20050174 Ver 1_Complete File_20050131

05-0l I?
Ecos stem
Y .
PROGRAM
November 21, 2005
Kim Williams
Land Management Group, Inc.
P.O. Box 2522
Wilmington, NC 28402
Project: Satterfield Subdivision
County: Craven

2005
Noy,. ? 9
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Pernut/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/LAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone I Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0 0.50 0 0 0 0 0 0
03020204
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
bam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Doug Huggett, Division of Coastal Management
Scott Jones, USACE - Washington
Kyle Barnes, DWQ Regional Office - Washington
File
Rfftor ... E ... Protect' Oar Stat& ARA
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
?OF W A T,a-
F. Easley, Governor
Michael
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 14, 2005
DW Q#: 05-0174
Union County
Mr. Kevin Herring
Frontier Land Surveying
1394-B Walkup Ave.
Monroe, NC 28110
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Herring:
You have our approval, in accordance with the attached conditions and those listed below, to impact
0.11 acre of wetland and 347 linear feet (If) (147 If of perennial and 200 If of ephemeral/intermittent) of
unnamed stream to Price Mill Creek in order to construct the Satterfield Subdivision in Union County, as
described in your application received by the Division of Water Quality (DWQ) on January 31, 2005. After
reviewing your application, we have determined that this project is covered by Water Quality General
Certification Number 3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. The
General Certification allows you to use Nationwide Permit Number 39 once it is issued to you by the U.S. Army
Corps of Engineers. Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control,
Non-Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless otherwise
specified in the General Certification. This approval is only valid for the purpose and design that you 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.
In addition to the requirements of the certification, you must also comply with the following conditions:
1. The Mooresville Regional Office shall be notified in writing once construction has begun.
2. Stormwater discharge points shall be constructed in a manner such that the potential receiving streams (of
the discharge) at the site will not be impacted due to sediment accumulations, scouring or erosion of the
stream banks.
3. 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 Preconstruction Notification application. All construction activities
shall be performed so that no violations of state water quality standards, statutes, or rules occur.
4. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality. Please send photographs
upstream and downstream of each culvert site to document correct installation along with the Certificate of
Completion form.
NorthCarolina
Al atrrra!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
5. Continuing Compliance. Frontier Land Surveying (Frontier) shall conduct its activities in a manner consistent
with state water quality standards (including any requirements for compliance with section 303(d) of the
Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines that
such standards or laws are not being met (including the failure to sustain a designated or achieved use) or
that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the
certification, DWQ shall notify Frontier and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to Frontier in writing, shall be provided to
the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the
Clean Water Act, and shall also become conditions of the 404 Permit for the project.
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 that
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 Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AK/aj
Attachments
cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
Land Quality, MRO
Central Files
Greg Antemann
Wetlands Tracking Projects Owner Agent List
Totals New F:e:?::f:'rcf Print
Facility Name Satterfield Subdivision c/o Frontier Land I County Union J
Project Number 05 0174 County2
MEMORANDUM
TO: John Dorney Regional Contact: Alan Johnson
Non-Discharge Branch WQ Supervisor: RPx clPasnn'
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Satterfield Subdivision c/o Frontier Land County Union
Project Number 05 0174
Recvd From APP
Received Date 1/31/05
Recvd By Region
Project Type Residential
County2
Region nlooresville
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 HWF FT _0N F_ 11-138-2-2 F_c_F_30,838. 0.01 347.00
?F-- O Y O N ???__F_F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y 0 N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) 350300 Longitude (ddmmss) 804048
Comments:
cc: Regional Office
Central Office Page Number 1
p?OF W AT ?qpG
r
Mr. Kevin Herring
Frontier Land Surveying
1394-B Walkup Ave.
Monroe, NC 28110
Michael F. E•usley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 14, 2005
DWQ#: 05-0174
Union County
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Herring:
You have our approval, in accordance with the attached conditions and those listed below, to impact
0.11 acre of wetland and 347 linear feet (If) (147 If of perennial and 200 If of ephemeral/intermittent) of
unnamed stream to Price Mill Creek in order to construct the Satterfield Subdivision in Union County, as
described in your application received by the Division of Water Quality (DWQ) on January 31, 2005. After
reviewing your application, we have determined that this project is covered by Water Quality General
Certification Number 3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetiands. The
General Certification allows you to use Nationwide Permit Number 39 once it is issued to you by the U.S. Army
Corps of Engineers. Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control,
Non-Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless otherwise
specified in the General Certification. This approval is only valid for the purpose and design that you 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.
In addition to the requirements of the certification, you must also comply with the following conditions:
1. The Mooresville Regional Office shall be notified in writing once construction has begun.
2. Stormwater discharge points shall be constructed in a manner such that the potential receiving streams (of
the discharge) at the site will not be impacted due to sediment accumulations, scouring or erosion of the
stream banks.
3. 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 Preconstruction Notification application. All construction activities
shall be performed so that no violations of state water quality standards, statutes, or rules occur.
4. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion form to the 401/Wetlands Unit of the NC Division of Water Quality. Please send photographs
upstream and downstream of each culvert site to document correct installation along with the Certificate of
Completion form.
Tqo ` Carolina
Xtura!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: h2o.enr.state.ncus FAX [phone]
An Equal Opportun4lAffirmative Action Employer- 50% Recyded110% Post Consumer Paper
5. Continuing Compliance. Frontier Land Surveying (Frontier) shall conduct its activities in a manner consistent
with state water quality standards (including any requirements for compliance with section 303(d) of the
Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines that
such standards or laws are not being met (including the failure to sustain a designated or achieved use) or
that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the
certification, DWQ shall notify Frontier and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 21-1.0504. Any new or revised conditions shall be provided to Frontier in writing, shall be provided to
the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the
Clean Water Act, and shall also become conditions of the 404 Permit for the project.
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 that
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 Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
/?
Alan W. Klimek, P.E.
AK/aj
Attachments
cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
Land Quality, MRO
Central Files
Greg Antemann
t
Date: L1315
To: ? ARO
? FRO
El MRO
? RRO
Triage Check List
?7cs?-?Cr'i'ie?? 5.?4?d•v',S,vn
Project Name: - `I°
DrYQ#: V' 1
County: U,,
Kevin Barnett
Ken Averitte
Alan Johnson
Mike Horan
From: "6-4?
? WaRO Tom Steffens and Kyle Barnes
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919) -11 -5. o y 9 4-
The file attached is being forwarded to dour for your evaluation.
Please call if you need assistance.
1
0 Stream length impacted
0 Stream determination
0 Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
0 Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: i'/ea5? ??iaci? +I ?r vauas Ot, Ihz 4rei+m Jas4%c,,J jam, Gv%cl
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550 E. WESTINGHOUSE BOULEVARD
CHARLOTTE, NC 28273
OFFICE: 704-527-1177
-
c' FAX.. [phone]
Carolina Wetland Services v.,ovv.ctvs-inc.net
January 28, 2005
219@20y[gy
JAN 3 12005
U.S. Army Corps of Engineers J `17
151 Patton Ave., Room 208
Asheville, North Carolina 28801-5006
DENR, QUALITY
VIEU DS AND TTORIAWATER ERWH
Attention: Ms. Amanda Jones
Subject: Pre-Construction Notification Pursuant to Nationwide Permit No. 39
Satterfield Subdivision, Charlotte, North Carolina
CWS Project No. 2004-0840
Carolina Wetland Services, Inc. (CWS) is submitting a Pre-Construction Notification (PCN)
application with attachments in accordance with the notification requirements of Nationwide Permit
(NWP) No. 39 and Water Quality Certification (WQC) No. 3402 for impacts to jurisdictional waters
of the U.S.' at the proposed Satterfield Subdivision Site (PCN Application, enclosed). CWS is
requesting written verification from the U.S. Army Corps of Engineers of the extent of jurisdictional
features on the subject project (Request for Jurisdictional Determination Form, enclosed). A USGS
Site Location Map, NRCS Soil Survey, USGS 2002 Aerial Photograph and National Wetland
Inventory map of the project area are enclosed.
PROJECT INTRODUCTION
The Satterfield Subdivision Site is located in Indian Trail, North Carolina, approximately 1.25 miles
south of the Old Monroe Road - Waxhaw Indian Trail Road intersection (see USGS Site Location
Map, enclosed). Carolina Wetland Services, Inc. (CWS) was contracted by Frontier Land Surveying
(Agent Authorization Form, enclosed) to provide 404/401 permitting services for this project (CWS
Project No. 2004-0840).
On December 13 and 21, 2004, CWS biologists reviewed the subject site for potential jurisdictional
waters of the U.S'. Potential jurisdictional areas were determined using the U.S. Army Corps of
Engineers (USACE) Routine On-Site Delineation Method as defined in the 1987 Corps of Engineers
Wetlands Delineation Manual2. Stream channels were classified according to recent North Carolina
Division of Water Quality (NCDWQ)3 and USACE4 guidance, including sampling with a D-shaped
dip net, taking photographs, and locating breakpoints (approximate location at which stream channel
changes classification).
1 "Jurisdictional waters of the U.S." include essentially all surface waters such as: navigable waters and their tributaries, interstate
waters and their tributaries, wetlands adjacent to these waters, and impoundments of these waters
z Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1, US Army
Engineer Waterways Experiment Station, Vicksburg, Mississippi.
3 North Carolina Division of Water Quality, 1999. Stream Classification Method. Version 2.0
4 USACE. 2003. Stream Quality Assessment Worksheet.
CHARLOTTE, NC - CHAPEL HILL, NC - COLUMBIA. SC
January 28, 2005
Ms. Amanda Jones
Page 2 of 5
ON-SITE JURISDICTIONAL AREAS
On-site waters are tributaries to Prince Mill Creek in the Catawba River basin (HU#03050103)5 which
is rated "Class C Waters" by NCDWQ. The U.S. Geological Survey (USGS) 7.5-minute Matthews
Topographic Quadrangle (enclosed) depicts topography that indicates a natural drainage way and a
stream that runs east to west across the northern portion of the property. The Natural Resources
Conservation Services (MRCS, formerly the Soils Conservation Service) Soils Survey of Union
County (enclosed) depicts a stream in the northern portion of the property and soils that are typically
found along intermittent drainage ways [(Badin channery silt loam (BaC), Tatum gravelly silt loam
(TaB), and Tatum gravelly silty loatn (TbB2)].
The results of the delineation indicated three jurisdictional stream channels (Streams A, B, and C) and
one jurisdictional wetland area (Wetland AA) located on the subject site. The results of the field
review are summarized as follows:
Feature Classification Size NCDWQ
Score / 71 USACE
Score / 100
Unimportant Intermittent 418 if 14.5 51
Stream A Important Intermittent 1721f 28.5 55
Perennial . 2301f 31 58
Important Intermittent 2301f 23 57
Stream A(2) Unimportant Intermittent 701f 10.5 52
Stream B Unimportant Intermittent 501f 17 55
Stream C Important Intermittent 2001f 24.5 64
Wetland AA Headwater Forest 0.11 ac
Stream A begins in the eastern portion of the property and flows west for approximately 1,100 linear
feet (10 until entering the adjacent property (Figure 1, enclosed). The first 418 if of Stream A were
classified as Unimportant Intermittent stream channel. This reach exhibited weak sinuosity and a
weak head cut (SCP1, enclosed). There was a strong presence.of this year's leaf litter in the channel
and weak presence of rooted plants. There was weak groundwater flow and pooling present on the
day of the field review (Photograph A, enclosed).
The Important Intermittent reach of Stream A begins at a nick point and continues for approximately
172 If. This reach of Stream A exhibited a continuous bed and bank, standing pools, and a moderate
presence of macrobenthic invertebrates (SCP2, enclosed). The Important Intennittent reach of
Stream A has an active floodplain and weak wrack lines (Photograph B, enclosed).
The Perennial reach of Stream A is approximately 230 If. On the day of the field review, this reach
exhibited weak sinuosity, strong flow, a moderate presence of macrobenthic invertebrates, and a
strong presence of crayfish (SCP3, Photograph C, enclosed). After approximately 230 If, the stream
splits into two channels: Important Intermittent Stream A(2) and Important Intermittent Stream C.
These two streams john on the adjacent property and become perennial.
5 "HU#" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.
r
January 28, 2005
Ms. Amanda Jones
Page 3 of 5
The Important Intermittent reach of Stream A(2) after the stream splits is approximately 230 if. On the
day of the field review, this reach exhibited moderate sinuosity, a weak riffle-pool sequence, a weak
presence of macrobenthic invertebrates, and a weak presence of iron oxidizing bacteria/fungus (SCP5,
Photograph D, enclosed). Hydrology from this feature appears to be flowing into Wetland AA
underground.
The Unimportant Intermittent reach of Stream A(2) after the stream splits is approximately 701f On
the day of the field review, this reach exhibited a weak presence of natural levees, a weak presence of
rooted plants in the streambed, weak wrack lines, and weak presence of rooted plants in the stream
bed (SCP6, enclosed). The Unimportant Intermittent reach of Stream A exhibited a weak continuous
bed and bank and lacked a bankfull bench (Photograph E, enclosed). Hydrology from this feature
appears to be flowing into Wetland AA underground.
Stream B begins in the northeast portion of project area and flows south for approximately 501f before
joining Stream A. Stream B was classified as Unimportant Intermittent. On the day of the field
review, this reach exhibited weak sinuosity, weak continuous bed and bank, and absence of any
biological indicators (SCP4, enclosed). Unimportant Intermittent Stream B exhibited standing pools
and weak leaf litter in the channel (Photograph F, enclosed).
Stream C was classified as an Important Intermittent stream channel, approximately 200 if in length.
Stream C included standing pools with weak presence of macrobentl& invertebrates on the day of the
field review. This channel exhibited a weak riffle-pool sequence, weak bankfull bench, and had few
rooted plants in the channel bed (SCP7, Photograph G, enclosed).
Wetland AA is located on the Important Intermittent reach of Stream C. A Routine Wetland
Determination Data Form representing Wetland AA is enclosed (DP1). This wetland area exhibited a
dominance of hydrophytic vegetation including black willow (Salix nigra), sycamore (Plantanus
occidentalis), and silky dogwood (Cornus antomum). The soils were inundated, observed to be low-
chroma, and contained concretions. NCDWQ classification of these wetlands is Headwater Forest
because they are in the upper part of the drainage basin and are sustained from rainfall and surface
flow. A photograph of Wetland AA is enclosed (Photograph H). A Routine Wetland Determination
Data Form representing on-site upland areas is also enclosed (DP2) for reference.
AGENCY CORRESPONDENCE
Letters were forwarded to the State Historic Preservation Office (SHPO) and North Carolina Natural
Heritage Program (NCNHP) on December 10, 2004 to determine the presence of any significant
natural or cultural elements that would be affected by the project. A response was received on
December 13, 2004 from NCNHP (enclosed). There is a record of a Carolina darter (Etheostoma
collis), a State Special Concern and Federal Species of Concern within '/z mile downstream of the
project area. This project will follw a strict erosion and sedimentation plan to insure downstream
resources are not impacted during construction. A response was received on December 23, 2004 from
SHPO (enclosed). This project will not affect any historic resources.
PURPOSE AND NEED FOR PROJECT
The purpose of this project is to develop approximately 17.4 acres of property into a residential
subdivision containing 38 lots. This project will provide single-family housing to an area of Indian
Trail that is experiencing significant population growth. The demand for housing in this area has
increased dramatically due to its proximity to Charlotte, good public schools, and access to public
January 28, 2005
Ms. Amanda Jones
Page 4 of 5
facilities. The majority of surrounding land use is agricultural and tlus project conforms to the
residential character of this area of Indian Trail.
PROPOSEDIMPACTS
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. The original site plan would have impacted approximately 230 if of perennial stream, 475
If of important intermittent stream, 2251f of important intermittent stream and 0.04 ac of wetlands
(Figure 2, enclosed). The revised site plan has reduced impacts to stream channels by 84% and
reduced wetland impacts by 68%. The plan was revised to replace the wet detention pond with two
dry detention ponds to avoid impacting Perennial Stream A and to impact Wetland AA minimally
(Figure 3, enclosed). The project design has also limited the length of culvert placement to the
minimum length necessary. Total impacts to jurisdictional waters are 0.005 ac. (20010 of
unimportant intermittent stream, 1471f of important intermittent streams, and 0.013 ac. of
headwater forest wetland. Proper sediment and erosion control measures will be used to minimize
disturbances to downstream waters.
Impacts to on site jurisdictional waters are summarized as follows:
Feature Classification Original Impacts Proposed Impacts Proposed Impacts

