20041895 Ver 1_Complete File_20041124

W A -r RQ
CERTIFIED MAIL: 7003 3110 0003 6489 8025
Return Receipt Requested
Mr. Roger Hunt
Pierce Homes of Carolina, Inc.
222-6 Swing Road
Greensboro, North Carolina 27409
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
/
I O
Januar/2005
DWQ -1895
Guilford County

APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Hunt:
You have our approval, in accordance with the attached conditions, to place permanent fill in 125 linear feet
of perennial stream, temporary fill in 80 linear feet of perennial stream, and permanent fill in 0.19 acre of
wetlands in order to construct access roads, utility line crossings, and stormwater treatment ponds for the
Reserve at Rock Creek residential subdivision on property you own located on McConnell Road, Guilford
County, as described in your application received by the Division of Water Quality (DWQ) on November 24,
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:/ih2o.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 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
certification, as well as the additional conditions listed below:
1. A final, written stormwater management plan for treating runoff from the Phase I Townhomes project
area shall be approved in writing by this Office before the impacts specified in this certification may
occur, per condition No. 4 in General Certification 3402. This stormwater management plan must
include plans and specifications for stormwater management facilities that are appropriate for surface
Ne Carolina
Aoaturailk
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 Intemet httall:h2o.enr.state.nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Mr. Roger Hunt
Page 2
January 10, 2005
waters classified as Class WS-N, NSW and are designed to remove, at a minimum, 85% Total
Suspended Solids according to the most recent version of the NC DENR Stormwater Best Management
Practices Manual. Also, before any permanent building is occupied at the Phase I Townhomes site, the
treatment facilities (as approved by this Office) shall be constructed and operational, and the stormwater
management plan (as approved by this Office) shall be implemented. The structural stormwater
practices as approved by this Office, as well as drainage patterns, must be maintained in perpetuity. No
changes to the structural stormwater practices, either for the Phase I Townhomes site or for any other
phase of the project shall be made without written authorization from the Division of Water Quality.
This stormwater management plan must be submitted to the Central Office of the Wetlands/401
Certification Unit in Raleigh within 60 days of receiving this letter, otherwise the approval of 401
Water Quality Certification for the above referenced stream and wetland fill is withdrawn.
2. Utility lines shall not cross a stream channel at other than a near-perpendicular angle (i.e., stream
channel crossings shall not be at an angle less than 75 degrees or more than 105 degrees to the stream
bank). Any wastewater line that crosses any stream shown on the most recent version of the 1:24,000
USGS topographic map, NRCS (SCS) County Soil Survey, or local government stream network map
approved by the Division of Water Quality, as perennial or intermittent shall be installed with no joints
connected within the footprint of the stream channel or within 2 feet of the stream banks. Otherwise,
written concurrence from DWQ is required prior to installation. Impacts to streams and wetlands caused
by utility line crossings shall be temporary. No permanent fill such as gravel or riprap shall be placed in
any stream channel or on any stream bank. Where excavation of stream banks and channel is necessary
to install utility line crossings, the spoil generated shall be returned to the banks and channel in order to
repair the impact. If additional material is needed, it shall be of the same general composition and
texture as the spoil. Wetlands impacted by utility line crossings shall be returned to their pre-impact
condition.
3. Energy dissipation and sheet flow must be provided for all discharges of water from stormwater
treatment ponds before such discharges reach stream channels or wetlands. Where riprap is required for
energy dissipation and scour protection, it shall be limited to the minimum dimensions specified by
appropriate engineering calculations.
4. If concrete is used with any fill material, it shall not be allowed to come in contact with surface waters
until it has cured.
5. 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 Wetlands/401 Certification Unit of the NC Division of Water
Quality at the address listed on the form. Along with the Certificate of Completion, please send
photographs upstream and downstream of the culvert site to document correct installation.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
Mr. Roger Hunt
Page 2
January 10, 2005
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
Chris Huysman, Wetland and Natural Resource Consultants, P. O. Box 224, Newton, NC 28658
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
SUBJECT:
Facility Name
Regional Contact:
WQ Supervisor:
Date:
Daryl Lamb
Steve Tedder
WETLAND STAFF REPORT AND RECOMMENDATIONS
Reserve At Rock Creek c/o Pierce Homes of
Project Number 04 1895
Recvd From APP
Received Date 11/24/04 Recvd By Region
Project Type residential
Certificates Stream
Permit Wetland Wetland Wetland Stream Class
Type Type Impact Score Index Prim. Supp
County Guilford
Co u nty2
Region' Winston-Salem
Acres Feet
Basin Req. Req.
39 Stream P-7- -@)N F_ 16-19-(2.5) WSIV NSWCA 30,603. 0.19 205.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? *Y ON Did you request more info? OQ Y ON
Have Project Changes/Conditions Been Discussed With Applicant? OQ Y O N
Is Mitigation required? O Y * N Recommendation: O IssueO Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 360237 Longitude (ddmmss) 793635
Comments:
Site visit was made on January 20th in 2004. The site encompasses 182 acres and is currently -
mix of agricultural land (-40% of the area) and forested areas (-60% of the area). The proposed
project is a large residential subdivision which will contain 455 r Gid ntial units consisting of both
ogle family homes (815 knits) and townhomes (140 units). The wetland delineation map provided
by the applicant, and approved on August 25- 2004 by Todd Tugwell of the U.S. Army Corns of
Fngineers,depicts seven streams and numerous wetland area on the project site. The nearest
named stream is Big Alaman .e Creek which is classified WS-IV, NSW and is a tributary of Lake
Mackintosh All perennial waters on the site are tributary to Big Alamance Creek and are therefore
subject to the watersupply watershed regulations of 15A NCAC 02B .0216. As required by Guilford
Coi y's watershed ordinance.. all mapp d perennial waters onsite are subject to 100 foot buffers
(high density development), The proposed impacts are requested to allow the installation of sewer
lines-provide stormwater treatment, and to provide access to buildable lots,
cc: Regional Office
Central Office Page Number 1
Facility Name Reserve At Rock Creek c/o Pierce Homes of County Guilford
Project Number 04 1895
Comments (continued from page 1):
Regional Contact: Daryl Lamb
Date: 1/7/2005
Proposed pacts consist of fill to 205 If of perennial stream, of which 125 If are permanent and 80 If
are temps?ra[y and 0.19 acre of wetland s. The impacts to streams are to allow grading and fill for
construction of stormwater treatment po nds and access roads (permanent imps) and for sewer line
r..rnssing,; (temporary impacts). The app licant is req ,? esting that the USACE authorize these impacts
under ;Nationwide 39 permit- The USA CE is not requiring comp2nsatory mitigation for any um pacts,
The permanent impacts to perennial wat ers are less than 150 If. Conditions will be placed in the 401
authorization to mandate that all impacts to streams associated with the installation of sewer lines be
temporary and that no permnanent fill su ch as gravel or rip rap be placed on the banks or in the
channel of any stream at these crossing s- onv r ation with the Guilford County Planning
Department. concerning
the application of their local stormwater management ordinance to this
.
d that this site is part of a
project, reveal larger parcel which is sunder a consent decree issued by the
e
