Mh82 c r T
?_ EnF3 ?? ?? ?V' F {• ?- ?. Ir{3 '? r,.. E?Ct I? t,aC ti 1 r
JAMESTOWN ENGINEERING GROUP, INC.
C 117 EAST MAIN STREET
JAMESTOWN, NC 27282 SHEET NO.
' I ina
PROJECT: l-.JP?'j,r_ (7LCrK S62 DATE: S? foS-
COMPUTED BY: L? CHECKED BY: PROJECT NO. Zcd3'o°I S
L.E,jui-1{ of -olD _ I?oAo &)b. Ucb-,f 2? - 6,0 2 A.
co t- Errs e 3coo SF /"r = 13,7 -1 4,--
00 - A-

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Walnut Creek Date: 10121/03
Applicant/Owner. Orleans County: Guilford
Investigator: W. Overby, A. Rollans State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Mix-Pine-Hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Upland
(If needed, explain on reverse.) 1 11
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus viriginana Tree FACU 9. Pinus echinata Tree FACU
2. Liriodendron tulipifera Tree FAC+ 10.
3. Liquidambar styraciflua Tree FAC 11.
4. Juniperus virginiana Tree FACU- 12.
5. Rubus argutus Herb FACU 13.
6. Acer rubrum Tree FAC 14.
7. Lonicera japonica Herb FAC- 15.
8. Quercus alba Tree FACU 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 40
Remarks: Much of upland in pasture (fescue) or cultivated field .
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
_ Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Sediment Deposits
_ Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: N/A (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: N/A (in.)
Remarks:
11 __J
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Walnut Creek Plot ID: upland
SOILS
Map Unit Name Drainage Class: Well
(Series and Phase): Enon Field Observations
Taxonomy (Subgroup): Ultic Hapludalf Confirm Mapped Type? x Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-4 Ap 10YR 4/2 Sand Loam
4-12 Bt1 2.5Y 5/4 Sand clay loam
12+ Bt2 10YR 5/8 Clay
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
X
Hydrophytic Vegetation Present? Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes x No Yes x No
Hydric Soils Present? Yes x No
Remarks:
L- I
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Walnut Creek Date: 10/21/03
Applicant/Owner. Orleans County: Guilford
Investigator: W. Overby, A. Rollans State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Riparian wetlands
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: wetland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Ligustrum sinense Tree FAC 9.
2. Liriodendron tulipifera Tree FAC+ 10.
3. Liquidambar styraciflua Tree FAC 11.
4. Microstegium vimenium Herb FAC 12.
5. Smilax rotundifolia Vine FAC 13.
6. Acer rubrum Tree FAC 14.
7. Woodwardfa areolata Herb OBL 15.
8. Salix nigra Tree OBL 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100

HYDROLOGY
Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
x Saturated in Upper 12 Inches
Sediment Deposits
x Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 0 (in.) x Water-Stained Leaves
x Local Soil Survey Data
Depth to Free Water in Pit: 0-12 (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 0-12+ (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Walnut Creek Plot ID: wetland
SOILS
Map Unit Name Drainage Class: Poorly
(Series and Phase): Worsham Field Observations
Taxonomy (Subgroup): Typic Endoaquult Confirm Mapped Type? x Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-5 A 10YR 5/1 Sand Loam
4-15 Bg 10YR 6/1 10YR 5/2 Common/Distinct Clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
x Aquic Moisture Regime x Listed on Local Hydric Soils List
x Reducing Conditions x Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
L-
I
WETLANDS DETERMINATION
X
Hydrophytic Vegetation Present? - Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? x Yes _ No x Yes No
Hydric Soils Present? x Yes _ No
Remarks:
L- .1
06106LI
°V Soil & Environmental Consultants, PA
236 LePhillip Court, Suite C • Concord, North Carolina 28025 • Phone: [phone] Fax: [phone]
www.SandEC.com
June 14, 2005
S&EC #5-1325w1
US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Andrea Wade
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
NC Division of Water Quality
401 Oversight/Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Blvd
Raleigh, NC 27604
Dear Ms. Wade and Ms. Karoly:
Our client, Parker & Orleans Homes, requests the use of Nationwide Permits 12 and 39 for the
proposed "Walnut Creek" subdivision in High Point, NC. The applicant is Jeff Guernier with
Parker & Orleans Homebuilders. A signed agent authorization accompanies the enclosed
preconstruction authorization. As proposed, Walnut Creek will result in the construction of 200
single-family homes. The subject property, approximately 74-acres in size, is located west of
Barrow Road across the street from SW Guilford High School. The approximate property
boundaries are shown on the attached USGS Topo Quad vicinity map. Surface waters on the
property flow to Oak Hollow Lake in the Randleman Lake watershed/Cape Fear river basin.