Stream A Unimportant
Intermittent
0.0052 ac (2251f)
0.005 ac (20010
Pipe installation
Important Intermittent 1451f 61 if Pipe Installation
Perennial 2301f 0 if --
Stream A(2) Important Intermittent 1281f -- --
Stream C Important Intermittent 2001f 861f Fill
Wetland AA Headwater Forest 0.04 ac 0.013 ac Sewer Line
STORM WATER MANAGEMENT
Proposed impervious surfaces are summarized as follows:
Feature Size (sq. ft.)
Houses 76,000
Driveway 23,000
Roadway 60,000
Sidewalks 8,800
Total 167,800
The total new impervious coverage for the project area is 167,800 sq. ft, which is 22% of the total
project area of 758,560 sq. ft. Proposed impervious structures are less than 30% of the total site.
Since proposed impervious coverage is less than 30%, a Storm Water Management Plan for the
development is not being proposed.
January 28, 2005
Ms. Amanda Jones
Page 5 of 5
MITIGATION
Construction of this project will not impact greater than 150 linear feet of perennial stream, therefore
no formal mitigation is being proposed.
Please do not hesitate to contact us at 704-527-1177 should you have any questions or comments
regarding these findings.
Sincerely,
Gregg Antemann, PWS
Principal Biologist
PK/ALH/GCA
L?
Patricia Kelly
Staff Biologist
Enclosures: Pre Construction Notification Application (PCN)
Request for Jurisdictional Determination Form
Agent Authorization Form
USGS 7.5' Fort Mill Topographic Quadrangle
NRCS Mecklenburg County Soil Survey
USGS 2002 Aerial Photograph
USFWS National Wetlands Inventory
Figure 1. Approximate Jurisdictional Boundary Map
NCDWQ Stream Classification Forms (SCP1 through SCP7)
USACE Stream Quality Assessment Worksheets (SCP1 through SCP7)
USACE Routine Wetland Determination Data Forms (DP 1 and DP2)
Representative Photographs (A through H)
Agency Correspondence
Figure 2. Original Site Plan
Figure 3. Proposed Impacts
cc: John Domey, NCDWQ Raleigh Office
Alan Johnson, NCDWQ Mooresville Office
Kevin Herring, Frontier Land Surveying
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
Nationwide Permit No. 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Frontier Land Surveying. Contact: Mr. Kevin Herring
Mailing Address: 1394-B Walkup Avenue
Monroe. North Carolina 28110
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: frontiersurveya.aol.com
2. 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: Mr. Gregg C. Antemann. PWS
Company Affiliation: Carolina Wetland Services, Inc.
Mailing Address: 550 E. Westinghouse Boulevard
Charlotte, North Carolina 28273
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Gregg a,cws-inc.net
Pale 1 of 7
III. Project Information
1. Name of project: Satterfield Subdivision
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 07117080. 07117081. 07117082
4. Location
County: Union Nearest Town: Indian Trail
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Charlotte. travel south on
I-77, take the I-485 E exit (exit 42). Take exit 52 toward Matthews and turn right onto East
John Street. After 1 mile. East John becomes Old Monroe Road. Continue for another 2
miles and turn right onto Waxhaw Indian Trail Road. Turn left onto Blanchard Circle after
approximately 1 mile.
5. Site coordinates, if available (UTM or Lat/Long): N35° 3' W80'40'48"
(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. Describe the existing land use or condition of the site at the time of this application:
The existing land use of the project area is forested.
7. Property size (acres):
17.4 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Price Mill Creek
9. River Basin: Catawba 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/maps/.)
10. Describe the purpose of the proposed work: The purpose of this project is to develop
approximately 17.4 acres of property into a residential subdivision containing 38 lots. This
project will provide single-family housing to an area of Indian Trail that is experiencing
significant population growth.
11. List the type of equipment to be used to construct the project: A trackhoe and typical
excavation equipment will be used for this project.
12. Describe the land use in the vicinity of this project: The land use surrounding the project is
mainlv agricultural and new residential areas.
Page 2 of 7
IV. Prior Project History
There is no prior history for this site.
V. Future Project Plans
There are no future project plans for this site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
1. Wetland Impacts

Wetland Impact Located within
Distance to
Site Number Type of Impact* of Impact
Area pact
(acrIm 100-year r
Flo0000-
odplai Nearest Stream Type of Wetland***
(indicate on map) ( (linear feet)
Wetland AA Sewer Line and
ht
Ri
f
W 0.013 no 0 Headwater Forest
g
-o
-
ay
* 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 FENL-k-approved local floodplain maps. Maps are available through the FEMA `iap Service Center at 1-800-358-9616, or
online at http://wwNv.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.11
Total area of wetland impact proposed: 0.013
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet) Before Impact (please seci
Stream A Pipe Installation 0.005 ac. UT to Prince Mill Unimportant
(200 If) Creek Intermittent
Stream A Pipe Installation 61 if UT to Prince Mill Important
Creek Intermittent
Stream C Fill 86 if UT to Prince Mill 21 Important
Creek 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, ditch ing/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.mapquest.com, etc.).
Page 3 of 7
Cumulative impacts (linear distance in feet) to all streams on site: 347 linear feet
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact Area of
Name
Water Type of Waterbody
Site Number Type of Impact* Impact )
(if
applicable) (lake, pond, estuary, sound
indicate on ma (acres) bay, ocean, etc.
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A
Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Impacts to on-site iurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. The original site plan would have impacted approximately 230 if of perennial
stream. 475 If of important intermittent stream. 225 if of important intermittent- stream and
0.04 ac of wetlands. The revised site plan has reduced impacts to stream channels by 84%
and reduced wetland impacts by 68%. Proper sediment and erosion control measures will be
used to minimize disturbances to downstream waters.
VIII. Mitigation
Construction of this project will limit the amount of stream impacts to less than 150 linear
feet. therefore no mitigation is currently being proposed.
Page 4 of 7
1. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 101/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.ne.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 (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 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:
Page of 7
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. iN/A
Zone* s uImpct are feet Multiplier
Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Sources of nearbv impervious cover include roads, driveways. and rooftops. This nroiect will
cause an increase in the impervious coverage of the project area. Proposed impervious areas
will total 167. 300 sq. ft., which is 22 % of the total project area 753.000 sq. ft.). New
impervious cover is less than 30 %. therefore a Stormwater Management Plan is not required.
Two dry detention ponds are being added on site to control stormwater and protect downstream
surface water and wetlands.
YII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X?
Page 6 of 7
Is this an after-the-fact permit application?
Yes ? No ?
YIV. 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).
Construction is scheduled to begin immediately following receipt of the appropriate permits.

ar
Ap licant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Pase 7 of 7
REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: January 28, 2005
COUNTY Union County, North Carolina TOTAL ACREAGE OF TRACT 17.4 acres
PROJECT NAIL (if applicable) Satterfield Subdivision
PROPERTY ONVNER/APPLICANT (name, address and phone):
Frontier Land Surveving
POC: Mr. Kevin Herrin, at [phone]
1394-B Walkup Avenue
Monroe, North Carolina 28110
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
Carolina Wetland Services, inc.
POC: Mr. Greg: C. Antemann, PWS
550 E. Westinghouse Boulevard
Charlotte. North Carolina 28273
STATUS OF PROJECT (check one):
( ) On-going site work for development purposes
( X) Project in planning stages
(Type of project: residential subdivision)
( ) No specific development planned at present
( ) Project already completed
(Type of project: )
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X) USGS Site Location Map (enclosed)
(X) NRCS Soil Survey (enclosed)
(X) Approximate Jurisdictional Boundary Field Nlap (Figure 1, enclosed)
(X) Pre-Construction Notification Application - Nationwide Permit No. 39 (enclosed)
(X) Routine On-Site Data Form (enclosed)
(X ) Stream Classification Forms (enclosed)
(X) Representative Photographs (enclosed)
(X) Proposed Impacts (Figure 3, enclosed)
Signature of Property Owner or
Authorized A7ent
Mr. Gregg C. Antemanm.
FRONTIER LAND SURVEY 704ZSSSSSI 01/ZS/0S O--:S''2pm P. 00--
Jan-28. 2005 2:00PM No,0529 °. 2
AGENT CERTIFICATION OF AUTHORIZATION
I, Kevin Hcrring, represcating Frontier Land Surveying, hereby certify that I have
authorized Gregory C. Antemann of Carolina Wetland Servie?-Is, Inc. to act on my behalf
and take all actions necessary to the processing;, issuance, and acceptant-- of this permit
and any and all standard and special conditions attached.
We hereby certify that the above infbrmution submitted in, this application is true and
accurate to the hest of our knowledge.
ice--- %
pplicant's signature
// 12-94-5-
Date
Agent's signature
//Z- ?/af s-
Date
Completion of this forra will allow the 2gent to sib all futuz-e a ppilcation carre3l;ondcnce.
?? \\.i,•• :, • ( ??i 1 k 7?'t?g+,i"? i 1 ` • j?yJ4/fir'1 ate 1 f '3 yJy{'^CQ ?, - \ \
700
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?S( ??/ rr rr`'?•? f J \ \..rf ? • ??*±r?-ca. '? i '? Jr ? rl ? ??ll«`Sf C; fi`???', 1, \ ? 1? ? J ? 1 j Z =?.? ??i ? ? i ? ( / ? ? ? (•y?
Wa". hdan Tra9 Rd ;/ yi rQy.:Ft
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700
r 1 1 t? if
y
f/?? • • (i ? T °z ? ? I fir/,? % ?' i ? ?,,? -t??od' j C? ? t? \ ` ? `i??`'j -'I ?( ? ?,Il`, ?? r')
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F ?. ,f.? 1 r-`1 \L? `. c ; ? I_ •',??al ??`e4 ? i L _, • • ??.? ? `i\?r? r'ti •f? / ^ ?,?J r..J/ ,// / \1 fi
^?`??(rj r? \ '?^l ,? / \ lb ?yo )) fU,/1(, 1/ J i i\ J .
;n \?r1'/.i,.__4 , 'i ? 1,•? ?? ,I FtartliGroveCtxrchRd'?`
I J( '1r,
g. >
Approximate Scale 1" = 2000'
Reference: USGS T5 Minute Tonouaohic Mao Series. Mattl
LEGEND
0 Water Bodies
Project Boundary
Roads
Highway
fie
)?\Xefr
' ,JJ.`? (7?/
USGS Site Location Map
Blanchard Circle Site
Indian Trail, North Carolina
CWS Project No. 2004-0840
PREPARED DY DATE CHECKED BY DATE
?A 1C- / - 2 Y- os G G • Z ?. G-3-
1 r TuE1 ?- ?.?. + 74
t \\
1cli 1 , ? _
r.' ! ? ?? ? ? t3uE3 ?_
Sri' T HU ? / \\
Te©2 ?Cf"B -
1?F m r.f, - TuH C {
,?? ? ? DdB2 /\J
ADO?'i
` t.rTOi
C'
tUB
? CsH
r 1-
- ? ? 1 I uET _? -.?. )
T'
t r 11, CrnU i 7nH
CmLl
UP,
?r
1 JA iE.E,i
CmH
'real
) iW2 CiS E jiJ;El7
1 11 c_ ?)f?2? x. C ?j
l_Jlhra S? - ?` y } } r
TtAll
11
1 _ Tef12 Te(12 _ 1nt1
SITE w
l 1: i• li° ? -
%( _) 107
te112?r EiILti lnEr `
f
/Fill
cl)
la,r ))
1I4 2 Ir 'T (/ 1 ?_ IOa I 7n,0
?ChA ScA v GdG2 T
[ia;il r }
OaC
Approximate Scale 1" = 2000'
Reference: NRCS Soil Survey of Union County, North Carolina, Sheet No. 12, dated 1996
Legend
NRCS Soil Survey
Project Boundary
BaC Badin channcry silt loam Blanchard Circle Site
TaB Tatum gravelly silt loam, 2-8% slopes Indian Trail, North Carolina
Tb132 Tatum gravelly silty clay loam, 2-8% slopes, eroded CWS Project No. 2004-0840
PREP?W/C DATE / .- 2- Y_ p 5 CFA ? 4 4 DATE
1 2-; . 0 ??
" *r k .•?
1 f r ` r
,. .` i ~I 1`•f I ice. 1 r F , J ? ? ` '
.i7:.?,.,'r,3 ? ?!J ?y? ' Ir?? rt ?•V'1++? a ?? a? ?. tl''/I; "r -'I, 1l ,rY r!t IIjJ
'.}-,1y }. t i?I•?+? ? ,'! , j?r?? .s'j.?l?- MAti '? r` ? ,??, ?yp4?r r,Y !? ?
MIT
z ' ' ?? ? ?? tt"^ '•? ?I Jr?le?J?? r?F. n;Rai ult ? Jre 1?11t{,?t;'
J
S-,r fit, ?I J,? ? ,
FI •?A?" :J w/-i, P ?Jr / e 1 141 ,tr
1 A , f
/
t'tM tX r
X§ ! J ? r ? r.. 4it } r
`.
a,+a } + r
1
t 1 II A 1 6r i l IF
f !` fi y, t' j
r ?hy? , ? ?1 ? ?:.? 1 k,,i Jt? 4`f lJl. • `? !" ?? 1 ?r? .
i + s,
•.ttil` ?? u",,(,r- + d'.:r"-_
Feet
0 255 510 1,020 1,530 2,040
USGS 2002 Aerial Photograph
Blanchard Circle Site
Charlotte, North Carolina
CWS Project No. 2004-0840
PREPA D BY DATE CIIECKED BY DATE
u
.y
UUBHh
Y
PUBHhU
i E?lf
f
PUBH')