courts in 1993, Under this decree, Guilf ord County has lost virtually all regulatory authority to aply
and enforce environmental requirements under their local ordinances at this particular site. So'
basically Guilford County is not able to a pply the requirements of 15A NCAC02B .0216 to this project.
None the less, the applicant has made a n acceptable effort at avoidance and minimization. Stream
and wetland impacts are relatively minor , 100 foot vegetated buffers are being maintained along all
perennial streams- and deed notifiration s will be placed on all lots within 50 feet of all waters not
otherwise protected by buffers. The app licant proposes to build nine stormwater treatment ponds,
most of which will be off-line in upland ar eas. Those that are on-line will be built on reaches of
streams above the point of significant aq uatic resources as determined by the USAGE. Stormwater
pond construction will impact 125 If of p .rennial channel as determined by DWO. The overall project
site has -28% impervious area at propos ed buildout of all phases. However, the townhome section of
the project is a higher density sub-develo pment and will contain -48% impervious area at buildout.
Per the conditions in WOC #3402, a sep arate stormwater management plan, to address treatment of
runoff from the townhome site, will be re quired as a condition of 401 authorization. The applicant will
be required to submit this plan to the Ce ntral Office for review and written approval within 60 days of
receipt of the 401 authorization.
cc: Regional Office
Central Office Page Number 2
Triage Check List
Date: Proje6 t Name:
PV_474?40e 6?2 DWQ#: ' C
?? a
County:
To: ? ARO
? FRO
? MRO
? RRO
From: Ct r1 `Z
Tom Steffens and Kyle Barnes
Noelle Lutheran
Daryl Lamb
lone : (919)173_3 - f(27
s3.
Kevin Barnett ? WaRO
Ken Averitte EI=WiRO
Alan Johnson CojSRO
Mike Hor
Telep]
The file attached is being forwarded to our for your evaluation.
Please call if you need asstance.
Stream length impacted
Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
mization/avoidance issues
Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
M
9 itigation 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:
C
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Ole
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WN ;t
Wetland and Natural Resource
Consultants, Inc.
November 22, 2004
Ms. Andrea Wade
US Army Corps of Engineers
6508 Falls of Neuse Road, Ste 120
Raleigh, NC 27615
t'// LL55 D
RE: USACE Action ID 200420030 1 a g NOV 2 4 2004
Reserve at Rock Creek
Guilford County, North Carolina WETLANDS AND STORIWINATER BRANCH
Ms. Wade:
?Y L? a
Attached please find an application for a Nationwide Permit 39 to construct road J, C -,^`
crossings, storm water facilities, utility crossings and building lots on an unnamed CJv`?D
tributary to Big Alamance Creek, Guilford County, in association witha residential
subdivision. The project area is currently wooded and fallow agriculture with mature
hardwoods and softwoods. Construction on the site will require impacts to 0.19 acres of
Waters of the US and 205 linear feet of stream channels; of which 80 linear feet are
temporary sewer crossings.
For the past 18 months, the applicant has been working with our office, local officials, the
NC Division of Water Quality and your office to develop the current site plan. The
preferred initial site plan incorporated 2 large on-line storm water lakes (several acres)
that would treat runoff from the entire site. During a pre-application meeting with-the
Corps it was determined that such significant impacts would require an Individual Permit.
The applicant abandoned the larger facilities and determined that they would look into a
combination of smaller on-line and off-line basins. Subsequently, we conducted a field visit
with the Corps to determine points on the streams at and above which storm water
facilities could be constructed: these points are shown on the attached plans as "pond
point". This consultation has resulted in the nine facilities that are shown on the plan. The
County approval requires that each facility be designed and approved as the phases of the
development are approved; we request that a DWQ conditional approval be written that
requires the approval of these final designs prior to impacts being committed in each
phase.
Newton Office Clyde Office
PO Box 224 wnrinc.com 217 Paragon Parkway, # 142
Newton, NC 28658 Clyde, NC 28721
828-465-3035 828-648-8801
828-465-3050 Fax [phone] Fax
The applicant is currently proposing to mitigate for losses by maintaining 100 foot riparian
buffers along maintained stream corridors.
Please call me at 828 / 320-8120 with any questions that you may have.
Best re?ards,
Chris Huysman
Cc: Cyndi Karoly
NC Division of Water Quality
2321 Crabtree Blvd
Raleigh, NC 27604
Roger Hunt
Pierce Homes of Carolina
222-6 Swing Road
Greensboro, NC 27409
Gene Mustin
Borum Wade and Associates
405-D Parkway
Greensboro, NC 27415
Newton Office Clyde Office
PO Box 224 wndnc.com 217 Paragon Parkway, # 142
Newton, NC 28658 Clyde, NC 28721
828-465-3035 828-627-0051
828-465-0050 Fax [phone] Fax
Oez 21 03 01:10p Roger Hunt 336-292-0862 p.1
C.:.T-2ri-G3 GseS2 PM W,-:P'; e23a:,Z.S??7t] P.02
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21
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rsultanants, and Natural Rosaurca
Inc.
Department of the Army
Wilmirtg= District, Corps of Engineers
Attn: Ken Jolly. Chief Regulatory Division
PO Box 1990
Wilmington, North Carolina, 28402-1890
-and-
i
NC Division of Water Quality
Atsrr John Dorney
2321 Crabtree Blvd.
Palelgh, Ncrth Carolina, 27604.2260
i
I, the current landowner of the property identified below, hereby authorize Wetland and
Natural Resource Consultants, Inc. to act on my twhad is my agent during the processing of
permits to impecc Wetlands and Waters of the US that are regulated by the Clean Water Act
and the Rivers and Harbors Act
Federal and Scats agents are auc'+onzed to be on Bald property when accompanied by Wedand
and Natural Resource Consultana, Irc. staff.
i
I Wedand and Natural Resource Consultants, 'nc. Is authorized to provide suppiemenral
information needed for permit processing at the request of the Corps or DWQ.
I
Property Owner of Record: 1 ?'??CLrr.r < ?t??PUQL>J?
Address:
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Address:
Phone Number:-
Property Location: ?? ` t C t E??- aa'
Owners Signature: A- -?O ?7CY?i 'c+ur f 7L
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Name: GIBSONVILLE
Date: 8/20/2004
Scale: 1 inch equals 2000 feet
Location: 036°02' 37.1" N 079°36' 34.6" W
Caption: Pierce Homes
Rock Creek
Name of Stream Description
Cur: Class Date Prop. Class Basin Stream Index #
Travis Creek From source to Haw C;NSW 01/01/85 Cape Fear 16-12
River
Tickle Creek From source to Travis C;NSW 12/01/83 Cape Fear 16-12-1
(Trickle Creek) Creek
Big'Alamance From source to a WS-IV;NSW 08/03/92 Cape Fear 16-19-(1)
Creek (Alamance point 2.4 miles
Creek) downstream of
Guilford County SR 3045
Climax Cr (Little From source to Big WS-IV;NSW 08/03/92 Cape Fear 16-19-2
Alamance Cr) Alamance Creek
(Quaker Lk.)
Big Alamance From a point 2.4 WS-IV;NSW, 08/03/92 Cape Fear 16-19-(2.5)
Creek (Alamance miles downstream of
Creek)(Lake Guilford County SR 3045
Mackintosh) to dam at Lake
Mackintosh
?Little Alamance From source to a WS-IV;NSW 08/03/92 Cape Fear 16-19-3-(0.5)
Creek (Guilford point 0.3 mile
County) downstream of
Guilford County SR 3073
Hackett Lake Entire lake and WS-IV;NSW 08/03/92 Cape Fear 16-19-3-1
connecting stream to
Little Alamance Creek
Causey Lake Entire lake and WS-IV;NSW 08/03/92 Cape Fear 16-19-3-2
connecting stream to
Little Alamance Creek
Lynwood Lake Entire lake and WS-IV;NSW 08/03/92 Cape Fear 16-19-3-3
connecting stream to
Little Alamance Creek
Beaver Creek From source to Little WS-IV;NSW 08/03/92 Cape Fear 16-19-3-4
Alamance Creek
Little Alamance From a point 0.3 mile WS-IV;NSW, 08/03/92 Cape Fear 16-19-3-(4.5)
Creek (Guilford downstream of CA
County) Guilford County SR 3073
to Lake Mackintosh, Big
Alamance Creek
Rock Creek From source to a WS-IV;NSW 08/03/92 Cape Fear 16-19-3.5-(1)
point 9.2 mile upstream
of U.S. Hwy. 70
Rock Creek From a point 0.2 mile WS-IV;NSW, 08/03/92 Cape Fear 16-19-3.5-(2)
upstream of U.S. Hwy. CA
70 to Lake
Mackintosh, Big
Alamance Creek
Beaver Creek From source to a WS-IV;NSW 08/03/92 Cape Fear 16-19-4-(1)
point 1.2 mile
downstream of
Guilford County SR 3111
Page 4 of 8