The applicant proposes permanent impacts of 148 linear feet of stream channel for construction of
the project. Of the proposed stream impacts, 133 linear feet are proposed to a perennial stream
for a road crossing. The additional 15 linear feet of stream impact is requested for temporary
impacts for sewer construction. Both uses are exempt under the Randleman Lake watershed
buffer rules. Andrea Wade (USAGE) has reviewed stream and wetland features on the property.
Approximately 0.04 acres of wetlands (1174sf and 548sf) were previously impacted. Those
impact acreages were below notification thresholds. No other impacts are proposed for the
project. The project will follow local stormwater requirements. The enclosed site plan has been
approved by the City of High Point. Enclosed with the completed PCN are proposed impervious
calculations from the project engineer.
Attached please find: 1) A completed Pre-construction Notification 2) signed Agent
Authorization Form, 3) USGS topo quad vicinity map, 4) Guilford County Soil Survey map, 5)
Construction plans, 6) Engineer's impervious calculations, 7) Wetland data forms, and 8) 401
processing fee.
Sincerely,
(Wendell Overby
NC Licensed Soil Scie • t
JUN 1 5 2005

Greensboro Office: Raleigh Office:
3817-E Lawndale Drive 11010 Raven Ridge Road
Greensboro, NC 27455 Raleigh, NC 27614
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
LL?
Office Use Only: Form Version M 2UP2
0
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A.".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12,39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on p We
D
4), and the project is within a North Carolina Division of Coastal Mana
Environmental Concern (see the top of page 2 for further details), check here:
SUN 1 5 2005
II. Applicant Information
DENR . WATER nU? 11 B?tCH
1. Owner/Applicant Information \01wDsWO
Name: Parker & Orleans Homebuilders (Jeffrey Guernier)
Mailing Address: 720 West Main Street
Jamestown, NC 27282
Telephone Number: 336.454.0334 Fax Number:
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: Wendell Overby
Company Affiliation: S&EC
Mailing Address: 236 LePhillip Ct
Suite C
Concord, NC 28025
Telephone Number: 704.720.9405 Fax Number: 704.720.9406
E-mail Address: woverbyna,sandec.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Walnut Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): ACL-95-7082-1130, 11, 12, 13 & 490-1-204
4. Location
County: Guilford Nearest Town: High Point
Subdivision name (include phase/lot number): Walnut Creek
Directions to site (include road numbers, landmarks, etc.): 140 exit 210 (Hwy 68). Go south
2.5 miles to Willard Dairy Road. Turn right go 1.3 miles to Barrow Road. Go left (south)
0.6 miles on Barrow Road. Site on right.
5. Site coordinates, if available (UTM or Lat/Long):79°59'42"W, 3612'50.43"N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): Oak Hollow Lake
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/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: Site predominantly supports pasture former agricultural
uses. Residential development and a high school (SW Guilford) near property.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Heavy equipment will be used to site prepare and grade for construction of single family
homes. Roads, water, sewer, etc. will be constructed/extended for project.
11. Explain the purpose of the proposed work: Construction of single family homes and
amenity center. Use of upland areas for building requires stream crossing.
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.
Prior impacts to wetlands have occurred under Naitonwide Permit 39. Impacts (.04 acre) were
under notification thresholds.
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 for project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Temporary stream impact due
to sewer crossing. Impacts to perennial stream for road crossing.
Page 7 of 12
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* 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://wwww.fcma.cov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.04
Total area of wetland impact proposed: .04 acres previously impacted
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
S-1 Pipe 133 UT Oak Hollow Lake 7' Perennial
S-2 Temp 15 UT Oak Hollow Lake 3' Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.nov. Several interact sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.lnanquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 133 permanent, 15 temp
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A N/A N/A N/A N/A

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 8 of 12
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Three detention ponds proposed
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Stormwater requirement
Size of watershed draining to ponds: 53.6 ac Expected pond surface area: .73 ac
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
S&EC has met with Andrea Wade of the USACE regarding impacts. Impacts to perennial
streams are less than 1501f and perpendicular. Previous impacts to wetlands (.04 acres).