PUBHh PUBA
PUBH?
JJ PUBh w]

Feet
J 250 500 1,000 1,500 2,000
A,
Legend
USFWS National Wetlands Inventory
Wetland Inventory ID Blanchard Circle Site
Charlotte, North Carolina
PUBHh, Palustrine Unconsolidated Bottom CWS Project No. 2004-0840
Permanently Flooded Diked/Impounded
U, Upland PREPARED BY
O
IL DATE

/Z ^ 7-(V CHECKED BY DATE
.
•
i ri to C',d 'e . 9
\ Scrl
Uni• ortant Intermittent .-.,?
Stream A (418 If)
Perennial
Stream A (230
d Important Intermittent
portant Intermittent I Stream A(2) (2301f)
Stream A (172 If) - Unimportant Intermittent
Stream A(2) (701f)
SCPS
SCP2 p rumportan igtertnittent
SCP Stream B(5N
SCP7'
/Q ?0. ??SCP4
portant Intermittent Stream C (200 If) "SCP6 '\
DPI ( ) \
Wet' nd AA 0.11 ac. \
$j• DP2?
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED AND SURVEYED WITH
A SUB-NIETER GPS UNIT BY CAROLINA WETLAND SERVICES, INC. (CWS) ON
DECEMBER 13, 2004. JURISDICTIONALFEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
0 120 240 480 720 96Feet
Legend
Streams
- - Unimportant Intermittent
---- Important Intermittent
Perennial
- - UT to Prince Mill Creek
wetland
Parcels
Roads
Project Boundary
Photo Point
SCP1 Stream Classification Point
DPI Data Point
(.I Carolina Wetland Services
550 E. Westinghouse Boulevard
Charlotte, North Carolina 28273
REFERENCE: GIS LAYERS PROVIDED BY UNION COUNTY, DATED 2003.
Figure 1. Approximate Jurisdictional Boundary Map
Satterfield Subdivision Site
Indian Trail, North Carolina
CWS Pro'cet No. 2004-0840
PREP t4BY A CHECKED DATE
(G Zd r,L/J^ 6zir •aY
A,

BR NCH 31 30 29 _28 6 0
25 24
CEP Snimport nt Intermit ent 23
St (225 If Iml acts
o -
c _
J, -?_- portant erm tt'ent}
-??- - -'"-- ! Stream 128 ?Imp ct
PROP. 50' R /w Pere?? p
/W t 28'B-B S Gam A ?(23_?-l?I prr>'acts) /
2
33 rn \ i
a LOC 7-ED
21 DI CH PROP. WE POND
Important I ermittent
Stream A (1 If Impacts) \..
34
eke SO
s 20 Im ort nt Intermitten
S ream 9 Impacts
o
35 14 19 17 16 15
O ?
1 a? \ \ I I_? 1t
36
\ PROP. 0' (28'Ec6?
37
i
7 a 9
O 3 S
00 2
1
39 \
/ C
APPROXIMATE SCALE: 1 INCH EQUALS 200 FEET
0
/ I 1 till 111/1 / 1_111 \ V_

etland A,?-f0.0
? I

mpacts
% O sba G
Carolina Wetland Services
550 E. Westinghouse Boulevard
Charlotte, North Carolina 28273
REFERENCE: AUTOCAD DRARTNG PROVIDED BY FRONTIER LAND SURVEYING, DATED,
1LPMW4.
Figure 2. Original Site Plan
Satterfield Subdivision Site
Indian Trail, North Carolina
CWS Project No. 2004-0840
PREP D BY CI EKED
Dl-'a X1 DATE
I.28•?r
?_ ?? 1 -? --c- ELI------I-----? --1--- ; I----'--?-?? ---cs--??--- --J
25' COM-MON AREA
I llll / / /
// /VIII / /
? ??? ? ! III I I I I
\11 ff CO?MON ARE
f

/

30 29 28 26'6 25/' 24
/ 23
31
/ /, /

A.
SDIIH-TA
/
PROP\\110X,
.T01/: 8450
TOP:\A50.0
01- 9 't-CS-12
I n
1 f?_ f \ A,2 I l ?° St If of Impact
I
1 ! \ \ \ \ Imprta?t Int rmittenF -'\\???/ -'I o + 1 lD \ ____
1 1 1 / \ \ \ k \ \ \ Stre m A 61 ?f of Imams of I _ ? / - - -
`I 1 11 \ ! \? 33 \\ \\ \ t\ \ \ \\ \1 11 1\ \ \ PROPoYV 0E1FjI1I0N
ll /
'DRr
I I I I fl \ \ \? \\ II 1 "'"\I ?I II \1 11 i \\ aoi? 6?s \ \ \ 1
lo ??
I i l I I 1 \ \ 21 \ FES6 n d A-A
---
I I I I f I 1 \ I I 1 1 \\^?? 013`a?res of Impact-d
-
I I I i 11 I I \ \ ? \ \ I f f II \ \ ? \ -- 0--,\\ ? ! // // /?_ '-
1 f l I I I 34I
I V I 1 \ \ \ V V A A i5 20 14
2 0\ T3 t
I I I I I I \ 35 I \ \ \ I\ 17\ \ 16
I i I 1 I I 1 I I 1\\ 18
II I\ \\ \\ I I 1 i / 19 1 \ \\ \\ \\ \\ \\\ -- Ce3:- 11 \\ \ // // If I
I 1 \\ \\ \ J? I\ 1 11 ? y ? ? \ \ \\ \ \ \ -? _ ?? ?,/ ? \?- --- - qIp ropose?/Se?;?'e/rl ine
1\ \\ \ \ \ \\ 36 0, 660
\ \ Q 1 / - \ ...cs-ti
I \ Q
\ \ I
1 1
1 I ? ?
\\ 1 I ^ ?v 1 1371 I I X11 ;? II I \ \\ \\\` 7 8\\ 9 \\ \ \ FEr28
I I ` 1 I ? I ! \ 5 \ \
I I I I 1 I o 11 1 ill 3
I CD
\ , 66
!/ I i I 3$/ I i \ 1 I G` b
1.
CO-
113-23 r
APPROXIMATE SCALE: 1 INCH EQUALS 200 FEET '-- J \ 0 1 \ \ \
?.) Carolina Wetland Services
550 E. Westinghouse Boulevard
Charlotte, North Carolina 28273
REFERENCE: AUTOCAD DRAWING PROVIDED BY FRONTIER LAND SURVEYING,
DATED 1252005.
Figure 3. Proposed Impacts
Satterfield Subdivision Site
Indian Trail, North Carolina
CWS Pro'ect No. 2004-0840
PREP 4TE C KED DATE
?a 2r .cs'

1
NCD\V'0 `trait Classification Form SCP1 - Unimportant Intermittent Stream \
Project Name: Blanchard Circle Site River Basin: Cat:nkhn County: Union Evaluator(s): PAK & ALH
DWQ Project Number. Nearest Named Stream: Price Mill Creel SiLmaturcls):
"
Date: 13113r04 USGS QUAD: -latthc•.vs• NC Longitude: WSW 40' XS" Latitude: N15"3'
LocatiorvDirections: From C iarlottc tr"%el earth on 1-77, rake the 1--3S5 E'exit (exit f). Take exit i toward Matthews and tom ti??ht ?mto Last John
Street After 1 mile. East John becomes Old Monroe Road- Continue f'or another? miles and tum right onto Waxhaw Indian Trail Road. Tian !clt
onto Blanchard Circle alter approximately I mile
-PLEASE VOTE: Ijrruiuomr and laulanv'er agree that the feature i%a vtan-arade ditch, then use njthi.s firm is ,at nrcessary.. dw; if in the beat pn. fessinnal jurl, rtuetn tf'he evaluator, the -
feature is a nuar-nade ditch and nun it nadijied natural weam-this rating sptent shaaid nat be used*
Primary Field Indicators: (Circle One Number Per Liiie)
i
1. Geonmrp-hglo^y Absent Weak -lnderate Strong _
1) Is Therc A I?it31e-Pool Since,
2) Is The USDA Texture In Streambed
5) Is -Chore An Active (Or Relic)
_
F1oodQlain Prescnt'? l 12
6 Is The Clmmwl 13mid_(P 1 2
9) Is A Continuous Bad.- Bank Present? 0 QI _ 3
•_A"OTE: !; <d ?? ?3,nrk Cata(d 3v 1Diic'hin-'g.lnrl WIT1101, 7Sinuosi I Then Score=!!'1
- -- ---?-- ------- -- ------
10) Is :A '_°'' Order Or Greater Channel (As ineiieatad
Op op A1:rP_Ind'Or In Fi, IMLP_-es_nt^ _ }t-s-3 - ---- ?n=!d------ --
1'RI.II.IRI'GEO.11021'IIOLOGYI;\'DIC:ITOItPOLVTS: J -
11, Ilsdrologav_- -- _.\bsent Weak-_---- ---_-Iodmite --?Irnn
I) Is l"here A Groundwater - - - --
F1,m_,Dis?har,cl'r_c.cut°_ 0 - ?- -_ _ -' -------_
Pitl.IL I R I' 11 }'DROL OG I' INDIC I TOR I'OI,VTS: I
Ai_ 1? of P:ea it in Sueunhea:_ ,
------- -- ----- ------
2 Arc Rooi;. I. rc_ nt In snit u_.! `d, _ .--3-_ _-
3) Is Pnirh ii

??\rc
PRLILIRYGIOLOGYL\DiC:ITOR POLVTY:
Secondar._Ficld indicators_ (Circe One.A'wdv Put L;I!t)
1, GeomorpllID l ngv
111. 111ic_ \ ICei l_Cut P e< nt In Chmmcl' 1) Il? - ----
_j1, ihcic__Cm 1cConnol PointhlChinnel:_ _-.---- U-- - l.- -- - ---- _ --.-_
3) Does TopoLmmphy Indiccte ;A
I
--
Nnitnal1Va0
SECOND. 11?Y (;EO.t1ORl'L1OLoGY 1AD1C ITOR POLV'7S: I
II. IINdrnlrlqy_
1) is Phis Year's (Or Last's) Lcallincr
Prescnt In Sncand?--d°