Office Use Only: orm Version May 2002
041895!
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L 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: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Roger Hunt
Mailing Address: Pierce Homes of Carolina, Inc
222-6 Swing Road
Greensboro. NC 27409
Telephone Number: 336 / 852 3320 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: Christopher Huysman
Company Affiliation: Wetland and Natural Resource Consultants, Inc
Mailing Address: PO Box 224
Newton, NC 28658
Telephone Number: 828 465 3035 Fax Number: 828 465 3050
E-mail Address:[e-mail]
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: Reserve at Rock Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): ACL 18-1177-174-2 PT
4. Location
County: Guilford Nearest Town: Whitsett
Subdivision name (include phase/lot number): Reserve at Rock Creek
Directions to site (include road numbers, landmarks, etc.): Take Interstate 40 east from
from Greensboro. Exit at Rock Creek Dairy Road, head south. Site at McConnell Rd
and Rock Creek Dairy Road as shown on plans
5. Site coordinates, if available (UTM or Lat/Long):36 02'37.1" Nand 79 36'34.6" 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 waterbody.)
6. Property size (acres): 182 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Big Alamance Creek (WS in
8. River Basin: Cape Fear River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.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: The site is approximately 40% agriculture and 60% forested.
One major streams, six minor streams and numerous wetland polygons are located on the
approved Wetland Delineation Man.
10. Describe the overall project in detail, including the type of equipment to be used:
The project entails the development of 455 residential units. The site plan has been reviewed
and approved by Guilford County and is in compliance with their Watershed regulations.
Impacts are required to provide sewer infrastructure to provide stormwater treatment, and to
provide access to high ground. One hundred foot stream buffers are observed through-out
the development.
11. Explain the purpose of the proposed work:
Work within Waters of the US is necessary to access high ground to develop the site. Sewer
infrastructure must cross regulated areas to be efficient and effective
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.
USACE delineation verification and stream determinations by Todd Tug-well, USACE
USACE Action ID 200420030 for signed map
NCDWO stream mpotance determinations made by Daryl Lamb, WSRO
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.
N/A
VL 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:
Impacts will result from the piping and filling of an unnamed tributaries to gain access to high
ground lot fill treatment facilities and temporary impacts for construction of sewer line.
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***
Sheet 2, Pond 4 grading 0:08 ac no 0 forested wetland
Sheet 2, Road fill 0.01 ac no 0 forested wetland
Sheet 2, Pond 2 grading 0.01 ac no 0 forested wetland
Sheet 2, Road/Lot fill 0.039 ac no 0 forested wetland
Sheet 4, Pond 7 grading 0.018 ac no 0 forested wetland
Sheet 5, Road fill 0.035 ac no 0 isolated marsh
* ! List each impact separately and identify temporary impacts. Impacts include, but are not imuted 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
,
onlineatlittT)://wkvw.fema.gov
"• List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only),
List the total acreage (estimated) of all existing wetlands on the property: +/- 1 acres
Total area of wetland impact proposed: 0.19 acres
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
Sheet 2, Pond 4 grading 125 UT Big Alamance 2 Non-mitigable/ COE
Perennial / DWQ
Sheet 3, Sewer temporary cross 80 UT Big Alamance 4 Perennial

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
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.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.ma)guest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 205 (125 permanent)
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 Wate)
( 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: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ® stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Embankment and excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Stormwater requirement within watershed. Site plan
has been approved Final designs need to be approved prior to development of each phase.
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Consultation conducted with COE in fall 2003 to construct on-line stormwater BMP's. Impact
were minimized by excavating most BMP's in high ground. Those that are on-line are upstream
of points that were field identified by the COE as significant aquatic resources. These points are
labeled as "pond point" on the plans "Point of importance" is DWQ perennial point
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
http://h2o.enr.state.nc.us/ncwetlands/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 (acreagellinear 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.
Remaining Waters of the US and 100 foot buffers will be preserved.
Permanent impacts are limited to 125 linear feet of streams.
Deed notifications will be placed on all lots within 50' of remaining Waters
Sewer crossings will be stabilized with coconut fiber fabric and live stakes.
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): 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
lx'.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Proposed Impacts on Riparian and Watershed Butlers (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 N/A)?
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
feet)
Multiplier Required
Miti on
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
• 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
XL Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Guilford County stormwater regulations apply since the property is in the Lake Mackintosh
watershed. Built upon area is 29%.
XH. 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.
Sanitary sewer outfall
MUL 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).
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
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I I ' \ \ 5HEET INDEX MAP(' DT THE GORRE5POND NG COORDIINNIATTEE TICHART5,
?I \ 5HEET 0- "KEY" SHEET
SHEET I - WETLAND SURVEY SHEET
16 SHEET 2- WETLAND SURVEY SHEET 2
t 5HEET 5 - WETLAND 5URVEY 5HEET 5
?" I b•b i f
3 5HEET 4 WETLAND SURVEY SHEET 4
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5HEET 5 - WETLAND SURVEY 5HEET 5
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.1? EIP - EXISTING IRON PIPE
Sffl 4 4
(
T?F PF-yFPVE ® ROCK GREEK
i
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.
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5HEET NO.
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O?6
PROPERTY OF: NOT FOR RECORDING
PIERCE HONES OF CAROLINA, INC.
B O R U M
WADE AND A 5 5 O G I A T E 5
P
A
222-6 SWING ROAD ,
. .
.
33 6REEN580RO,WG21409 ENGINEERS - PLANNER5 - 5URVEYOR 5
ROE; (336) b52-3320
?g 405-D PARKMT GRE06WRO, tG
X
t GRAPHIC SCALE PF b1E: [phone] FAX [phone]
•
?