Proposed stream impacts for sewer construction (temporary) will follow NW 12 general
certifications.
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.
Page 9 of 12
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http:/ih2o.enr.state.ne.us/ncwetiands/stnn.ide.htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Proposed permanent impacts to perennial streams will be 1331£ Fifteen if of temporary
impact to perennial stream for sewer crossing. Previous wetland impacts of 0.04 acres.
Applicant contends avoidance of perennial stream and Water Supply/Randleman buffers
serve as mitigation for proposed impacts. USACE rep Andrea Wade has visited site and
reviewed stream/wetland features.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wm/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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Page 10 of 12
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify)?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact S-1
(square feet) Impact
(square feet) Multiplier Required
Mitigation
1 3 0
2 1.5 0
Total 0
Lone l extends out .3U feet perpendicular from near bank of channel; Lone 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.
Road crossinu and sewer impacts exempt uses to Randleman Buffer. We understand buffer
impacts approved by local municipality (High Point).
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Page 11 of 12
Engineer has provided attached impervious calculations. Proposed impervious percents will be
27%. Local stormwater requirements to be followed.
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.
Project to be served by existing sanitary sewer. Most of sewer infrastructure existing on site.
One extension to be constructed for project.
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
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signa re Date
(Agent's signature is valid only if n authorization letter from the applicant is provided.)
Page 12 of 12
04/20/2005 12:01 7047209406 S AND CC PAGE 02
Soil & Environmental Consultants, PA
2315 LePhiliip Court, Suitc C • runcmd. Nosh Carolina 28025 Phone: [phone] • Pau: [phone];
-w.sudEc,Com
ml
AGENT AUTHORIZATION FORM
Nia =
Addm
Phone: 336 Y.
Project Name/Description: 1114ri /'q I'll
Date: q
The Department of the Army
US. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: „Andrea Wade-
Field Office: Raleigh
Re: Wetlands Related Consulting and Peruuttirlg
To Whom It May Concert:
L the current ro iU owner, hereby designate and authorize Soil &c Enviw=ental ConSultanM Inc. to
act in my behalf as my agent in the pro,",siing of perudt appliraticons, to furnish upon requ
su kdental info tion in support of applications, etr. from this day forward. The ,,.,L?i'- day of
This notification supersedes any previous coatsPondence concerning the agent for this project.
NOTICE: This aut4torization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when Acxompawcd by S& EC staff. 'You should call S&EC
to arr=ge a site mrtin g prior to visiting the site.
//e `
%
Print Property Ohs Name
O>i?n S Suture
Mrs. Cyndi Karoly Mr. Wendell Overby
NCDENR - DWQ Soil & Environmental Consultants, FA.
2321 Crabtree Blvd., Ste 250
Raleigh, NC 27604.2260
crnsboro Off9rer
3817.E Lawndalc Drive Hickm Ar_?`Olfie?
Raleia Officer
atwcnsbor% NC 27455
Ph 612 622 Conn ninell
la NC n a; 28r,681 (are
C 23
1 11010 Raven Ridge Read
onc: (336) 54068234
Fax: [phone] ,
Phone; (829)
8 U4Sh, NC 27614
Paz; [phone] Phone [phone]
Fax. [phone]
Z0/Z0 3E)Vd SNd3-1210 0EZ0V9V9EE 00:VZ 900Z/8Z/V0
0
' ? ? In? g? ? ° 1. ..? ., ,? ,mil ??•. l`??_.
/('? ,?=J?` ^ ? ;:•'? ?' <, ?) soy ?.
>
SOO
p?
V ?
'? ? l?/f r ? ? . . 30p '
DSO ? J ,
1. r--?=??; ?? ° •ti , - ..?:_ ..,.? 1
00
/57
8* w 71:
Name: GUILFORD Location: 036° 02'58.6' N 079° 59'38.0r' W
Date: 5/112005 Caption: Walnut Creek SID
Scale: 1 inch equals 2000 feet
Copyright (C) 1997, Maptoch, Inc.