\\'cak
3) \i-o Wrack Lilies Present') - o.? I__ ---
1) Is Water 6t Ccannel .-Ind -- 4S Ills. Sine: 0 0.3
Last Rtrmt_n Rai)r° r`v;!)TE: !(Ditch bndicatcd 1111 Pus Sic,, imi
5) Is The:c Water In Channel During Dry 0 0.5
Conditions Or in Gmwinc 5?:1,mW _-- -- -
61AL Ifi_dric Soils Prsent In_Sidcs Of ChallmAL)r In Iie;IJl utL
SECON"D.IRI'll }DROLOG}'I•\"DiC.ITORPOIN'TS: J ----
1 Are Fish Prescnt?
21Are-Amphibi• ns Pre_?nt'
of A-weal:
0.?
5 Are NLicinhentho, Present?
fi?rc iron t)riLlizimy13;mcriavFum_us P-oscnt.' 'IN 0.3
3) Al,: WC11:111d 1?lants in SlrClll:beel) SAV -Mostly 013L -Mostly FACW Mostly FAC Mostly FACU
( `,VOTE: it Total.lbsence Ot.111 PLma fit Strzrrmbcd 2 1 C!.73 7 0
Av Awot 1_l hoi-e Skin T'ris Sim CNN LSS S.11' Pn:ccnt _
SECOND, 111Y 81OLOGY L\'DIC I TOR POINTS. 0.5
L?
1.5
-Mostly UPL
0
TOT IL POINTALI'-rrinrrHy_ YecunrktrJ'1= la,?jlfGrrater 7f11n1 Or Equal To 19 Points The Stream Is.1t L wst 1wor uirientl'
NCDWQ Stream Classification Form SCP3 - Perennial Stream A
Project Name: Blanchard Circle Site River Basin: Catawba County: Union Evaluator(s): PAK S, ALH
DWQ Project Number. Nearest Named Stream: Price Mill Crcek Signature(s):
Date: 1211'04 USGS QUAD: Matthews. VC Longitude: W80`-10'-L9- Latitude: N35" 3'
Locatiorv Directions: From Charlotte, travel south an I-77, take the I-495 E exit (exit Take exit 52 toward Matthews and turn right onto East John
Street after I mile Enst John hccnmes Old Monroe Road. Continue for another-') miles and turn tight onto Waxhaw Indian 'Trail Road. Tom felt
onto Blanchard Circle after annroximately I mile.
-PLEASE NOTE: !f evalantar and tondo nner rr rre d+at the feature is a than-inade ditch, then use of thisform is not necesmn)y Also, if in the best projessionat jud;ement oJ'the evaluator, the
Jeuture is it man-made ditch and not it modified natural srrc•run-this r(mt;,.sjstem should not be used'
Primarv Field Indicators: (Circle One MunberPer Line)
1. Geomorp haIoLy \bsent Weak Moderate Shorn,
1) Is There :A Riffle-Pool Sequence? 0 3
2) Is The USDA Texture In Streambed
Different From Surrnundin"Terain? 0 1 3
3) Are Natural Levees Present? II 1 2
5) Is There An Active (Or Relic)
Floodplain Present? iQ 3
S) Is There A Bankftdl Bench Present? 0 1 -? 3
9) Is A Continuous Bed eX Bank Present'? 0 1 3
('.'TOTE: IfBed & Ran' Caused By Ditchim,, red WITHOUT Sinuosin• 77ren Score=0')
_
10) Is A 2nd Order Or Greater Chamtcl (As Indicated
On Topo Mnp.IndlOr In Fielri) _Prescnt'? Yes=3 No
PRLI L l RY GEOB IORPIIOLOGY INDIC I TOR POINTS: 10
IL IINdralo^v _ A,1)sent Weak Moderate Strong
1) Is There A Groundwater
PRLYLdRY II Y'DROLOGY INDI C 17'OR I'OINTS: 3
Weak
- -
Are Rooted Plants P: eat In Socambed°
3 Is Pcri hvton Proscu,
1) Are Bivah cs Present:'
PRLILIRYBIOLOGYLNDIC]TOR POINTS: h -??
Secondary Field Indicators_(Circil, One.r;umbcrPerLiuet
1. Geo 110MIl lp1w Absent _ Weal: _Moderate Mrong _
1) Is rl e A II_ad Cut Present In Clan Tel'- D _ 0.5 ) Is Tltcrc A Gmdc Control Point In t hnmicl' 0 --- - 0 _.-- 41?-- ----- =
3) Does Topography hrdicuta .A -? -
Natural Drain _tc? Il ---- 0.=----- n--- -- I._ ----
SECOND, 11? YGEOMORPHOLOGY INDIC• I TOR POLVYS: 3
II.IIS_droloyv _ Abscnt 1Vcul_ Vlodcralc ____ Stromy_
1) Is This Year's (Or Last's) Lcatlitter
Present In ?tr
r.
rm>
bed? I _ 1 0.- o __--
-
-
_
_
2)_I,. Sediment On Plants Or Debris) Present' -- -- _--
--
3 Are Wrack Lines Present-' 0 0.5 1.5 _
i) Is Water In ChannelAnd=d9 His. Since 0 0.5 F 1.5
1__ist Xnnrert Rain? (".VOTE: /fDitch fmficut,, ht -9. Ihnr e Sip Tlis Stcp And rij R, Im,1
5) Is There Water In Channel During Dry 0 0.5 0 1.5
Conditions Or In Growim, season)?
6),Are Hydr c Soils Present In Sides Of Channel for In Headc,, Yes 1 No=0 _
SF_CO,NDARYIIYDROLOGYINDICITORPOINTS. 6.5
TOT.-I L POItV'TS (Primtrrr=Second rt')= _;1__1/f Greater Than Or Fgnnl Tu 19 Points The Sn gran Is. it Least Intermittent)
6) Are Iron Oxidizing BactedvFuneus [resent? ?N 0._ I I
-
7) Is Filamentous _ lLme Present.' 1 1.5
3) Are Wetland Plants In Streambed" SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(" :NOTE: I1 1'utal.l bsence O:111 Plants In S?rcmabcd _ L 0.75 0.5 0 0
Is :Voted .-Ibrn e Ship TGis Step UNLESS S-) V Prescn&).
SECONDARY BIOLOGY'INDICIToll POINIS. '.S
NCI)\VQ `trc:un Classilicatiou Form SCPi - Unimportant Intermittent Stream .A
Project Name: Blanchard Circle Site River Basin: Catawba County: Union Evaluator(s): PAK ?-, ALH
DWQ Project Numbcr: Nearest Named Stream: Price Mill Creek Signature(s):
Date: 121 ',04 USGS QUAD: Alatthctv,. NC Longitude: W30" 40' 48" Latitude: N35"3'
LocatiorvDirections: From Charlotte'' travel south on 1-77, take the 1-185 E'exit (exit -?2). TAc exit 52 toward \latthews and hunt rich[ unto East John
Street. Alter I mile. East John becomes Old Monroe Road. Continue for another 2 miles and turn rieht onto Waxhaw Indian Trail Road. Turn !cft
onto Blanchard Circle after approximately I mile
*PLEASE NOTE: !f rvaluaav mu[ lundn hence rcgrce that the feature is a man-rnmde ditch. then use oI this jo-t is nui neec•,sswy-111w, if hi the be.+t per ji,ssiorntl jud,,enteut ol'the evufuutor, the
fcvaure is it aura-made dirch and nut it nr(prliJied natural etream-this ratio, a}•stenr should nut he wed*
Primarv Field Indicators: (Circle One umbcrPerLine)
1. Ccu liorpbolmp' Absent Weak Moderate Strom
1) Is TherL .A Rit7lo-Pool Sequence) I -
2) Is The USDA Texture In Strcambcd
5) Is Thcrc An Active (Or Relic)
6) Is Tli_Ch,hnn j-
9) Is A Continuous Bcd - Bank Prescnr? 0 U _ 3
(*.AOlh._1T3ol. Frnrk Canst'd 3v, Ditch m?bid WITHOUTS'm sr;n?Then Scorc• 0*? _
10) Is :A 2"' Order Or Grcacor Channel (As Indicated
0n__TioRo-\I:uP_In(L'Or In Field)_Prescnl:' _ Yu.-3 ------- -_?P-- ------- -------
P1tIJL I RY GEO.11ORI'llOLOGYIA'DIC I TO1t 1'OL\'TS: !
11.11+^drolo4 __Absent ---_1\'c;ul-- -- \tnhlcrate -_ tilrnnz
1) Is Thcrc A Groundwater -- -- - -- -
Fhnv Din_Ir;u'_c Present_?-- -3 -__----
PIMLIR)'ll)DROL0GYLVDICITORPOINP..- 1
Ill. Itioloq+'. \bscnt \\'cak \loderate Srrnn'?_.
1)-Ai I :i,i Row: P.aent In snt tm - II
:\I'C IZ lll,l:. l -III P:C'ent In stlc In "•I

-41__Ar.: 13ic:.? 3--- - --- 3 -.. _
PRL1LIRl'GIOLOGI'L\'DIC'.ITOR I'01,V7S:
Sccnndarv Ficld Indic:ttnrs: /(l!'C?i Une .A7uur•rr Pcr Liuc'1
L "Comorp-holn..", .\bacnt Moderate Strnm•
11 I I h „ -_ A I I td (llt-I I?,?cnt In
211s th •rc :A (t Ie Ccmrgl Point In Ch'w A?
3) Docs Tope-,raphy Indicate :A
SECO.A'D.I/Z }'GEO.I[ORY110LUG}'/ADIC.I!'Olt POIATS:
\Vcak _------\lo icratc ?;tronq,_
1) is Phis Ycar'; (Or Last's) Lcatlincr
_Pre<cnt In SIrc_rmhcd" 1._ I _ ;1.- __-- -
3 Are WmA Lines Present' -- SIN US _ l I.`
4) Is Wat:r In Channel . ind 4S His. Since 0 OS © L:
1_a5t /import R"Im., Lwch lnrficnle;i'n ;q.Ihnr Tip Iris `tr • Joel : Rcline') --
5) Is Thcrc Water In Channel During Dry 0 0.5 L 1.5
Cnuiitions Or• to Cirowine S?•?5on1_ ___ ___
6 :Are liadm,: Soils Present In Sides Of(hannel (()r Ill V,-0
SECO:\D.-IRI'll )DROLOGYLVDICITORPOINTS. J
2 Are :1m,l:ibiall,
4LA
ire Iron Oxidizing Cac_cn, Fum_tt; Pre_e_.(
bunt Weak '%loderate Strong 0.5 1 1.=
3) Are Wcdand Plants In Strcambcd' S:AV Mostly OBL Mostly F:AC\V Mostly FAC Mostly F:ACU Mostly UPL
(',AOTE:It Toral.Ibstnc•aQj-111P!mLslit Stremnbcd 3 1 0."S 0 J
,J.r woc1_11 c Skip Piis Srcn L'.VL SSS!V PrcLe,-7-' . -
SECOAD.IRYI1lOLOGY1.\'DiCJ7'ORPOINTS. t).i
TO %: IL POl_bTSjPringn ecnndm't':= !a.-j?ifGreatrr Than Or Lauul To I9 Points 7'he Steam Is. It Least Micr+nittenr)'
VCDNVO Strearn Classification Form SCP2 - Important intermittent Stream A
Project Name: Blanchard Circle Site River Basin: Catawha County: ?'nion Evaluator(s): PAK S: ALa
DWQ Project Number. Nearest Named Stream: Prig; Mill Creek Si,--nature(s):
Date: 12/1304 USGS QUAD: Matthews. NC Longitude: WS0` 40' -18" Latitude: N35°3'
LocatiotvDirections: From Charlotte, travel >outli on 1-77. take the 1--185 E exit (exit Take exit 52 toward Siatt hews and hum riaht onto East John
Street Alter I mile. East John becomes Old iltonroc Road. Continue for another 2 miles and turn ti!,ht onto Waxhaw Indian Trail Road. Turn left
onto Blanchard Circle after approximately 1 mile.
`PLEASE VOTE: if evaluauu and lmtdowner,r,ree that the feature is a Incur-wade ditch, then use t Jthis jortn is nut necemary..11so, if in the hest prof essiarhal judgi,ntent a/ the evaluator, the
feature is a ratan-made ditch and not a modified natural streaw-this rain., systeut should not he used"
Primary Field Indicators: (Circle One Number Per Line)
L Gcomorphnlo^V Absent Weak Moderate Strom"
1) Is There :A Riffle-Pool Sequence? 0 ? 2 3
2) Is The USDA Texture In Strcambed
Different From Surmundin, Terrain? 0 2 3
31\re Natural Levies Present? Q l 2 3
d) Is The Channel Sinuous'? 0 l 3
5) Is There An Active (Or Relic)
Floodplain Present? 0 1 ?2 3
6) is The Channel Braidcd? 1
1 2 3
?
7 )Arc Recent Alluvial Deposits Present? 0 __L'J 2 3
3) Is Them A 9ankfull Bench Present'? 0 1 3
9) Is A Continuous Bed & Bank Present? 0 1 3
(*-NOTE: It R d C Bank Caused Br Ditchimg.bid WITHOUT Sinuosity 71rem Score--11"1__
10) is A 2"a O.dcr Or Greater Channel (As Indicated
_ On Topo Map . nd/Or in Field) Present? Yes=3 N", _
1'RLILiRY GEO.1101W iOLOGY LVDIC 1 TOR POINTS: II
iI Ilvtlrola,_V _- \bcent Wenk Moderate strnn
1) Is There A Groundwater
Flow,Discharec Present'? 0 n _ 2 3
PRLIL II? )' HYDROLOGY I,N'DIC.1 TOR POLVTS: I
Iii. Biology-_ --
:1h_scnt Weak Moderate Stron^
_
I) .Ar Fibrous Roots Pres?nt In She tna •d'? 3 _ 2 1
2) Aie Routed Plants Prescnt In SI%c mt cd'? 131 3 1 0
3) Is Pei vton Present^ _ 1 2
- 3
ire Bivnivcs Present.' -- -- _ tl- _ I ?
PRL1L-IRYBIOLOGYLVDiC. ITOR POINTS: 6
Secondnrv Field Indicators: (Circle One V wnber Per Line)
L Ceomorpholo^v__ _
------ :Absent Weak __ -,Moderate
- -- _ Strong-
1) Is l1ere_A ll?ud Cut Prescnt In Channel? 0 0.5
2 Is There :A Grade Control Point In Chmutel'? 0 0_?
3) Does Topogaphy Indicate A
Natural Drninace Wav'? 0 0.5 ?I L5
SECONDARY GE0.11ORPHOLOGYGNDIC.ITOR POINTS.- i
H.llvdrologv Absent Weak _ Moderate. Stroma_
1) is This Years (Or Lust's) L:atlitter
Prescnt in Slreambed'? 1.5 0.5
_
2 is Sediment On Plants (Or Debris) Present
0
0,5_
1 _