' DATE: NK. 2.2004
SCALE: I
'?
I
- 400
0• 200• 40p• b00•
1200
LOT i OF PHASE: MAP:
SEC:
PLAT 8K: PACE:
TAX MAP N ALL 1111-114-2PT t IIPT DEED SK: 6006 PACE: 0922-0926
APPRoV? 17E1lNEAT1ON
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project 1 Site: Rock Creek Dairy Date: 9/16/03
Applicant / Owner. Pierce Homes County: Guilford
Investigator. Huysman. Yelverton State: North Carolina
Do normal circumstances exist on the site? Yes ® No ? Community ID:floodglain
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes ? No ® Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Datum Dominant Plant Species Indicator Stratum
1. Acer rubrurn FAC tree 9.
2. Linodendron tulipifera FAC tree 10.
3. Liquidambar styrachlua FAC+ tree 11.
4. Asimina tnloba FAC shrub 12.
5. Lindera benzoin FACW shrub 13.
6. Smilax rotundifola FAC herb 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks: Only one sp ecies is wetter than FAC.
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ? Inundated
? Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water. n/a (in.) Secondary Indicators:
Depth to Free Water in Pit: n/a in.) ? Oxidized Roots Channels in Upper 12"
? Water-Stained Leaves
? Local Soil Survey Data
De th to Saturated Soil: n/a n.
p -(i ) ?FAC-Neutral Test
? Other (Explain in Remarks)
Remarks: No hydrology indicators present.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project I Site: Rock Creek Dairy Date: 9/16/03
Applicant/ Owner. Pierce Homes County: Guilford
Investigator. Huysman. Yelverton State: North Carolina
Do normal circumstances exist on the site? Yes ® No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes ? No ® Plot ID: 10010-10016
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Saururus cernuus OBL herb 9.
2. Boehmeria cyindrica FACW+ herb 10.
3. Fraxinus pennsylvanica FACW sapling 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-), 100%
Remarks:
HYDROLOGY
? Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ® inundated
® Saturated in Upper 12"
? No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
, ? Drainage Patterns in Wetlands
Depth of Surface Water. 1_' (in.) Secondary Indicators:
Depth to Free Water in Pit: 0"fin.) ? Oxidized Roots Channels in Upper 12"
? Water-Stained Leaves