GUILFORD COUNTY, NORTH CAROLINA - SHEET NUMBER 25
foaC Ma6
f
t 1 ;M?, Ch t?fl. MaB .?CCB 1 '-r CrB Cc8
x
McC2' V
d war t a + , r .r r i r.. _ I tdcC2 :r' VaB r,?M f' {., ? rCc . cc fA:,
{ }. 1 J 3zT 'c ? t '?IaE "•, y MSC CrB iMCC2 MaQ e. ? r
i.: y S. r: ?`?' , ?E7.; t ''r I r 7:?M • ?„ ?ety -W AP.B ? .. ' ?
,` iCcB
t? .G t > t.n. v al' C.l `:.CcB c62 . Va8 4 ' gig
cQ Q• Fr,y. CrQW _ r? t. L V Sr t G ?itl?' 0'l, Va8'j
w` V
:C2 i r CrB v t? r4.ri.frr If.r ?`n 1t zS-Va W r. '? Atf r fit!
., -r•^?-v ' tt. P p. Ma6v: ?,rr• .APQ. y t t? ?.
_ r,'f„j >4?J y I .?
yeyl?,rf' ,{ f ?r 1 ?y tn` t f z` r'e t 1 i r?,N' f{ ?x? i gr. MCC°.? i.Fi r t '?...; r "{ CeB 1 F+rr..
?7r i ?`A `# ' F F"n 1'?'??? 7' ?K r4iY h? f+f 2•`?.?v ?y i,o'?,,. ..t..ri : ? Va6 ?i Cto```" i 11gB ?. ? ??
?. la ,f?'? 1 fw??'?t. y.•F r..S: , ' ? ?ht ?.., ` > ? v ? r,ctt ???.y?4 , '
t f M„Yn sf Wk y J i r, Va
y. 1 i?Cr Fla CIf3 iµ9 •+ ?,+djdY .? f?7 C ?O6 Cc6 c, e 1 z
I, fl l k ,: ? ?c ?. 4ic Y k?r `ti i' 4+M+aC ri R ? S" CCB aE ,1`4? J S pty ? Ci
kk , r O '' ? / t
1i t`Y2., a t ,+ t. ? .a t ? Wk ? , t ?',I, ? Va8 Yoe 3? +? CL7? E;
n r c 44 "` APD
t
,77 w Yn?
M
K*n? ,t t ???; rir , yrr j e ? aC a6
•Va© r t T:i i i-r•
CtQ
<ti ?Y ? k ? ?? e , J ii•i s? Co Md ep? ' c?aff'e Ma _ ,. 1 n ,q,. r tvtae ^ttD '? 1 r !?. .
y j
Va Q'
() e ( ?? G Ma8
1 re C7tS Md i. 1T 1 r , , e? i } MaC Me82 Vz?
B q t S ` f C
°' t kC i ?? \ MaB i ,4 Va Ce82
! ?" 41;'P :j r ??•. K/aC', B N Va©.- cc,?•.Ma )
r rj r' 5: .?7}F 1 {.+. \ e a ?`?9i f 'Ir l-t Crl; ..
X? ; McC2
,5 v`- ( 'a `'? i MaC` Ma °CcB. S t CcB'
t. 2 i.
M'D?' ! ear' f ? ? n , te}??. ^?1?? Sr MaC 3 ti.? -. a? ce '„' Mr.F37 .'#,.CeB2 ??(, Es
Ma6 a APB. Co +F t bE
L;lp
\C + '4 .k 'ys MaB J 4 Vl VaB
f• 1 b r.y C/ f(? ; r S 'i ' ?vld' \ .
a r '{? CEO m i?a6
qB
\ S' B r+!' ?
t 1 ? ,+t t7 F. f' v I ?; i ,:? :,Va t W /Ce
S cr, srcB Y ?Z
APB VaD , {.:CcEI ?,?.
C CoFS r e APC CeB Ce62
h t +s ,l ,. 7 a[) ..C?C CcD ,/ APB r,, r `• CcB a 1
1. f1?C MaC i. ! 4Ch ,' APC tc qP6 er r ` f?PrB CeB1
+ t r i,
?t f p? ` x _ t CCQ ?CC?+ J r Ccuo VaB (. ?`.' qo. f z.