?
Ti
3) Arc Wmck Lines Prescnt'? 0 l._ l L5
4) Is Water In Chatutel And %da Hrs. Since 0 0.5 ?I 1.5
Last Known Rnin? (VOTE: it Ditch Indicated In 49_lbove Skip This Ste la(I 45 Below'" )
5) Is Tltcre Water in Channel Dunn_ Dry 0 0.5 1.5
Conditions Orin Growin_ Scasonl"
-
-- __
6) Are Flvdtic Soils Present in Sides Of Channel Or In Ilearlcut )'? Yes- No=0
SECO.N'D:IR)'II)DROLOGYiiYDICITOR POINTS: 6.5
TOT IL POLVEY PrimmuLy - Sec afar y)= 23.5 (If Greater Tlutrt Or Equal To 19 Points The Strewn Is:11 Lcast IntermtittetiO
3) Are Wetland Plants In Strcambed? SAV Mostly OBL Mostly F:ACW Mostly FAC Mostly FACU Mostly UPL
(' :VOTE: If Total Absence 0f.41l Plants In Streaniked 2 I 0.75 0.5 0 0
.-Is.\"wed .lboi e Skin This Step UNLESS S [,' Present').
SECONDARY BIOLOGY LVDIC 1 TOR POINTS. I
NCDWO Streatn Classification Fenn SCP3 - Perennial Stream .\
Project Name: Blanchard Circle Site River Basin: Catawha County: Union Evaluatorl s): PAK & ALH
DWQ Project Plumber: Nearest Named Stream: Price Mill Creci< Si`naturc(s):
Date: 11-i13'04 USGS QUAD: yiatthe%v,. NC Longitude: WSO"-10' 1S" Latitude: N35°
Location/Directions: From Charlotte, travel south on 1-77, take the 1-485 F exit (exit Take exit 5? toward \latthe,.vs and turn ri?2ht onto Fast John
Street. Alicr I mile, East John hecnmes Old Monroe Road. Continue for another ? miles and rum 6211t onto Waxhaw Indian Trail Read. Turn left
onto Blanchard Circle after approximately I mile
'PLEASE :VOTE: /jevnluamr and landowner q; ere that the Jonure is a uran-aurde ditch. then we aJ'this jurrn is not nei.emary.. also, il'in the Gent per Jessiuual juJ; c•ntent aj the evaluator, the
Jeuture is it man-rnude ditch and oat it modijied aamral.ureanr-this raua .spteat should oat be used'
Primary Field Indicators: (Circle OneNiunbe)-Pei- Line)
L Geomor tI hology :Absent Weak Moderate Strom, _
1 Is Tlrcrc:ARiffle-PoolScIL-.11 't 0 3
Z) Is The USDA Texture In Streambed
Different Frem Surmundin,_ Tenain? 0 i F
3 Arc Natural Levees Present? I. 2
5) Is There An Active (Or Relic)
,_Aro Recent Alluvial DepositsPrese
9) Is A Continuous Bed S Bank Prescnt? 0 1
'(A TL.. 7fGcd ?C Rank Caused r_Ditclrin?1r.d W T11OU7' S,mwvin 771cn Score--l1 *)
10) Is A 2°u Ordcr Or Greater Chamrcl ('As indicated
On Fopo Mop.IruUOr- In Field Pro_nC? Yes=3 _ An
PRLI L I R Y GEO.11ORPHOLOGY INDiC I TOR POLVTS: 1 /l
1) is Tharc A Ground«:ucr
Moderate
PltLIL 1 RY III'DROLOGY IA"DIC 17'OR POINTS.3
Hl.13iolo- \bsept____- ---- Nioderatc--
ILtc FilgnuslKooi? Pre:- nt In Sngamhcd? '. _I
2)-.,\ Rooted Plants P:__ nt In S(rc.unl •d_ - -- - - _ -_-- )_-- -
3) Is P npln_tori PreFc_tt_`- ------ ----. ;IM
4) Ale Ri%alves Present____-- - _I
PRLILIRI'BIOLOGYLVDICI7'OIt 1'OI.V7S: 6
Secondar?Field Indicatgrs_(Cu'deOne.AuntaerPerLiur)
L Gcomur rI 11 oh) -:N- -A 1), C lit
ws T IpFI load Cut PICSCllt In thannol°
-- _ t) -
?) Is Tlac_c ,\ G.-Ida Ccnlr I P,?mt In (I ,nn,l" - 0
3) Does Tupo_mphy india,r, A
Natural Dr,)ina_c
S'ECOAD. I R Y GEOMORPHOLOG )'
1) Is This Year's (Or Last',) Leaflittcr
LA'DIC I IOR POLV7S: 3 _
Strong
-- Aio derate -Siron_ .--
Presc:nin_ncgnahed° ------.- I_------- 1--------il.' 2) Is Sediment On Plants Or Dcbis) Present:' 0 _ Q.= l_ -- - --
?re','r'rac!_l.incs Pr_scn[:' - 0 0.5 n 1.:
J) Is AVarer In Channcl And : aS His. Since 0 0.5 III 1.5
1 ast Kronen Rain" *I A'O1E: lfDiteh Indicatr:i la =9.lbnre Skip 77ris St?,_r Intl =? R, low )
5) Is Thus Water In Channel Durmz Dry 0 0.5 ? 1.5
Conditions Or In!', ro? in, Season)? _ _ _
6)Are Ih,dric 5III-s I ;escm III SidesOf Climmel or In Ileadc-utf 3'es 1 No 1)
SECOND. IRYIIYDROLOGYLVDICITOR POLVT.S: 6.5
Absent-- _ Weak Aoderate S(rom, -
1) Are Craviish Prescnt.'
_(,)_\re irml 0mdi"i11 i ,1 C.ejiaLCun_us Pro6_nt_- 'INS- 0.- _ I 1.5
7) is Pil.-mm1teus Al,-m, Pre°cnt_.' 0.`
3) :Are WctLunl Plants bi Su ntbcd? SAV Mostly OBL Mostly FACA1' Mostly FAC Mostly FACU Mostly UPL
(' NOTE: It Total.l bsence QJaU Plants lit Strcambed - 1 0.75 M 0 0
.-Is.Vored. Ibove Sl_ip:is Slc•a UNLF.SSS11 Present')
SECO:A'D,1 R Y BIOLOG I' LA'DIC:17'OR PO/,V 7S:

TOT -1L POINT-511'rinturn, +Searndnr _ _t (_[J'Greuter Than Or Equal To 19 Points The Stream Is, it Least Intermittent)
NCI)\VQ Slrmin Classification Form SCP4 - Unimportant Intermittent Stream B
Project Name: Blanchard Circle Site River Basin: Catawha County: Union Evaluator(s): PAK & ALI
DWQ Project Number. Nearest Named Stream: Price Mill Creek Signature(s):
Date: 12113.04 USGS QUAD: Matthews. NC Longitude: W40°40' 44" Latitude: N35° 3'
LocatiorvDirections: From Charlotte, travel south on I-77, rake the I-4S5 E exit (exit #2). Take exit 52 toward Matthews and turn rieht onto East John
Street. After I mile East John hccomcs Old Monroe Road. Continue for another 2 miles and turn riuht onto Waxhaw Indian Trail Road. Tom left
onto Blanchard Circle after approximately 1 mile.
' PLEASE \OTE: If evaluaun and landorvner agree that the feature is a moo-made ditch, then use of this form is not necessary. dtso, if in the beat professianul juJ eaten! afthe evaluator, the
feunrre is it mmn-nmde ditch and not a modified natural stream-this rating system should not be used'
Primarv Field Indicators: (Circle One:VumberPei- Line)
I. Ge2m2rph-Wo,•v Absent Weak Moderate Stron_-
1 Is There A Riffle-Pool Sequence? 0 Qt 2 3
2) Is The USDA Texture In Streambed
Different From Sunoundinj Termini? 1 2 3
3 ).Arc Natural Levees Present? f 1 2 3
4) Is The Channel Sinuous? 0 n 2 3
5) Is There An Active (Or Relic)
On Togo i hp. fntb'Or In Field Preren[? Y s=3 Ao=
I'I?J1IARYGE0,1101?PIIOLOGYI,\DIC 17'02 POLVTS: 3
11. ihdrology .Absent Weak Moderate Strom
1) Is fhcre A Gromuiwatnr
FlowiDisc haiLc Present? _ 0 QI 2 3
PRLILIRYIIMD20LOG1'I:\DIC170R I'OLV7S: I
Ill. Biology
Jl Are Bieak es Presc,,W
i'LUd1:1RYI310LOGYL\DIC-17'01?POLV7S: h
Seconllarv Ficld Indic:uors: (Circle One.\'ttnnber Per Lium'f
1. (et) ntormholn'•y -
3) Docs Topo _iaphy Indicate A
Natural Drain_i? e W;iv?
SECO.VD,1 R M' GEO.110RI'IIOLO(;Y LN'DI C I TOR POLW S: I
IL 11vdrolouv _ .-absent Weal: Moderate Stron_
1) Is This Year's (Or Last's) Lcailitter
I)?Are Fish Precnt.' ply - 0? 1 ?- 15
2).Are A "hibians Present? I? 0.5 1 I. _
3 Are. quaticTunles Pre_cnt'? 0.5
1 1.5
4).Are Craytuh Present? _
1 1.5
5 Are Macrobcndtos Present'.' 0.5 l 1.5
h Are h'on Osidizine Bacteria Full,'us Present:' t V.5 1 1.5
7 Is Filamenieus .Lae Present? SIN 0.5 1 1.5
3) Are Wctlaud Plants In Streambed? SAV Mostly OBL 'Mostly FACW 'Mostly FAC Mostly FACU 'Mostly UPL
(*-NOTE: !I Total,lbsence O/'d!I Plmus In Streambcl _ 1 0.75 0.5 0 0
s Voted.l bore Skip This Step U;VLESS S_! 6' Present').
SECONDARY RIOLOGYL\'DIC,1 TOI? POINTS: 1.5
:rOT.1 L POLV7S (P`intgrt, ticcnlTrinrt')= 1 (If Grunter Than Or Equal To 19 Paints The Stream Is At Least 1wermittetu)
9) Is A Continuous Bed R Bank Present? 0 U 2 3
L*:VOTCr I1'Ded & Bank Cuuscd IJv Dilchin!.lnd IVI7_I,IOUT Smitositt, Thcn Score=0*)
10) Is A 2nd Order Or Greater ChanucI (As Indicated
Last IGnnvit Rmu7 /"AOTE.' 11'Di!ch Indicaic-d br U9.lbore Skin This Stey, lml ''-i 3c1ow:' __ _-
5) Is There Water In Channel During Dry 0 0.- I 1.5
Conditions Or In Growim-, Season)'?
g Aic I{VOP1C Soils Prescnt In Sides Of Channel (Or In Ileadcut)? Yes'= (.- Vo=0
SECO,\DAR Y II }DROLOGY L\DIC. I TOR POINTS: 4.5
NCDWO Stream Classilication Form SCPS - Important Intermittent Stream .V(2)
Project Name: Blanchard Circle Site Zivcr Basin: Catawba County: Union Evaluator(s): P.AK & AL t
DWQ Project Number- Nearest Named Stream: i'rice Mill Creek Si, natures):
Date: 121!1 ', 04 USGS QUAD: Niatthc%v, NC Longitude: WSW 40' 48" Latitude: N?5° -
LocationhDircctions: From Charlotte travel south on 1-77, take the 1-485 E exit (exit 2). Take exit 52 toward %latthews and turn rig-,ht onto East John
Street. Altcr I mile, East John becomes Old Vlonme Road. Continue for another _'- miles and tum ri¢ht onto Waxhaw Indian Tr-ail Road. Turn left
onto Blanchard Circle after nVprr,xiinatcIv I mile.
-PLEASE NOTE: lfern[uauir and lmtdnnwcr q,ret that the f ature is a uvtn-made ditch, then use of this jinn is nut oecenarr.A Go, if in the best prt fes?ioua[ ju(;,rment o jthe craluator, the
feature is it mar-mate ditch and not a ouadijied oaturvd stream-this ratin., ,y..stem should nut be used'
Primarv Field Indicators: (Circle One Number Per Line)
I. Cen11101)11010 w Ahsent Weak Moderate Strom,
I) N There .A Riffle-Pool Sequence? 0 ? 2
2) Is The USDA Texture In Strearnbed
Different Fmm Surroundim, Temin? Q ?1 2 3
3) :Ate Natural Levices Present' 'o I 2 3
4 Is The Channcll SinnoUS? 0 1 2 3
5) Is There An Active (Or Relic)
Floodpleia Prescnt? t) I ?11 3
7) Are Rucent Alluvial Deposits Present'_
9) Is A Continuous Bed &: Bank Prescnt? 0 1 3
(-.VOTE: 1f lie'd cC l3rmk Caused Btu Ditchln> . btd WI WOUT S nw ihy Tlwn Sc'or e=o*)
10) Is A 2°a Order Or Greater Channcl (As Indicated
nn Topo %1,!p Jm 'Or In Fiald) 1r-sent? }es=3
I'ItI.IL-121'GEO.1101?l'IIOLOGi'L\'DIC 17'OR POLVTS: 9
It.IBdrolo•,y Ahsent Week \Igderate _ Stroll.,
1) Is There A Groundwater
1?IowtDischare?Prescgt' _ - I ---, Q 3 ---
1'1tIdLI2YI1YD20LOGYLVDIC.17'OR POLN7S: 2
III,,i3inlo?•v _ ------- -__-?bscnt - Wc:clc --- _ Uodcr:uc_._ ?tron? ---
.Are Fii-hmus Ra t Prescnt In --_-
:IAArc Rool?-d_Minis Pirc,cnt In Sgcaml_cd' 1 -1-
3 _k I c? n%tan 1 i .art? tl -----
a), Arc Bisalves I is ,t? _
-
- - 1
-- - '
---
-
PRIJLIRY3IOLOGYLVDIC1TOI?POIALs'.
,'?ccondars Field Indicators: (Circ!eOne.VumcerPcrLLuct
L Gcontor w1oLr Ahsent \Vcalc \lgdcrate - tromp-.--_--
l)- 1lt •r, A ll?nd Cut Present In Ch mnncl' I
2)1s lh-:e_A Gi Idc Control Point Inn <hJnner 0
3) Docs Topography Indic:u.:A
Nmuml Drainaee 1V:rv' ill l.?
S'I'CO.\D.IiZYGEO.IIORPIIOLOGYIJDICITO2POI.V7S: ?..i
11.Ihdroloqy_ __ Absent Weal: k--- Nloderate Sirnmq-__ _
1) Is This Year's (Or Last's) Leailitter
Present In Strcantbed? 0.-- 2) Is Sediment On f!;tnts 01 Debris) Prescnt.° 0
arc Wn:ck I-mcs PLc_cnt:' 0 0 _ I I__ _ _
4) Is Wat:r In Channel, Ind: 48 firs. Since 0 0- 1 1.5
1 ast Eliotva Rnin? t '.VOTI_-: /'Ditch fwiiarted ht =9=lhnre SAip /-'Vi Slc, . Iml
5) Is Iliac Watcr Ill Channcl Dunn-, Dry 0 1 1.5
Conditigns Or In Growiil,, &3sc1n ! - - -
6 Arc, II lvdric Soils 1 n,;=, nt In Sides Of Channd LOr Ill I Icadctn)? 1 71 -.- No=0
SECO,\'D:11t Y 171'DROLOGY ItVDIC-1 TOR POLYTS: 3.5
2]l Ale \mp.hibian> Prescnt''
;Arc \lactnhenth_os Prescnt:' 0 n- 1 LS _
\re lion Qxidi in^ D,t?tcria Fumnis P:^scnt'? 1 1.=
Is Filmicntou_Plc>cnt'. OS I _ IS
3) ;Are Wetland Plants In Strcambed:' SAV \lostly OBL Mostly FAC\V Mostly FAC Mostly FACU Mostly UPI,
("NOTE: 117atal.-Ibseace 01-111 Pants lit Streambed 2 1 0.75 0.5 0 0
Is A'ntc1.I bore Snip Tlns Stc UNLESS S. I V p,lfen ?.
SECOND. I RY GIOLOGY LVDIC ATOR POLV7S: I
TOT. I L PO/.% TSLrintarp+5'econt i = 23_111 Greater Than Or Equal To 19 Points The Stream Is. It Least Intermittent)
NCDWQ Stream Classification Form SCPti- Unimportant Intermittent Stream A(2)
Project Name: Blanchard Circlc Site River Basin: Catawba County: Union Evaluator(s): PAK & ALIT
DWQ Project Number: Nearest Nmned Stream: Price Nlill Creek Signature(s):
Date: 12/13'04 USGS QUAD: Matthews, NC Longitude: W80"40'48" Latitude: N35g 3'
Locatiorv Directions: From Charlotte, travel south on I-77, take the f-485 E exit (exit 2). Take exit 52 toward Matthews and turn rieht onto East Join
Street -Alter 1 mile East John becomes Old Monroe Road Continue for another 2 miles and turn riLht onto Waxhaw Indian Trail Road Turn left
onto Blanchard Circle after approximately I mile.
*PLEASE NO M if evaluator and lrutdotvaer ugrre that the feature is a roan-omde ditch, then use of this form is trot necessary. Also, if in the best professional judgentettt of the evaluator, the
feature is a man-made ditch and not a orodified itatur(il.slreant-this train., aysient should not he wed*
Primarv Field Indicators: (Circle One Number Per Line)
1. Ceomornholo_v Ahwnt Weak Moderate Strom-
1) Is Thmc A Riffle-Pool Sequence? I© 1 2 3
2) Is the USDA Texture In Streambed
3 Are Natural Levees Present? 0 QI 2 3
4) Is The Charnel Sinuous? Q 1 2 3
5) Is Tltcre An Active (Or Rclic)