Local Soil Survey Data
?
De th to Saturated Soil: 0'(m.
P ) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Poorly drained
Taxonomy (Subgroup): Fluvaquentic Endoaguepts Confirm Mapped Type? Yes ? No ?
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-10 A 10YR 6/1 / 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
? 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:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No ?
Wetland Hydrology Present? Yes ® No[:]
Hydric Soils Present? Yes ® No ?
Is the Sampling Point
Within a Wetland? Yes ® No ?
Remarks:
/ i I I , f / ',r1
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-- - =-,i;; THE RESERVE ® ROCK GREEK
PROPERTY Or:
PIERCE HOME5 OF CAROLINA ING.
PIERCE HOME5 OF CAROLINA, ING.
222-6 5NIN6 ROAD SHEET 4/5
GREENSBORO, NC 21409
PHONE: [phone] BORUM, WADE AND ASSOC, IATE5, P.A.
-- ENGINEER5 - PLANNERS - 5URVEYOR5
GRAPHIC SCALE 405-0 PARKHAY 6REEN5BORO,NO
G PHONE: [phone] FAX: [phone]
5ANITARY C JEER OUTFALL 0 50' 100' 200' 300' SCALE: 1'=100' DATE: O0T.26,2004
GREEK GRO55IN6 LOT OF PHASE: MAP: SEC:
I° = 100' PLAT BK: PAGE:
TAX MAP r# AOL 1111.114-2PT d IIPT DEED BK: 6006 PAGE: 0922-0926
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1?7117i77277?•`?•
PROPERTY OF:
PIERGE HOMES OF GAROLINA, ING.
222-6 5WM5 ROAD
GREENSEORO,NG 21404
PHONE: [phone]
6RAPHIG SGALE
0 50' 100' 200' 300'
I°=100'
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WETLAN05/STREAM I MPAGT PLAN "D'
THE RE5ERVE © ROCK GREEK
MERGE HOMES OF GAROLINA, ING.
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VIGINITY MAP s
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%J;:'/ - ? ,? ,?. -? ; ;, , ,;;, • -., ?, ? ??` ? ????/' ? ,' u ? SITE INFORMATION 9
51TE AREA: 182.081+ AGRE5
NO. 01 MULTI-FAMILY UNITS 140 TOWNHOMES
°i r,...?, J1 1,1 t r.! It' _ rte' / ??,•:rr'•? . //'? I?' ;,\?? / \, 11` ,/ i//
NO. OF LOTS 315 LOTS
/ i • / } f ; i - 4p?oce n i caaaacnz TOTAL NO. OF UNITS 455 UNITS
t\`, \I•r •-/ \?.I .I ? lt`\ /' J _ ' !1 ? ? J ? ?/ J ?/ rr J \ ,,',11 .?? r r.:5rR5-:Jtt
I?. 1, a ( i - .l r _ : . PECIaTFUOffiF ';,.
i(.II 1 /;,! •I;I1; // rl„; - ' ', FCiKFLFFdcSM ; ZONING: PLANNED RESIDENTIAL DEVELOPMENT
ZN AX
!rp ri ?? := ! ?' ' \ J r v / ? ' La Jn °s ? \ FROP05ED USE: MIXED USE RESIDENTIAL
WATERSHED: LAKE MAGKINT05H WATERSHED - w5 I\
y'i I r / Il nAPNO.ACLOn uaP (GRITI( AL AREA - TIERS 3 AND 4)
l lI?••., ?, J . ? \ r 1 1 'f gar, I ,? ah'n:n?
i 11', aa'u vv As
,` 5?
a TAX MAP REF.: AGL 18-1111-114-2 PT a IIA
FcaEa?'t11`I ' t"' ,1r 11' ' !I! I , (/ - r'{tl,'^ ?'s DEED REFERENCE: D.B. 6006, P6. 0922-OG26
,IEAMTNF SmwRt. t": ''(' `?• `?' ; ,/': , I 2 \ , i ?I I I • 1 ; r ,\ ?, 1-'- 1 I y, -: DENSITY: 25 UNITSlAGRE (MAXIMUM)
nGS vur LI , f \ `' ?I ; r m ` 0I5TANGE TO FLOODWAY:
6wc?aE P646
CB-M4. PS.t ,.rl ?'/ t J t!;' •' j /r ,< ?' ?. tj '1 (I ;, \ GUILT-UPON AREA: -?. +29?
I NO.A160.Y,R?trii;ll?r) 501E TYPES
TAxnwuo.,uun•r
l ;il ?+, ri: , _ / f 11 ll?? !II I:I.t // //o/ i,- ? J- / r? 4 '11 ?\\.•l ?,• l' ? " ?i
/,:;'i y r„• _ J I1 c I '?/,,J ; Go - GON&AREE LOAM
(1 / \_' / ;'?/ I'( fl; ?.Y/ f ' ?? ; r' - ??Q :,!, _ .?,C • 'y?\ EnB - ENON FINE SANDY LOAM, 2-65d 5LOPE5
-. •'lr?.i,? ? \ `:. ' I ,, / '`',', I ?II It i ?n - f I- d ?` \' ?,\ `'?, ~ ?'' \
EoG2 - ENON GLAY LOAM, 6-10% GLOPE5 ERODED
?/? , _ >' ',' I / 1111' , ?'rj!I I i • + i ,/ r I (I t ?'; %'/ ??, ) :hL c' • i Mn52 - MEGKLENBUR6 SANDY CLAY LOAM, 2-&% SLOPES ERODED
\ ?uC y ?? ?/
10771
5HEE I INDEX
" ? ? ,?\ ?A ?? ? rr/ t ` J /J 4 ,?v ,/?{(r/l /r ??? ? •?' (' 4-f. .k7d +di1?}I Q ??tt !.
f i^+ t. \ C?\ ? r` /?? I ?` ?:??• \ /' ??,! ???,", l .ti ?.'-a •1/ t•? ?J J, 91 Ki •,t rl,i l ?
5HEET I N
- OVERALLq 5UBDIV1510N PLAN
SHEET 2 -WETLAND5/5TREAM IMPACT PLAN - 5HEBT NA
• /?f-: ;`•-. .^-t`""? •t1`\? . ;?1, / / /J/ v,It,.' / ,/n/ ? f.,? I , ?Jlrr tL????`
SHE A
ET 3 - WETLANDS/ STREAM IMPACT PLAN - 5HEET B
.? --?:?.?,. _, ,? ? ,,_ .- - "? ?/ ??; ? ,,;, :, • , ? , , ? ? . , .,, ?
5HEET 4 - INETLAN05/5TREAM IMPACT PLAN - SHEET uG
r/? ?1 is ti? ?;?. ? \?? ??.??- /?/1 ?, .?` J ?.. / ?•?? 1.? . ?- J /'I? /, " .I ??
ANN / SHEET 5 - WETL.AND5/STREAM IMPACT PLAN - SHEET T
,,/, iV? ???? ?,?Lvi?-. ??/ I / 9?i 11?, ,I ?, ) r.• ?• "':` .i ???/ ?.. I• I ti` i
IP - EXI5TM7 IRON PIPE PIERCE H01"i OF GAR0L1 I NG.
;NIP - NEW IRON PIPE
o-RR SPIKE - RAILROAD SPIKE THE RESERVE @ ROCK GREEK
v ';; r ?1 /; , ? ? ?.- ? ,.•• / ; NG65 MON - N665 MONUMENT
II
2 %' 'r
GP "OVERALL" SUBDIVISION PLAN
* NOR,\ /:/'il , ?•? / - GOMFUTED POINT
1. ?IrnM tHw¢?- NCbI r? PROPERTY 0F: JIIEEI (I
PIERCE FO,ME5 OF CAROLINA, ING.
I \ \ (. ,, nu L ,?,n
I!L. J - BORUM, WADE AND ASSOCIATES, P. A.
I j;
?
222-6 ear N6 ROAD
?FL?Y Il ,??? yy,?,?.\??``\.\`?,\ '•??v?`?,`,J?, ?,?,-\?_ n yzb??//-.-•.`ti\, 6REEhS?CRO,hG21409 ENGINEERS -PLANNERS -SURVEYORS
E wx E a ] rx eR Fear I 1 I -?; ??\ J, FNOhE (33b) 652-3320 405-0 PAPrrv1Y GREEN BOFO, NG
I a+ES owtz\ eta ??,,?, PHONE [phone] FAX: (33n)215-3119
Da W 676 03 4, L PGra?:- OR f OR
6AL RAAL 065 Y
MAP NO.. ALL Im-114-12 / EaE7:l AGRrtJAnAUL ti FLCAA.L RE RE5ECLA A. LIME
=400' SEPT. 30, 2004
TAawaw.fuunatwT ve.?x,VP1, 1.16 L" vatlsr6.g3, GRAPHIC SCALE SCALE: I' DATE:
m NO. KLn13 TAX MAP W. ML un1;;-31 I" = 400'
1 I 0? 2001 4001 800, LOT r OF PHASE: MAP: SEC:
( I PLAT BK: PAGE:
r\ I ?? REV. OGT. 26, 2004 TAX MAP # AGL 1111-114-2PT : IIPT DEED BK: 6006 PAGE: 0922-0926
7
i? l i ?I ? ? ; ? ,?I I ? If r? ? ? 1 ? ( -•• / / ?'/ i???/ ? ? ??/? ? III I ??
i'1 .• ? f ,, I j I i 1
I
. v!' ??,Rm/ ANENT ? I v'f
1; NET
/p T?NTION ?? I `•
\ F , NO MANENT
PN dsso?'" WETLANDS IMPACTS =
URI.SDGTIQNAC o ?, dJRfSDlZfIpN
1 T -fd 110 C I LAND ETLAN95
LIMIT CIMK i 0,04q AG
1 1'• \ '? r. ?li
r
•, \ % / ? ? ,:..,. , `, \ '°` •• ?I U ? i II \\ ,? ,? 1 '1. 1 A II 1. 1 SS\\1771:7tflrif
V POINT T I 0,F II `• V ?` , ,1 v V I 1, v a;
PORT NGE I \ \ \ ! 15TUQ)6• o AREA I '.
II ? ••` ? ? ? ? yP.;v. ? / ,, ( , J• j •,? 5 i f , 1. ? , 11• ? : / ?J, ? ,; ?' I ,: `?
? ? ` ? ';/ I ` I, l '\ ` '\ r' (? I ? f i ? I ' 'I? ? .? I I 11. .? t ,'', I i• .1. 1,x:!"'1
N LL
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POINT Zv OC{
1 -
WETLANDS/STREAM IMPAGT PLAN "A'
-- STREAM OF I MPORTANGE I MPAGTS = 25' - PROPERTY OF: THE RESERVE @ ROCK GREEK
PIERGE HOMES of GAROLINA, INC. PIERGE HOMES OF GAROLINA, ING.
WETLANDS IMPAGTS = O.Oq AG 222-6 SWING ROAD SHEET 2/5
GRE"tN55ORO, N0 2140q B 0 R U M, M A D E AND A 5 5 0 G I ATE 5, P. A.
PHONE: [phone]
ENGINEERS -PLANNERS -SURVEYORS
GRAPHIC, SCALE 405-0PAR<AY 6REENSCORO,NC
PHONE: [phone] PAX: [phone]
0 50' 100' 200' 300' SCALE: r-1co' DATE: SEPT. 50, 2004
LOT # OF PHASE: MAP: SEC:
PLAT 8K: PAGE:
I = 100' TAX MAP # ACL 1111-114-2PT 1 IIPT DEED BK: 6006 PAGE: 0422-0426
REV. OCT. 26, 2004
17
VQ?
y fFR?? ?' PERMANENT
\ r ` '? RF ?r * '? ?i V?
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FOR
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OVTF
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PUBLIG SA
5EWER`LIFT
' I, P'i6RJ5511 ' i
STATION FR?\ ANITARY NER 1
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it II ..'`- \ : ., •\\ ` \ ?'? ? `?I , , \ ? \\ ? - ,
I r - -' , \ tiff ` " T-MP. P1pE?OR GON5TRUGTI N
IJ ` \ \ ,i 11c; ; ',\ \ ?, pFrIG. TO BE INSTALL -t
r
\ •. •,, ` ;. '\ \ , ' 11 , . I "
.!N GREEK ='PfPe TO.-5E REMOVED-'
\, \ ` l
- - \ ?\ '\ \?'` I ..IMNIEDAATEL?'.AFTER 66l 5TRV6TION
\ \ t , `' , II 11 ?\ " \ USE, 15 GO?IPLETE (TOTAL STREAM I!
., i \ \ `• ` -ISTURBA(, TO BE 40' MAX
\ \ \ _ \\ \ \, `\ \ \\ 1\ \ ,, ? 1,11, ` \ \ --- - -._
SANITARY 5EWER OUTFALL
GREEK GRO551N6
','?S11USSl;;7rCl.,
il,?r t
PROFERTY OF:
PIERGE HOME5 OF CAROLINA, ING.
222-6 5NIN6 ROAD
GREENa-WRO, NG 21406
PHONE: [phone]
6RAPHIG SGALE
0 50' 100' 200' 300'
I°=100'
REV. OCT. 26, 2004
(o zG 4/
WETLAN05/5TREAM IMPAGT PLAN 116
THE RESERVE @ ROGK GREEK
PIERGE HOMES OF GAROLINA, ING.
WN:t
Wetland and Natural Resource
Consultants, Inc.
November 22, 2004
Ms. Andrea Wade
US Army Corps of Engineers
6508 Falls of Neuse Road, Ste 120 d 41
Raleigh, NC 27615
RE: USACE Action ID 200420030
Reserve at Rock Creek
Guilford County, North Carolina