Co •! e? r? Y tdd CcC i CcB CFp } tr 1 t ` h s .,•
c .. " •C`cD• r r .G
t _y-•
,C?? `L• T t'-t? y CeC ` ' ?t-? k ,;??C '`*rO t Cr6 ( N%kD t C~ }.?- nc
Cc6 Cc CeB2 c, a t cD?
VaC
ell
r /' r
Cc8
Ix
Cc8 ?\ \CeC? -CcC APB
?7; EnB t;? y.• { art- {.
cD
GtG
i CcC 1.: L Mhi32 ^ d -
' Ch CcB Cc CrB," f
:.5 3 APg
APC Cq v CeQ EnB ?r e Ce82 t, t!i
n ' ?.CeC'1 j ? CcQ ?-Ya6 " ? «•r En D,/ r f ?"xK.......??'.
3; , 1 r.. ?'• `. .; ,?? WkD f+.Jr ft?k1'
°' CcC CrQ
? -EnC ? ? j• S-f. "• 4 ? u
Ch' e fl EnC 1'+•.
EriGt
ECrB ?,?f ....•?F l? r.:L
CrB
%
Cc8 oG / f'•' r pr
G I G CrB r fit H, EnC
./ /•. / ? ,, null .
C \ EnC ! 1
P Ch Cr8
CrL:
' r•?. L' r
IrB
CrB CfC a R r."hR2 MhB2 [rtt+ r '
C Chl+ Cr8 - EnB EnB
Ch "•'?µ? fv ?MhB2
. L
JAMESTOWN ENGINEERING GROUP, INC.
C 117 EAST MAIN STREET
JAMESTOWN, NO 27282
I I
PROJECT: 1?./A-L,.?U7 &L CK SAD
COMPUTED BY: -1-112 6 CHECKED BY:
SHEET NO.
DATE: ??SfoS
PROJECT NO. Zcd3-015'
of (Zones _ loAo kk- u b-af 21 = 6,0 2 A(-
co L-ar5 e 3coo sF /"r = 13.7 -7 +t-
?cOL-
' Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Walnut Creek Date: 10/21/03
Applicant/Owner. Orleans County: Guilford
Investigator: W. Overby, A. Rollans State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Mix-Pine-Hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Upland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator . Dominant Plant Species Stratum Indicator
1. Pinus viriginana Tree FACU 9. Pinus echinata Tree FACU
2. Liriodendron tulipifera Tree FAC+ 10.
3. Liquidambar styraciflua Tree FAC 11.
4. Juniperus virginiana Tree FACU- 12.
5. Rubus argutus Herb FACU 13.
6. Acer rubrum Tree FAC 14.
7. Lonicera japonica Herb FAC- 15.
8. Quercus a/ba Tree FACU 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 40
Remarks: Much of upland in pasture (fescue) or cultivated field.
HYDROLOGY
_ Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
_ Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: N/A (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: N/A (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Walnut Creek Plot ID: upland
SOILS
Map Unit Name Drainage Class: Well
(Series and Phase): Enon Field Observations
Taxonomy (Subgroup): Ultic Hapludalf Confirm Mapped Type? x Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-4 Ap 10YR 4/2 Sand Loam
4-12 Bt1 2.5Y 5/4 Sand clay loam
12+ Bt2 10YR 5/8 Clay
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
X
Hydrophytic Vegetation Present? Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes x No Yes x No
Hydric Soils Present? Yes x No
Remarks:
L- I
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Walnut Creek Date: 10/21/03
Applicant/Owner. Orleans County: Guilford
Investigator: W. Overby, A. Rollans State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Riparian wetlands
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: wetland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Ligustrum sinense Tree FAC 9.
2. Liriodendron tulipifera Tree FAC+ 10.
3. Liquidambar styracitlua Tree FAC 11.
4. Microstegium vimenium Herb FAC 12.
5. Smilax rotundifolia Vine FAC 13.
6. Acer rubrum Tree FAC 14.
7. Woodwardia areolata Herb OBL 15.
8. Salix nigra Tree OBL 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100

HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
x Saturated in Upper 12 Inches
Sediment Deposits
x Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 0 (in.) x Water-Stained Leaves
x Local Soil Survey Data
Depth to Free Water in Pit: 0-12 (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 0-12+ (in.)