8) Is TI ere A Bankfull Bench Present'? 2 3
9) Is A Continuous Bed &, Bank Present'? 0
/°VOTT.-ffL'w4 of Bank Caused Br Ditchig,•.1nd WITHOUT Simrositr Then Scare=0") 2 3
_
10) Is A 2"d Order Or Greater Channel (As Indicated
On Toro Map :lrrtUOr In Field Present?
Ytes-=3 ,Vo=i11
PRLIL4ItYGEOtIIORPIIOLOGI'LVDIC.1TOItPOINTS:
11.Ihdrnlogy ?
Absent AVcnk
Moderate Strom
1) Is Therc .\ Groundwater
Flo%,Dischar-e Prescnt''
t
2
PRL11 I RY III DROLOGY LVDIC I TOR POINTS: 0
III_Biolo-"Y
1) :Are Fibrgu Roots Nes_nt In Streambed' _
-,Absent Weal:
2
Moderate Strtron^
I 0
-Pc: iLhvton Present"
Ore Bisalves Prey rt? _ 1 ? -- _-
PI?LIL 1 R I' BIOLOGI' LVDI('.1 TOlt POINTS`. 5
Secondary Field Indicators: (Circle One Number Per Line)
1. Gggmorvjwh)%s______ Abscnt __ Weak _ Moderate Strong
I) Is Thcre A 11cur3 Cut Pr_cnt In Channel"_- 0_5 I 1.5
_LIs lhcre_A Grade Control Point In Channel U 051 t
3) Docs Topo_raphy Indicate A
SE'COrVD.IR)'GEO.IIOR1'IIOLOGYIiVDIC.17'01t POINTS: 1.5
11 tlv_drolo v _ :Abscnt Weak Moderate- __Strong
l) is This Year's (Or Last's) Lcatlitter
Present In Streambed? 1.1 1 Q-a
2) is Sediment On Plants jOr Debr s) Present? - _ a__ 0.5 _ L 1.5
3) :Arc Wrack Lines Present? 0 I)._ 1 1.5
4) Is Water In Channel. Ind-48 Hrs. Since 0 0.5 1 1.5
1;ast Frnnvn Rain? t'^.A'OTE: [I'D itch litdicated In ?i9.4bore S6 tj This Stcp .411d !15 Below")
5) Is There Water In Channel During Dry LN 0.5 1 1.5
Condi:ions Or In Grosvinq Season
ire ldydric Soil -Present In Sides Ot Channel JOr In Ileadcut)? Yes- L_ _ A'o=!)
SECONDARY ILYDROL OGY LYDI C 1 TOR POINTS: 2
Ill. Biolmw Absent Weak Moderate Strong
1 Are Fish Present.' 0.5 1 L5
2 Are,ym hp ibians Present'.' t? 0.5 l 1.5
3Lrc AtfunticTurtlcs PrscnC.' ?I Q5 I L5 __
4 Arc Cravtish Present? I 0.5 1 1.5
5) Are Macrobenthos Present? I OS _ 1 __ 1.5
6LAre Iron Oxidizi_n- Bacteria Funeus Prescnt:' M OS 1 1.5
7) Is Filamentoussleae Present? 0 0.5 1 1.5
S) Arc Weiland Plants Lit Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly F ACU :Mostly UFL
(* NOTF_: ,'/ Total.4bsence OJ:411 Plants lit Streambed '_ 1 0.-5 0.5 0
.=1s ;Voted.{Dove Skip This Step UNLESS S.( F Present').
SECONDARY13IOLOGYINDICITOR POINTS: 0
TOT IL POINTS WrinrtM +Secondur?= 125 If Greater Than Or Equal To 19 Points The Strewn Is Al Least Intermittent)
NCDWQ Stream Classification Form SCP7- Important Intermittent Stream C
Project Name: Blanchard Circle Site River Basin: Cat mha County: Union Evaluatotls): PAK - ALH
DWQ Project Number: Nearest Named Stream: Price Mill Creek Signature(s):
Date: 17'31,(14 USGS QUAD: Muttliews. NC Longitude: WSW 40' 48" Latitude: N35°3'
Location. Directions: From Charlotte, travel youth on 1-77. take the 1-185 E exit (exit 43). Take exit 52 toward Matthews and turn riLlit onto East John
Street After I mile East John hCCOmCS Old Monroe Road. Continue for another 3 miles and turn rit*ht onto Waxhaw Indian Trail Road. Tzar left
onto Blanchard Circle attcr approximately i mile
'PLEASE N0 7E: /jnv/rotor mid /undowner q,ree that the feature is a taut-made ditch, then use of dtirfann is nut neces,ary. Also. if in the belt prcje.,,innal jud,rmenf f the eratuator, the
f azure is a utnn-wade ditch and nut a ounhfied natural strewn-iris rating ,p ieoi should not be used'
Primary Field Indicators: (Circie One Number Per Line)
L GeornorPhology Absent Weak Moderate Stron•,
1) Is There .-A Riffle-Pnoi ScqucricP 0 QI 3 3
2) Is The USDA Texture In Strcambed
Different From Surmundim• Tcrnin? 0 Q '_ 3
3) Are Natural Lcvccs Present? j 1 2 3
4) Is The Channel Sinuous? 0 1 3
5) is There An Active (Or Relic)
Floodpllain Present? 0 1 3
6 is The Channel Braided? _5 1 2 3
7) ,ire Rc_cent_Alluvial Deno,
its Present?
0
_J?
2
3 is There :A Batikfidl Bench Prescnt? 0 1 3 3
9) Is :A Continuous Bcd S Bank Present? 0 I 2 3
COTE: (LR, ,r +ank C ltsr;( Si iitchim-.Itd W1771OVT Smrr(,sirv Thce t Score- 0!
10) Is A end Order Or Gmatcr Channel (.-As Indicated
On Topo b1ap-And/Or in Fieldl Prescnt' Yes-3
PRLILI RY GE OMORPHOLOGY INDIC I TOR POLY TS: 10
fI.1lvdro1wuv Absent Wcak __ __ -Nlmlerate Strong-_
1) Is Tl.crc A Groundwater
Flow Dischar c Present?
0
1?
PRLI L I R I'll ID it OLOGY LVDIC.. I TOR POLL TS: 1
all. iliohry-_ .\bunt \Veal; ?Indcr:uc Strmnq"
1)-Are Fil mus Roms_1'r5cnt In ?u"c:u:. • ;I? __ _. 2_-
2)
3.11s
--
1 .\t' 13ts'aheti I t ?cnt.' ;
I>I?LI IIt 1' 1310LOG )' l:\'DI(: I TOR POINTS: 5
Secundarv Field Indicators: (Circ(cOne.'.'ambrrPerLine)
Lt:comorpholo„v \h,cnt Wenk
Moderate
_-Moderate
II I1 There :A Cut Present In 1.5
-
21 Is Thom, A (i ulc-Cniin_ol Point In (i»nn_I-__---- 0 -- -I? _-_ _-- _ __-- -? - . ----
3) Does Topography Indicate A
Nmu_ral Draw,i_'__}V_rv?
----
- -"
SE"CO,J'D:1/1}'(;EO.1101/PIIOLOG}'1.\D/C.177)RI'OLVTS:
11.11vdrulogv Absent Weal; Modcrrtte Strong
-
1) is This Y_,ar's (Or Last's) 1- u0iucr
I'resentlnSircamhed'?
_
2 4 I Scclimen[ On Plants Or Debn_rLs eit ? 0 0.` 1.5
3) Arc Wrack I.ines Prescnt? 0 1 I 1.5
4) Is Water In Channel .Itul>•13 llrs. Since 0 0.5 QI 1.5
Last Known Ram? (*.A'OTF,: (('Ditch Imiicated ht r ). tMrr_Skin This Ste,) And 45 3r! ow? _