NOV 2 4 2004
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Ms. Wade: R!Vr;;?cR
rh 1
Attached please find an application for a Nationwide Permit 39 to construct road
crossings, storm water facilities, utility crossings and building lots on an unnamed
.tributary to Big Alamance Creek, Guilford County, in association with a residential
subdivision. The project area is currently wooded and fallow agriculture with mature
hardwoods and softwoods. Construction on the site will require impacts to 0.19 acres of
Waters of the US and 205 linear feet of stream channels; of which 80 linear feet are
temporary sewer crossings.
For the past 18 months, the applicant has been working with our office, local officials, the
NC Division of Water Quality and your office to develop the current site plan. The
preferred initial site plan incorporated 2 large on-line storm water lakes (several acres)
that would treat runoff from the entire site. During a pre-application meeting with the
Corps it was determined that such significant impacts would require an Individual Permit.
,The applicant abandoned the larger facilities and determined that they would look into a
combination of smaller on-line and off-line basins. Subsequently, we conducted a field visit
with the Corps to determine points on the streams at and above which storm water
facilities could be constructed: these points are shown on the attached plans as "pond
point". This consultation has resulted in the nine facilities that are shown on the plan. The
County approval requires that each facility be designed and approved as the phases of the
development are approved; we request that a DWQ conditional approval be written that
requires the approval of these final designs prior to impacts being committed in each
phase.
Newton Office Clyde Office
PO Box 224 wnrinc.com 217 Paragon Parkway, # 142
Newton, NC 28658 Clyde, NC 28721
828-465,3035 828-648-8801
828-465-3050 Fax [phone] Fax
The applicant is currently proposing to mitigate for losses by maintaining 100 foot riparian
buffers along maintained stream corridors.
Please call me at 828 1320-8120 with any questions that you may have.
' Best regards,
/ ?I
k I
11P"
Chris Huysman
Cc: Cyndi Karoly
NC Division of Water Quality
2321 Crabtree Blvd
Raleigh, NC 27604
Roger Hunt
Pierce Homes of Carolina
222-6 Swing Road
Greensboro, NC 27409
Gene Mustin
Borum Wade and Associates
405-D Parkway
Greensboro, NC 27415
Newton Office Clyde Office
PO Box 224 wndnc.com 217 Paragon Parkway, #142
Newton, NC 28658 Clyde, NC 28721
828-465-0035 828-627-0051
828-465-3050 Fax [phone] Fax
Oct 21 03.01:10P Roger Hunt 336-292-0862 P.1
CCT-20-03 G3:52 PM WN P.;
e 2Sq%a759?k1 P.02
i
iy
attend and Natural Rescurca
onaultants, Inc.
i
I
Deparmmvic of the Army
Wilmington Distrim Corps of Engineers
Ater. Ken Jolly. Chief Regulatory Division
PO Box IM
Wilmington, North Carolina. 28402.1ago
and-
NC Divislon of Water Quality
Attn: John Dorney
2321 Crabtree Blvd.
Raleigh, North Carolina, 27604.2260
I, the currant landowner of t.?e property identified below, hereby authori:e Wetland and
Natural Resource Consultants. Inc to act on my twhad s my agent during the processing of
permits to impact Wetlands and Waters of ti:a US that are regulated by the Clean Water Act
and the Riven and Harbors Act
Federal and Sate agents are aucionzed w be an said property when accompanied by Wetland
and Natural Resource Consultants, Irc. snff.
Wetand and Naturul Rssource Consultants, 'nc. Is audtorized to provide suppicmental
information needed for permit processing ac the ?re/quest of the Corpse or?DWQ.
Property Owner of Record: v? =J-{,r r S (nF (-61UEI?,Jf?
Address r -?o c ?J1rt LcAQ
Address: G2[_?r1J3? NC 27402
Address:
Phone Number.
Property London; ?Y1C. ?JR?r,y' t C , ,.!fCGaiLi
Owners Signature: A440
Caur
lew!cn Oft e
O gar 224
lewfatt, NC 26658
M8•d65+3039
128&4aftM 0 F=
Cdde Odfoa
217 Parapcn ParAvOY. 01 42
clue MC, 28721
8,3::M7;-9Ci61
828-627-0032 Fat
www.wnnracom
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Name df Stream Description Curr. Class Date Prop. Class Basin Stream Index #
Travis Creek From source to Haw C;NSW 01/01/85 Cape Fear 16-12
River
Tickle Creek From source to Travis C;NSW 12/01/83 Cape Fear 16-12-1
(Trickle Creek) Creek
Big Alamance From source to a WSWS 08/03/92 Cape Fear 16-19-(1)
Creek (Alamance point 2.4 miles
Creek) downstream of
Guilford County SR 3045
Climax Cr (Little From source to Big WS-IV;NSW 08/03/92 Cape Fear 16719-2
Alamance Cr) Alamance Creek
(Quaker Lk.)
Big Alamance From a point 2.4 WS-IV;NSW, 08/03/92 Cape Fear 16-19-(2.5)
Creek (Alamance miles downstream of CA
Creek)(Lake Guilford County SR 3045
Mackintosh) to dam at Lake
Mackintosh
?L tle Alamance From source to a WS-IV;NSW 08/03/92 Cape Fear 16-19-3-(0.5)
Creek (Guilford point 0.3 mile
County) downstream of
Guilford County SR 3073
Hackett Lake Entire lake and WS-IV;NSW 08/03/92 Cape Fear 16-19-3-1
connecting stream to
Little Alamance Creek
Causey Lake Entire lake and WS-IV;NSW 08/03/92 Cape Fear 16-19-3-2
connecting stream to
Little Alamance Creek
Lynwood Lake Entire lake and WS-IV;NSW 08/03/92 Cape Fear 16-19-3-3
connecting stream to
Little Alamance Creek
Beaver Creek From source to Little WS-IV;NSW 08/03/92 Cape Fear 16-19-3-4
Alamance Creek
Little Alamance From a point 0.3 mile WS-IV;NSW, 08/03/92 Cape Fear 16-19-3-(4.5)
Creek (Guilford downstream of CA
County) Guilford County SR 3073
to Lake Mackintosh, Big
Alamance Creek
Rock Creek From source to a WS-IV;NSW 08/03/92 Cape Fear 16-19-3.5-(1)
point 0.2 mile upstream
of U.S. Hwy. 70
Rock Creek From a point 0.2 mile WS-IV;NSW, 08/03/92 Cape Fear 16-19-3.5-(2)
upstream of U.S. Hwy. CA
70 to Lake
Mackintosh, Big
Alamance Creek
Beaver Creek From source to a WS-IV;NSW 08/03/92 Cape Fear 16-19-4-(1)
point 1.2 mile
downstream of
Guilford County SR 3111
Page 4 of 8
Office Use Only: ()41895 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".)
L 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: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Roger Hunt
Mailing Address: Pierce Homes of Carolina, Inc
222-6 Swing Road
Greensboro, NC 27409
Telephone Number: 336 / 852 3320 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: Christopher Huysman
Company Affiliation: Wetland and Natural Resource Consultants, Inc
Mailing Address: PO Box 224
Newton, NC 28658
Telephone Number: 828 465 3035 Fax Number: 828 465 3050
E-mail Address:wnrinc(caol.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: Reserve at Rock Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): ACL 18-1177-174-2 PT
4. Location
County: Guilford Nearest Town: Whitsett
Subdivision name (include phase/lot number): Reserve at Rock Creek
Directions to site (include road numbers, landmarks, etc.): Take Interstate 40 east from
from Greensboro Exit at Rock Creek Dairy Road, head south. Site at McConnell Rd
and Rock Creek Dairy Road as shown on plans
5. Site coordinates, if available (UTM or Lat/Long):36 02'37.1" N and 79 36'34.6" 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 waterbody.)
6. Property size (acres): 182 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Big Alamance Creek (WS IVY
8. River Basin: Cape Fear River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/mgp-/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is approximately 40% agriculture and 60% forested.
One major streams six minor streams and numerous wetland polygons are located on the
approved Wetland Delineation Map.
10. Describe the overall project in detail, including the type of equipment to be used:
The project entails the development of 455 residential units. The site plan has been reviewed
and approved by Guilford County and is in compliance with their Watershed regulations.
Impacts are required to provide sewer infrastructure, to provide stormwater treatment, and to
provide access to high ground. One hundred foot stream buffers are observed through-out
the development.
11. Explain the purpose of the proposed work:
Work within Waters of the US is necessary to access high ground to develop the site. Sewer
infrastructure must cross regulated areas to be efficient and effective
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.
USACE delineation verification and stream determinations by Todd Tugwell, USACE
USACE Action ID 200420030 for signed map
NCDWO stream mpotance determinations made by Daryl Lamb, WSRO
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.
N/A
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:
Impacts will result from the piping and filling of an unnamed tributaries to gain access to high
ground, lot fill, treatment facilities and temporary impacts for construction of sewer line.
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***
Sheet 2, Pond 4 grading 0:08 ac no 0 forested wetland
Sheet 2, Road fill 0.01 ac no 0 forested wetland
Sheet 2, Pond 2 grading 0.01 ac no 0 forested wetland
Sheet 2, Road/Lot fill 0.039 ac no 0 forested wetland
Sheet 4, Pond 7 grading 0.018 ac no 0 forested wetland
Sheet 5, Road fill 0.035 ac no 0 isolated marsh
' 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
onlineatlittp://www.fema.2ov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 1 acres
Total area of wetland impact proposed: 0.19 acres
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?
lease specify)
Sheet 2, Pond 4 grading 125 UT Big Alamance 2 Non-mitigable/ COE
Perennial / DWQ
Sheet 3, Sewer temporary cross 80 UT Big Alamance 4 Perennial