Remarks:
• ' Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Walnut Creek Plot ID: wetland
RMI S
Map Unit Name Drainage Class: Poorl y
(Series and Phase): Worsham Field Observations
Taxonomy (Subgroup): epic Endoaquult Confirm Mapped Type? x Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-5 A 10YR 5/1 Sand Loam
4-15 Bg 10YR 6/1 10YR 5/2 Common/Distinct Clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
x Aquic Moisture Regime x Listed on Local Hydric Soils List
x Reducing Conditions x Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
IL-
11
WFTI ANnS nFTFRMINATIM
X
Hydrophytic Vegetation Present? - Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? x Yes _ No x Yes No
Hydric Soils Present? x Yes No
Remarks:
1' N, Wetland & Stream Impact Map
1 I I I l 1 \? \\ ?? , g s i (\ \ I i, PARKER ORLEANS HOMEBUILDERS
73
f ( FOR
`? / ( 1? k ` , / I I I l \ ?I I } i WALNUT CREEK S/D
17 1 1(LF (J I ?J 7/ ( J 1???/, ?I ?IIII ?/ BARROW ROAD
°'` j CITY OF HIGH POINT
1 } I \ `?/ g1 I 1 ?1 I }J? } / / ///// II `I GUILFORD COUNTY, NORTH CAROLINA
1 2 V a
00' 100' 0 200' 400'
?? \\ \ ?; / ! r (!/ !III 1 1 11 1 J < / \2
SCALE: 1 = 200
, Sheet 1 of 2
??` Q ?, OVERAII SITE
t k \ \\ 31 r ` / J I
B' '//
4 t / 19? ?,? ., 'oll
//!/iii?G! I t t l ? I I I ` ?\ \\\\ 11 \? \\\ \?\J \\ ??,?
11 <HV //?/tt J I } \ \
151 \ /? ± ` ' \\\\ `\\\\\? ? \ \ \\ \\'`\ \? ? \ '..
/
?a SO \ \ l I \ 1 - \ \ 1 l \ \ \ \
goo 5 i Nnrl\ \ \ / -- , \ . ; \?\ \ \ \ \ ,\, ,I \ \
?UU \ !.. 2 ?7? H `, // - ? ?- ?\ ?\ \ 1 1? \ 1\ 11\ \ ?RfiVI6 11?AC? \ _ 1
m ( l
\ \11J `(I I( ?- ,? 7 - V ; - - \ `\ \ \ I \ \ \ ,,174• SF?I4EAANf?
SE OF
T. Wql;NC)S
- -
\\ 1 \ \ \ t / Ilt? ?{ I / (6') / ?/ Tom' 74d
/ ! 1 \ \?? 3g 37 59 V 721 / / / /1$ © ? ' I
, ? t• I 1 13g
PEASS
i I ? Jtlt ? Itl? I , \ ? / 93 h P 1 II O
I 1 I 2 19I I 9g 0
-...? ?? J? 7 50 W ( J 47
( I 1 } 113 \ A ?0 A 131 1 I 9g 9 I• 5 ! ?? I
J ? ? ?l??l l ? 1 } I I I ? / I 1 e ? \ ? A I ? \ ? ? ?
I .? I I ! ? I } ? t 1 !rl
Pr Pe
It?1 ]]I III I 4 _'°_ Q I
f t •I I I `J,-.i::: :/i.: 22 2i 19 1g I I 14 1 ?. /
t t •' ! t l ;frr }'.iX. \ 34 O 37 31 9 ?e 27 pg! 163 7, O 11 / ,? ` \ /
7 T / / / \
i \

140?Mg VaYMMIS mN ON12111
u ivno U31VM 2lMG
5001 9 I NnP
Q ?? ?aauS
,05 = «L :3WOS
,oot os o sa .os
VNMHVO H1dON `,dN(100 cniojiIno
1NIOd HOIH AO JkilO
GVOb MOMve
a/S >133dO 1nN-IdM
ao4
SdE(TI 93WOH SNV3?d0 d3?NVd
dour }Oodwl woa.I}S 1V PUDIIGM