5) is There Water in Channel Durin Drv
0
0.5 I
11
1.5
Conditions Or In Growim• Seasnn ? - -
6 Are 11%cfric Soils Present in Sides Of CCTannellnr In llcadcut)? Yes L_
SECOAD: I R I' 11 } DROLOGY LVDIC. I TOR POLN TY. 0
111. Bioln_y Ahsent _ Weak Alodcrate Stron•__
1) Arc Fish Prescnt' o_5 1 1.5.
;Le Arnphibiam Present'? 1 1.5
3) Arc :A_ t iaticl'mflos Prescnt? OL _0.5 I 1.5
4) AI"e CrwftsliPrc_e'nt? 0.5 1 1.
ShAre Macrohcndurs Present? 0 0.5 1 1.5
ti Are Iran Oxidizim• [3actcriTFtm, us Prescnt^ M 0.5 1 1.5
7) Is Filamentous Alcae Prescnt? iV 0.5 1 1.=
3) Are Wctland Plants In Streanibcd'. SAV Mostly 013L Mostly F:ACW Mostly FAC Mostly F.ACU Mostly UPL
(' .VOTE: It Tutal.ibsence Qf*-ill Plants lit Streambed 2 1 0.75 0.5 0 0
_Js :Volel.ahore Skip This SteR UV/ ESS SAV Prese•n) _
SECONDARY BIOLOG}'L\'DiC. iTOR POINTS: 0.5
TOT. IL POINTS Prinutrp+,SecnnJa =21_5 11f Greater Than Or Equal To 19 faints The Stream A. It Least Inlermirleitl
1 Ol LICE USE, ONLY USACE AID4 D\5 Q 4
SCPJ - Unimportant Intermittent Stream A
NJ g STREAM QUALITY ASSESSIN IENTWORKS1IEET
J
1. Applicant's Name: Frontier Land Surveying; 2. Evaluator's Name: Patti Kelly and Andrea }fuel _
3. Dale of Evaluation: 12/13/04 4. Time of Evaluation: 1030 ann
5. Na is of Strcxii: UT to price Mill Creek 6. River Basin: Catawba
7 Approximate Drainage Area: 6 acres 8. Stream Order first
9. Length of Reach Evaluated: 418 linear feet 10. County: Union
11Location of reach under evaluation (include nearby roads and laidmarks): Froln Charlotte travel.-th on 1-77, . fake lire 1-195 E
exit (cstt 83). 1 ake exit 52 toward hfatthews and turn r,,ht onto L r;t John Street After I mile Cast John hewn es Old &I roc Road
Com, i ,, for another 2 miles and torn n I t onto Washavv Ind -n I-r. I Road- 'I urn Icft onto 131-hard Circle after a >Lro.c palely 1
mile
12. Site Coordinates (if known):_N35° 3'_ W80° 40' 48"
13. Proposed Channel Work (ifany):_pipe installation
14. Recent Weather Conditions: rain within oast 48 hours _-
I5. Sac conditions at time of visit: sumry_35 de:,rees _
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential fisheries habitat
-'trout Wafers -Outstanding Resource %Voters _ Nutrient Sensitive Waters -Water Supply lhatershcd _(I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YE NO If yes, estimate the water surface at ca: 0 43 acre
16, Dorn chalmel appear on USGS quad map? YE. NO 19. Does channel appear on USDA Soil Survey`' YES NO
20. Estimated Watershed Laud Use 20 %' Residential _%Conunercial _% Industrial 40 %Agricultural
40 °,u Forested _% Clcwcd / Lugged :6 Othcr (Institutional
21. Banklull Width: 1-2' 22. 13ank height (from bed to top of bunk): l'
23. Channel slope down eemer of strc.int: -Flat (0 to 2%) -Gentle (2 to 4%) XXModerate (4 to 10°0 -Steep (>10%)
24 Channel Sinuosity: -Straight X Occasional Bends -Frequent Meander -Very Sinuous _Buided Channel
Instrnetions for completion of worksheet (located on page 2): Begin by determining the must appropriate ccoregion based on
locmiou, terrain, vzgztaaion, strewn classification, etc Every characteristic must be scored using die smite ecoregion. Assign points to each
ehsaaacristic %uhin the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in die
worUheel- Scores should relied an overall assessment of the stream reach under evaluation If a characteristic cannot be evaluated due to site or
weather conditions, einer 0 in die scoring box and provide an explanation in the comment section where there we obvious diatges to the tItwaLlcf
of a strewn under review (e.g., die stresu Items from a pasture into a forest), ltie stiesu may be divided into smaller reaches gnat display more
couimrily, mad a separate Ibnu used to evaluate each reach. Tie total score assigned to a strewn reach most range between 0 mid BID, milli a score of
100 representing a strewn of the highest quality
Twat Seure (from reverse): 51
Eviduatc is Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by lire United Slates Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and dues not imply a
particular mitigation ratio or requirement. pour subject W change -version 05/U3. To Comment, please call 919-876-8441 x 26.
STREAM QUALI'fl'ASSESSNIENTR'ORhS11EE'I'
4LP1 - IInimnni'Lint I n trrnu ttpnt S tr-itri
' ' J?[ GIOV IOINI
RIM1GI
?. CIIAIt.AC1
EItISTICS __
T SCORE
Coastal Piedmont Mountain
Presence of flaw' / persistent pools in stremn j
1
(nn flow or saturation = 0 stmnc flow =max outs)
0-5
0-4
0-5
3
Evidence of past human alteration

estensi ve alteration = 0; no alteration = max points) 0-6 0-5 0-5 5
3 Riparian zone 0-6 0-4 0-5 4
(no buffer= 0; wntigunu-s's wide buffer = max points)

4
Evidence of nutrient or chemical discharges _

1

(extensive discharues =0: no discharges= max oints 0-5 0-4 0-4 4

Groundwater discharge _
5
(nu discharge. 0, spnn?s, seeps, wetlands, etc mas pouts) 0-3 0-4 0-4 3

U .-
Presence of adjacent lloodplain
v 6
(no flood Clain = 0; eslsisnve Good lain -max touts)
(no .
0- 4
0-4
0-2
0

7 {n

1
/ Iloodplain access
I (deeply en
trenched = 0; fret rent tloodim? =mas amts) 0-5 0-4 0-2 3
8 Presence ufadjacent w etla.ds

(no wetlands = 0; large adacent wetlands = max outs) 0-6 0-4 0-2 0
9 Channel sinuosity -
_ (extensive charinch-ticm= (1; natural meander=max oin[s) 0-5 0-4 0-3 2

10 Sediment input

(extensive deposition= C; little or no sediment =mas points) 0-5 0-4 0-4 4
j Size & diversity of channel bed substrat e
I1
(tine, hon,micuous 0; large, diverse sizes max Points) NA*
G- 4
0- 5
0

12 Evidence of channel incision or widening

F
(deep y incised 0; stable lied & banks-max rents 0-5 0-4 0-5
? 2
r
l3 1 rese nce of major bank failures
o -
-
(szvere erosi
n = 0; no erosion, stably banks =ma, pmts)
0-5
0-5
0 -5
5
Rout depth and density on banks
14 0-1 11-4 0-5 4
(no visible roots=0, dense roots lh rou,, hunt=mas outs)
Impact by agriculture or livestock production
IS
- 0-5
0-4
0-5
3
(substantial impact
0; no evidence=mars tams)
16 Presence of riffle-pool/ripple-pool complexes

no rifilestri pies or pools = 0; well-develnpeJ =max points) 0-3 0-5 0-6 0
.! habitat complexity
little or no habitat= 0, fiecpicnt, va Led habitats= m_a_x feints) 0_6 0 - 6 0-6 1

i

18

Ca
y
COV
CCa
g
e
r
C
mp Ox" ... robed

0-5

0
5

0
5

_
(no shadin_6
vcgetatm
us canopy max points)
n=
Q
c
o
ntinuo - - 5
Suhstrate em beddedness
19 NA- 0-4 0-4 3
_ (Deeply embeJJed = 0; loose structure= nine)
Presence of stream invertebrates
0
4 (
(no evidence = 0, common, numerous types -max points)
-
0-5
0-5
0

21 Presence of amPhibians
0
4
0

(no evidence=0; common, numerous ty2ex ma outs) - -4 0-4 0
22 Presence of fish
? (no evidence=0; common numerous types =nun points)
0-4
0-4
0-4
0
Evidence of wildlife use

. 23 -
(no evidence=0; abundant evidence =maxpLints)__. 0-t5 0- 5 0-5 0
'total Points possible - 100 - 100 100
-
TOTAL. SCORE (also enter on first page) 51
2
OFFICE USE ONLY USACL At D4 MVQ a _.
SCP2 - Important Intermittent Stream A
rr?vr s e'r,
STREAM Q UA 1,ITY ASSCSSMEXI' woaKSIIE r
I. App l ant N,un _ Fr [ r [,rod S r ,ink 2 1:-1-t l Neu,;: I to F.clly nil An,1 _ h I1,,-I cs
3. Du t i f Le 1 at.... r 11113'01 4 Tinnc of LN,luution_ 1100 a p
5 Naue of Str an 1 PT tin Lrico I II Crock 6_ River Bmm_ Cutavehu
7. Al,puvnr t U ,unag 1n a. 16: r 8. Strcaiir O J r tint
9_ Lent tli of Reach Evalu t J__ 172 I n r f ct 10. Cow ty: Union-
11. Location of reach under evaluation (include i •aby roads and I:mdln.u k ). I mm CFrul q I_ w_I s utl on 177,1 rr.c the F-7S5 C
es41 't knl._fake esd 52 tuvc:ud Sl gtl s u 1,13 r n ril,ht n ! C _I 1 I_n Str •ct _ AI]: r J_? II I :? rl_ I - l ryes OI:I Nonnpc Rnad
( on(n c fur another 2 miles and t m rig 1,1 onto Wad bpdhan q ra I Ro.id Turn I'll orln I11-hard Circ1„ a0cr ampmxinialcly_I
12 Site Cuurdinutcs(ifknown): N3,"}'<1V80 10'48"
13.I'rupused CLawcl W'uIk(ifany)._?iew culye?t'pipg pl.?cenglL6_ -. ._. _-__- -
14. Recent Weather Cunditions.-rainwhin past 43 houis
IS Site wnduwns at tin ul visit sunny_35 deerccs
16 Identity any special -nimay cl-ih utiuns known: --Section 10 ___ tidal Waters _1..s .. flail iishon,is I labitat
_Tr„ut Waus _Outstauding kes.,w co Waters _ Nutrient Sensitive Waters -Waller Supply 1l 1 fcrshcd _(]-IV)
17. Is there a pond or lake located upstream of tnc evaluation point'? Q NO If yes, estnuufe the water surface area. 0 43 a:re
18 Dues channel appear on USGS quad niup? 1'L: NO 19. Does channel appear on USDA Soil Survey v 1 NO
20 Ist?nhaleJ ).atershed laud Use 20 % Residential %o C'unle iul _% Industrial 40 °e AL?hiwluaal
40 % Torwtcd , Clewed / Logocd _;a Other (Institutional -
21. Bankfull Width: 2-3' 22. Bank I leight (from bed to top of bank). }d'
23. Channel slope down center of stream: -Flat (U to 2° o) =Gentle (2 to 4 ?o) Moderate (4 to 10° o) -Steep (> 10%)
24. Channel Sinuosity: -Straight _Uccasio lel Dents X IYequent Meander -Very Sinuous p: aided Channel
lustruelious for ctihpletion of vv urksl ect (located on page 2) B gun by dctenoinag Ise must uppropnat c oregion based on
1-unen, lenrui , vcbaaion, sunup clans Gwtiun, eta livery chala,teri o , most be soured using tkc saline ec.ngi, n_ A-; gn points to evch
11-leristic wohin dlu range shown for We ecwagion Page 3 provides a brief d-111)liun of how to anew the churaLleristies identified in the
k 1 l Soh sl a old 1,111,L an ov pall i of di str a reach u IJ r e alaauun If a J wan 71 ti ca t l Iwaed d to sit, ur
v d IcaJf cnt•r0ind n b. mJpu rid a .Thu aC?unt •c i Its UOn Ni d .ueob cl sintliJaucta
f l u J.r r i Ir ( g. ilo sucah ff f u p t i i a i r 0, th c a n nay b dniJ •d auto s all r r -lies that d 'splay lure
miuuity, mhJ n xpaac 1 r n haul toe al .d, each rwcb. the tut i ii-c -tsi,d to a strcyo rwch pool r.aiLe bchscun U .uIJ I(10, wide n score of
Intl rcpmscoting a stwam of lbe Lighcsl yuaWy.
Tula) Score (from reverse):- 55 Conauen
t:valuator's Signature _ Dale
7Ilis rllnuoel ev alualiun furor is intended to be used only as a guide to assist landuwucrs and envircoon-lal pr uf-iunals in
gallu.riag the data requlla I by the Uuiled Slates Amoy Corps of Engineers in order to crake a preloniuary assessment of
stream quality. '1 he total score resulting front She eomplraiun of this furor is subject to USACE approval and does out imply a
particular uhiiig:lion ratio or requirement. pons subject to change - version 05/03. To Conmiclu, phase call 919-876-84-11 x 26.
STREAJ(Q11A1.1"1'l' ASSI:SSJIGN"1' ??'ORIiS11Gl I'
SCP2 Important Intermittent Stream A
b' CHARACTERISTICS F.( (>R[ (.IOV P01 V I R ttiGl ? St,Olt1:
.. (I aAal I iedmuul Slount.i.
(11o1'restl w rnc r e o uf flr t o / p • Oz rs stsfnnt-, p tlown stream
l
_ --ools i rot > mn)
0-5 0-4
0-5 I
3
Induce ufpast human :Jlcratwn
-
leslunsive ehe.iat un (l no nltera nn -max points)--
- 0-6 0-5 0-5 5
Riparian zone
3 1
' (no f Iler 0; cunt r us, J h dl r i ar P puxs)_ 0-6 U-4 U-5 4
4 (x[ f viduue ornutn nt or ch Inc I J ob nrbes

c ivc Jischar c 0 n J I ni cs ntax nano)
1--5 0-4
-4
(
4
( noun Iwnlcr J cl ar
S
1 (n) dis hare. Q sprit sec tl s, r tl_J; ct? Inns pl ut)
Prex ce of adjacent Ilood
la n
0 3 U -4
_
0-4
3
p
f 6
nu hood lug c. I, Isve 0oudpla n - ma L mist 0-4 0-4 0-2

- 2

-
C 7 Entre rcn r rt / floudplain access 0- s 0--4 0
2 1
(dgjr v cm m,lied - 0, tin uent flood • ,,a, points) - .
Presence oladlaeenl %cdands
8
(pa wed:rodslorec a l ucrnt wetl upde=maC po_ntsl
- -
U-6
0-4

-
0-2
0
Channel sinuo Ity _
r)
(ext Cll Sly C1' 1 I t I - () 1111 'r I nl - d r f1n'lY pint llr?s) 0
--5 o
0-4 U-3 3
10 ti J uhtinput 0-5 0-4 4
0 2
-
I _
csmn J - t (` ul •
( e 1_ I I e r n I het rt po ms?l

_ _.__ .

_-. -
S e\ J ve s ty of cna I el bed suI shale
II
(tine h I n h,;cnous 0, 1_ r e, diverse s c, maxroints) N.k* U-y 0-5 1
tarlc ce ofcl li or vvrl lin^
12 °.
O S 0-4
0-S I
2
_._(decph in -J - 0sr t I • b ,d Y. b pks mas pnmts)
Presence ornnajur bank failures
13
0-5 0-5
0-5
3
M (seve h n--0 n "',ion, stable bank, max pOhnk)
How c p(h n oil d -sty un banks
13
0--3 0-4
0-5
i (no vu bla routs C: sc loo!, throa_I out -mar rolls) _
(/% Impact by a-?ricellure Ill iveminik production
IS
0-S 0-4
0-15
3
(suhvmnlhnl ihnp;tot -o. no cr t,lenca-mas points)
Prewoce of ri Cllrpuo Crippltpnnl complexes
16
0-3 0-5
0-6
3
(p i ril_Il -r h I Ile 1 1 -IopcJ max )Dint,)
??
-? --?- -
-??-?
Ilaf -1 1 co plenty
!;
17
-

O(
0-6 -

0-6 -

3
I 1_.i., n n pal r! f rI nt va
d hrbit m max p rots)
1
r I8 Canopy cuv erage over stream bed 0-5 . _-O_ 0-5 5
(nu shadmi uc;r-tuC rn 0, continuous canopy -rn- ponts) I
__
-_ S l
trale cal eddedaes - _--.--_- _
.
s \
_q
3
_?-'l (deeply em cJJrJ - 0P loupe structure= rra')
-- _-?-
--
Presence of stream invertebrates

20 ?