• 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 losstgain),
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.usas.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 205 (125 permanent)
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: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.): Embankment and excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Stormwater requirement within watershed. Site plan
has been approved Final designs need to be approved prior to development of each phase.
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Consultation conducted with COE in fall 2003 to construct on-line stormwater BMP's. Imp
were minimized by excavating most BMP's in high ground. Those that are on-line are upstream
of points that were field identified by the COE as significant aquatic resources. These points are
labeled as "pond point" on the plans. "Point of importance" is DWO perennial point.
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
http://h2o.enr.state.nc.us/ncwetlands/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 (acreagellinear 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.
Remaining` Waters of the US and 100 foot buffers will be preserved.
Permanent impacts are limited to 125 linear feet of streams.
Deed notifications will be placed on all lots within 50' of remaining Waters
Sewer crossings will be stabilized with coconut fiber fabric and live stakes.
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): 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 (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A)?
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
( feet)
Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
" Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 emends 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
XL Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) - versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Guilford County stormwater regulations apply since the property is in the Lake Mackintosh
watershed. Built upon area is 29%.
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.
Sanitary sewer outfall
XM. 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).
'V Applican$JAlent's ignature mate
(Agent's signature is valid o y if an authorization letter from the applicant is provided.)
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DATE:
: 400 8QQ' 1200
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PLAT BK: PACE:
TAX NAP M ALL 1171-114-2Pr t IIPr DEED SK: 6006 PACE: 0722.0726
APPRpVt?EA11 ON
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project 1 Site: Rock Creek Dairy Date: 9/16/03
Applicant / Owner. Pierce Homes County: Guilford
Investigator. Huysman. Yelverton State: North Carolina
Do normal circumstances exist on the site? Yes ® No[:] Community ID:floodplain
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes[_] No ® Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species indi or Stratum
1. Acer rubrum FAC tree 9.
2. Linodendron tufPffiera FAC tree 10.
3. Liquidambar styracdlua FAC+ tree 11.
4. Asimina triloba FAC shrub 12.
5. Lindera benzoin FACW shrub 13.
6. Smilax mtunddoffa FAC herb 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks: Only one sp ecies is wetter than FAC.
;HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ? inundated
? Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water n/a (in.) Secondary Indicators:
? Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: n!a in.) ? Water-Stained Leaves
[I
Local
Survey Data
Depth to Saturated Soil: n/a (in.)
- ut
? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks: No hydrology indicators present.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Rock Creek Dairy Date: 9116/03
I Applicant / Owner. Pierce Homes County: Guilford
Investigator. Huysman. Yelverton State: North Carolina
Do normal circumstances exist on the site? Yes ® No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes[_-] No ® Plot ID:10010-10016
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indictor Stratum Dominant Plant Species Indicator Stratum
1. Saururus cemuus OBL herb 9.
2. Boehmena cyindrica FACW+ herb 10.
3. Fraxinus pennsylvanica FACW sapling 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ® Inundated
® Saturated In Upper 12"
? No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water. 1_' (in.) Secondary Indicators:
Depth to Free Water in Pit: g!Lffn.) ? Oxidized Roots Channels in Upper 12"
? Water-Stained Leaves
? Local Soil Survey Data
De th to Saturated Soil: 0' rn.
p ( ) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Poorly drained
Taxonomy (Subgroup): Fluvaauentic Endoaauepts Confirm Mapped Type? Yes ? No ?
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-10 A 10YR 6/1 / clay loam

Hydric Soil Indicators:
? Histosol p Concretions
p Histic Epipedon ? High Organic Content in Surface Layer in Sandy Solis
p Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime 0 Listed On Local Hydric Soils List
? Reducing Conditions 0 Listed on National Hydric Soils List
® Gieyed or Low-Chroma Colors p Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No ?
Wetland Hydrology Present? Yes ® No[-]
Hydric Soils Present? Yes ® No ?
Is the Sampling Point
Within a Wetland? Yes ® No ?
Remarks:
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NO. OF MULTI-FAMILY UNITS 140 TOWNHOME5
%/% / NO. OF LOTS 315 LOTS
TOTAL NO. OF UNITS 455 UNITS
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En8 - ENON FINE SANDY LOAM, 2-6;5 5LOFE5
' ?; %.' ` •?\ 9 ?: ' EoG2 - ENON CLAY LOAM, 6-10% SLOPE5 ERODED
I' ` %'Z I`, ?I,'? ' ':• ?;:i; s ?` MhE32 - MEGKLENBURG SANDY CLAY LOAM, 2-65-6 5LOFE5 ERODED
5HEET INDEX
t ` of ?Id 4a? $
SHEET I - OOVERALLO 51)80IVI510N PLAN
SHEET 2 -VETLAN055TREAM IMPACT PLAN - 5HFFT "All
{{ SHEET 3 -WETLANDS/STREAM IMPACT PLAN -SHEET "Bu
to o SHEET 4 - WETLAN05/5TREAM IMPACT PLAN - SHEET V'
SHEET 5 -WETLANDS/STREAM IMPACT PLAN - SHEET T"
IP EXISTING IRON PIPE PIERGE HOMES OF GAROLINA ING.
?• ;NIP - NEW IRON PIPE k
'RRSPIKE - RAILROAD SPIKE THE RESERVE ®ROGK GREEK
\Q- /cl Al 111' ?I ; NG65 MON - NG65 MONUMENT I \ / G
"OVERALL" .NBDI Y IJION PLAN
GP CONFUTED POINT
?.. --? PROPERTY Or: SHEET Il5
s . PIERCE FOXES OF CAROLINA, INC.
222-6 5NiNG ROAD E3 0 R U M, WADE A N D A 5 5 0 G A t E 5, P. A.
Y 6REENS60RO,NG21409 ENGINEERS - PLANNERS - 5URVEYOR5
FHONE. [phone] 405-0 PARKWAY GREE'r5E040, NG
\\\ _ -!;?y ?; ?.. •; PNG`'v (5'')2i" 0411 FAX (3v")21? 311
9
Ych OR

A. UT%
(
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GLrfD. A,5;,xxIRPL

GRAPHIC SCALE

'
o o

1'=400'
SCALE: DATE:

EPT. 30, 2004
TAX MAP W. AtL Yn-114.31 1 400
I
0` 200' 400' 800, LOT OF PHASE: MAP: SEC:
PLAT 8K: PAGE:

P REV. OCT. 26, 2004
TAX MAP a AGL Ills-li4-2?T : IIPT DEED 8K: 6006
r
PAGE: 0422-0926
(t \?' \ 1\ V \1 \ \
x1111 I
/ ' V' 1 i l ? t / / I I r. r
/r( I?
-P?RIMI ANENT
/NE1
f 111 Ir l \ti
'DETENTION 1 ?,I
_ •'? ' ? I 'I ' ' '' / /' ? ? '
/BOND
' 1 ?' ' I r I l ?I
#2 l II \_
-KE Px X55 WETLAND5 IMPAGT5 -
- -
i _ ?1Ri:s )LTIONAC v. o? °?/y ! / ?. dJR15DJ2f?ON ??' ?? ' ;i
-, TE- lur '--• EILANDS ETLAN9 ,1
POND \ LIMIT / - LIMK i O.O4q AG
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r
0
\ \ POINT OF:
1 / { F Oic. i . N
FOR, NGE l ' ' :?? .•'' ^ '
i 1 \ SRE?D AREA r ! I (? ;
\ \ Z \ ?• ? v 5! i l I' ' 'i is ri y I ;S'
I \ ? A , r ? ; ', 1 ?I 1 l r r / / I i I l? \ ?? l 1111
vI
I' \ \ \ \ 1 /1 '\, `, `1 1 \\ yr /? r l 1 i / i I? 1?!/ I
LL-
I \ \ m ; QPPRbx. G u\ I r I ' , ;?'w FoINT:?F ,, II ? , ?\ ,,
DlSTUREECt A?E ' 1 \ m ! / / ; U1 IMPORTIN '
1 ! ll 1 i , :.. `\QQ 1 \ LlMIT5 \ 1 \ , 6d
`? • 1 POND' ??? R V t `?? I !/1 TR??/ ?IC70 I I j
1 cf
POINT
WETLAND5/5TREAM IMPACT PLAN "A'
STREAM OF I MPORTANGE I MPAGT5 = 125' --- PROPERTY OF: THE RE5ERVE @ ROCK GREEK
PIERGE HOME5 OF CAROLINA, ING. PIERGE HOME5 OF GAROLINA, ING.
WETLAND5 IMPAGTS = 0.0q AG 222-6 5KNG ROAD
SHEET 2/5
GREENSBORO, NG 21409
B
PHONE: [phone] O R U M, WADE AND A 5 5 0 G I A T E 5, P. A.
ENbINEER5 - PLANNERS - 5 U R V E Y 0 R 5
6RAPHIG SGALE 405-DPAR<AAY 6REEN5WRO,NG
PHG,N'E: [phone] FAX: (33&)217-3114
0 50' 100' 200' 3001 SCALE: I'=ICO' DATE: 5EpT. 30, 2004
LOT # OF PHASE: MAP: SEC:
PLAT BK: PAGE:
111 = 100 REV. OCT. 26. 2004 TAX MAP # AGL 1111-114-2PT d IIPT DEED BK: 6006 PAGE: 0922-0926
I fi _ I
v.?PER9ANENT >/
DE f, , ?a', 1, ?,' ?r!?%.' !r 1\ I
/VA,PON ?5:?
y?
???? \?" ?????>/ iii ?-?? ' •. l ?I? / ? •! ?, l
j r TEr4F 6805 IN61 SCR al ,? ,' v l
FOR SIV
_ CPTFALLj_--
FUBLIG 5AN. ?? ?• A
5El-ERlLIFT P'?GR0551 /i
- `` ,\\ p9?P f ..?' STATIOW i IFO SANITARY; WEF4
\ \ .. , 'l , r ?i ?•,?' ?` /;; ',', t ? 1. ,\, \ \ ` _ / /
I u
`?.x TtMP, Pd?OR GONSTRUGT19N
_FPAFrIG.TO BE IN5TALL t_
-IN GREEK -'PIFE T0. E R v
EDIATEL? AFTER 60N5TRC1GTION
USf IS COMPLETE\(TOTAL STREAM
bi-STORBAGE TO BE 40' MAX
\ \ \' \ t'`,' , \
5ANITARY 5EWER OUTEALL
GREEK GRO551N6
+t,?17:7l;77:C ,
"jilt I l:;'?'' /
PROPERTY OF:
PIERGE HOME5 OF GAROLINA, ING.
222-6 SNIN6 ROAD
GREENSBORO, NG 21409
PHONE: [phone]
6RAPHIG SGALE
0 50' 100' 200' 300'
1" = 100'
REV. OCT. 26, 2004
(o zG 4?
WETLAND5/5TREAM IMPAGT PLAN "B'
THE RE5ERVE @ ROCK GREEK
PIERGE HOMES OF GAROLINA, ING.
i
I v'v
It I
I I ? j i r l ! l r ? v 1 `
I r ? f i r
Rt>TANENT
i ?INET DET.' pia n
i 0 ± 1 \ it ,`?. ss ?.
Poo
r
t 1 ?, ! O NT d r
IMFORT I 'E Ir i i
1 T? 9ri / I?D ! ` IL I
FOI r
Nr t ! o
_ r
\ i / I
SANITARY SEWER OUTFACE
GREEK GROSSING
1AETLAND5 IMPAGT5 =
.017q AGRE5
,Jt?tt ll Ili:a.ll.
FROFERTY OF:
FIERCE HOME5 OF CAROLINA, INC.
222-6 5NING ROAD
6REEN5EORO,NG 21409
PHONE: [phone]
6RAPHIG SCALE
0 50' 100' 200' 500'
I" = 100'
0q
NETLAN05/5TREAM I MPAGT PLAN "G'
THE RESERVE @ ROCK GREEK
PIERGE HOME5 OF GAROLINA, ING.
SHEET 4/5

A
r ?r 5g;. 0 (l2
60
-?- , h _
I _ it - - ? \ -•-- -....._ _1 !' f ' ? 1
?- .........
\ •` (ass _ - -
9? I
J ?.

I
IIwIII
\ \ II ,11
I 1,
1 ', 1
1. ! 11 i ?
WETLANDS IMPAGTS =
0.055 AGRES
AUml UIUI IU7tlHL I I V
WET A DS
TO BE LLED %
l
.I I I \
.e'?'''rl°srrr,.
0
!0'771
PROPERTY OF:
FIERCE HOMES OF CAROLINA, INC.
222-6 SNING ROAD
6REEN5EGRO,N0 27404
PHONE: (33b) 852-3320
6RAPHIG SGALE
0 50' 100' 200' 300'
I"=100'
6?z?1O cf
WETLANDS/STREAM IMPACT PLAN "D'
THE RESERVE @ ROCK GREEK
PIERCE H0ME5 OF CAROLINA, ING.
SHEET 5/5