0-4 0--5
-_--
0--5

I
-1 no ev dunce _, 0 mon poppercnhti _ ty1 res-max Dints)
(
Presence
of amphibians
21

-! I 0
0
4

0
4
----

No c-l't cc 0, common, numerous types - max ppo'rts) -
_ - 0
Preence offish
- Inn -
evl O,cun oil numerous types max point.)
P 0-4 0-4 0-4 0
.-. i
L nJ ce of w Idl r use 1
23 --
0 0 0-S 0-5
?
(noc d cc-0 h ndau yid n e m p hots) -
lulal Points P-ible 100 - 1(i0 lien

"POT:k 1. SCOR1: (also enter on first page) 55
I Use Cliwaelert]Ii CS are not i --J in coastal slrc euS
2
OI F1CE USE ONLY USACE ARM DWQ 4
SCl'3 - Perennial Stream A
.La I t (; STREAM QUALITY ASSESSMENT NVORKSIIEET C LW
1. Applicant's Name: Frontier Land Surveing_ 2. Evaluator's Narne: - Patti Kelly tuiid Andrea I Iu^h_s_ _
3. Uatc of Evaluation: 12121/04 4. Timc of Evaluation: 930 au,
5. Name of Stream: 1Pr to Price NIdl creel, 6. River Basin: Catav,ba
7. Approximate Drainage Area: 16 acres 8. Strewn Order: first
9 lsngth of R,,-h Evaluated. 2301inear feet 10. County Union
1 I Location of reach under evaluation (include nearby roads and lattdmarks)_ Front Charlotte travel south on 177 tae the 14S5 E
exit (exit 92)- Take exit 52 toward ttlanhews and turn ri^ht onto Le,a John Street- After I mile Fast John becomes Old Monroe Road
Cuidume for am ll - 2 it,, and turn right onto Wax haw Indian Trail Road. Turn left onto Blanchard Circle utter a nproximataly 1
12. Sac Ccurdiniaes (if kno%x n): N35' 3' W80' 40' 48"
13. I'ropused Channel Work (ifauy): -__
14. Rccent Weather Conditions. rain within past 48 hours _-_-_-
15 Site conditions at time of visit: soluly, 35 degrees _
16. Identify m.y special waterway classifications known: -Section 10 --Tidal Waters -Essential Fisheries Ilabitat
(rout Waters -Outstanding Resource Waters -Nutrient Sensitive Waters -Water Supply Watershed _([-IV)
17. is there a pond or lake located upstream of the evaluation point? YF NO If yes, estimate the water surface area: 0 43 acre
18. Does channel appear on USGS quad map? YE. NO 19. Does channel appear on USDA Soil Survey? 9 NO
',0. Estimated Watershed Land Use 20 Residential Commercial _5. Industrial 40 % Agricultural
_40 Forested Cleared / Log--.:d ' Other (Institutional )
21. Bankiell Width: 3' 22. Bank Height (from bed to top of b:uhk): 2
23. Channel slope down center of shears: -Flat (0 to 2°6) X Gently (2 to 4°iu) _Noderalc (4 to 10%) -Steep (>10%)
24 Channel Sinuosity: -Straight X Occasional Bends -Frequent Meander -Very Sinuous Braided Channel
InArucliana fur comp) r lion of worksbed (located on page 2): Begin by determining the most apprupri t c oreoio a based on
location, terrain, vegetation, status) classification, etc. Every characteristic null be scored using die same ccoreoion 1 si.n poise to each
cl -t risli% du a du range shown for the ecoregio t Pay 3 provides a brief description of how to review due cli-t nsti id uihed in the
v urksl eel- Sior s should reflect an overall assessment of do st :ern reach under evaluation If a charace tic cannot be evaluated due to site or
11i, Gonda.-, e ncr 0 in the sconng box and provide an esplatamn in die con inem section Where tere are obvious d arh},es in the character
of a Strewn wider mvew (erg, die stream flows from a pal into a loyal), dm stream mit be divided into smaller reaches that display more
continuity, and a scparale form used lu evaluate earth reach. 'lie total score assigned to a strewn reach meat range between 0 and 100, v,u h a score of
100 rcpreseming a stream of die highest quality.
Total Score (from reverse): 58 __ Comm
Evaluator's Signature Date
'I his channel evaluation form is intended to be used only as a guide to assist laudowoers and environmental professionals in
gathering the data required by the United Slates Army Corps of Logiueers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not i,oply a
particular mitigation ratio or requirement. Fonn subject W change -version 05/03. To Cormnent, please call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WOItKS1IEF,'I'
4CP3-Perpril l Cfrrnm A
CHARACTERISTICS ECOREGIO'NPOINTRn?c? i

Cnaslal
Piedmont
MnmaLdlt sco
ct:
Presence of flow / prrsistenl pools in dream
l
(no flowor suUOation = 0- strop ? flow= mas points)
0-5
0-4 1
0- 5
2
Evidence of past human alteration -
(extensive aheration = 0, no alteration= max points) 0 - 6

0 - 5
1

0 -- 5

4
3 Riparian one 0-6 0-3
0-5
4
(no buffer= 0, col 0us, wide butler - in ousts

4 Evidence ofnutrienl or chemical discharges
estensne disdiar c? s 0; no di et ass es - maso Lts 0-5 0-4 0-4 4
,4 Groundwater discharge

U 5
(no discharge =0, shines, seeps, v dlaods, etc. = max points) 0-3 0-4

- 0-4 4
' 6 I'rcxnee ofadjaccnt floodplain
I.
(no tloodplain = 0, exlensne tloodplain - -l pomG) 0-4 0- { 0-2 2
7 Entrenchment/ Iloodplain access

(dce .1 entrenched = 0, fret uont tlood,n-= ma points)- 0- 5 0-4 '0-2 3
8 Presence of adjacent wetlands

i
(nu wetlands= 0, lame ad?accnt wetlands = max points) 0-6 0-4 0-2 0
9( Channel sinuosity 0-5 0--4 0-3 1
(extensive channel:nation= 0; natural meander = max points)

10 Sediment input -
(extensive deposition-
0; lisle or no sediment = max points) 0-4 0-4 2

11 Size & diversity of channel bed substrate
+?
(fine, homoltenous= 0; large, diverse sizes=maxpoints) NA 0-4 0-5 2
12 Evidence of channel incision or widening 1)
.n
F (deeply incised Q stable bed& banks=maxpoints) q 0_5 3
13 Presence of major bank failures 0
5 0

(severe erosion- 0, no erosion, stable banks - tr-c oints) - -5 0- 5 4
Ci

<C

14
Rout depth and density on banks

0
3

0

(nn visible roots= 0; dense roots Ihrouehoul ==mss points) - -4 0-5 3
hnpact by agriculture or livestock production
15 (substantial impact =0, no evidence = oa, points) 0-5 I 0-4 0-5 3
16 Presence orrifne-pooVripple-pool complexes

F
no rifile,/npples or pools = 0; ell-developed max points) 0-3 I 0-5 0-6 2
17 habitat conllesity
0?
(Little or no habitat _0_frequent, varied habitats max points) 0 - 6 0 -6 2
IS Calmpy r -el over streambed 0
5 0
--

.,.,
?
(no shade t_c vc.y elation. 0; continuous canopy-- max Dint') - . -5 ()-
5
Substrate embcddedness

_ 19
tee I emhedded=0? Ipos_ --
e stnncmre=
(Sy_ e msz) NA- 0-4 0-4 3
Presence of stream invertebrates
20 (no evidence= 0; cnmmoq nnmerous types points) 0-4 0-5 0-5 3
C7 Presence of•amphibinns
21
no evidence= 0; common, numerous l es = max Pont,) 0-4 0-4 0-4 0
O Presence of rash
i 22 I
_
--
(no evidence= 0; common, numerous tv >es = max omti) 0-4 0-4 0-4 0
..
idence of wildlife asc
23
e
(no evidence=Qabundant evidence= wax Dints 0--6 0-5 0
-5
2
Tolnl Points Possible ton loo loo
TOTAL SCORE (alsO enter on first page) 58
Of I ICE USE ONLY. US 1CL AID4 DWQ k
S(T4 - Unimportant Intermittent Stream B
,L I? STREAM QLfAI,1-1'1'ASSI--ISSNIENI'NN'OIIICSIII-'I""I,
1. Applic.u t s N' nl : - par I tier Land S,-Cy ing 2. Lvaluar r s Nantc. I :dti I:el? and Andnu I I - J_??_.
3 U t ul Lvalu huu: 12/13304 4 Timo of Lsaluao i1230 30 vIn
S N m ofsue,a U 'l, t I,ie NIJI Crock 6. Rivcr Basur Cm.-t,,t
L 11 p asimut DI a n aJc Arca. 4.,e; _ 8. Stream Order. first _
9, l.enrlh of Iccach Lvaluated:. 501ir feet _ 10. County- Union
it loo "lion of rw h under evaluation (include near by roads and I ,d nm k ). Doom CI tl tic tr_ I s I th tin 177 t Ik the 1-485 I
c u(.itl) Take csit 52 tnwmd ingot- anJt r ri},Ftouo Eastl t_Stre°t AI_'I clot., LfatJ I tl_ Ollhlr t 6o. J.
( Ill ?? fir m Ihcr 2 pule, a rat turn n,hl rn,lo?bnln:nv Indl n I Lfl knuJ 1 tint Icfl onto [31and nl Circle alt r fl ?» nufely I
12 . Sac Cuo,Jnet s(ifkn -) N35 3 %480°43 48'
13. ItopwuJ Channel War k(i f any).
14. RCeclll Weather Conditions: rain w,ll -n 'r>I st 4Y I tin _ _ _
15. Site conditions at time of visiI.sunny, 35 da_recs
lo. Idunify ,n y special watc-y clas'ifi . lion., known: -Section 10 -Tidal Waters _Ess tl at EiS6ales Ilabital
Trout Walers _O blandiug Iccx,mce Waters _Nuulaul Sensitive Waters -Water Supply Wa cashed _(I-IV)
17. 1, there a pund or lake, localed upstream of the evaluation point? YE. NO If yes, eslimatc the water surface an ca' 0 4 3 acre
I S Uucs ch,uu,el appear tin USGS yuuJ maps 1'L: NO 19 Does channel appear wl USDA Soil Survey? YLS NO
20 E,tl awJ Plale,,hcJ LanJ Ilse: '(,t °b RcsnJential °e Cmmnereial :e Industrial ;o Agricultural
805. Forested _%Clcscd/Logged Other (Institutional
21. Bankf Ill Width: I' 22. Bmlk I Icighl (from bed to lop of bwtk): t'
23 (-hauncl slope Jussn ccntar of stream: _I'Ial (0 lo'_ o) X_(3-IIL (2 to 4°0) -Moderate (4 l0 10%) -Steep (,I V, u)
24 Channel Sinuosity: Stral8la X Occasional Bands Frequent Nleander -Very Sinuous Braldcd Channel
Instructions fur completion of vlo,ksheet (located on page 2): Bcem by determining the must appncl-ate ewreoion bused on
1 o' IL-m,+ lai o, str " t cI-l tin 1. L y cal a I u -t nm t b SC .'Id u i g ilar - rl A 1-on, t 1
fl ar i l su s nain U r u sl o n l r it a l l P:4, 3 prostd a b,if d a pu I 0111111 W + the d aract i t Ida t l d l l
k l t. S o -I dJ O I cal -111-It f d strf.u t a t d., coal i tin. If. cl .era t• t ea t b a I J J t We
or
culls euudliuus, utter 0 err than s..oun{, Los mtJ pwsida, mr espl:walion w O.c wuunull sution RLuu lhua, am oLsiutu eL:mZes in Ih. flmrauer
.['a suc.uu under resiow lug., the sur tl floor a p"ure into a t l), the Strewn nr t JioiJeJ inw Sutallcr reach. 0,,t J i I) n
wutinully, and a scparaW form used to evauate cacti curb ?ne told swrc asign,.J to a atrc:uu Hach nun,t tmn?c Lctasu 0 mid 1 uu, e itlt a scurc of
I'M repneseuting a slrc:un of the bighe,l yu:dity.
Tula[ Score (from reverse): 55 Cmnnrents:
L.valualur's Signature Dale
'l his chauucl ev alualiml form is intruded to be used only as a guide lu a-i,l landowners and envirmurenlal prof ss o I I is
gathering lire data required by the United Stales Army Corps of Engineers in order to make a preliminary asso.+suuul of
stream quality. Tile total score resulting fluor the completion of this farm is subject to USAC6' approval and does out ianply a
particular mitigation ratio or reyuireuleut. Porn subject I. change - version 05/03. To Comment, please call 919-876-8441 x 2u-
STHLAINI QUALI'rI'ASSGSSnIEN1'WOIthSIllsL'I'
S(T4 - Unimportant Intf rmlttent Stream It
ECOREGIOY 1 OI\ 1 RAN GL
('II I AC I I RISTICS
1 - - _-
-- SCORE
I
Coastal { ed, It
Nounlain
r
?i Presence of flow / persistent pools in strcuu
1

no tl r awl rxhul 0; sir I ll > v mrx C m1s)
0-5 _
0-4 }

(1-}

I
ksl fence of post human all •raU I
0
6
0
5 -
0
_
I lest nn Jlclautt-0 n It ran vl-na pml,) -
( - -0 5
3 __
12 pa a nIC O-G
? 0-4 0-5 4
(nolull 0-c all. t ,. wldc buffer naL nts)

4 _
1 vl lc f r if ulna llor chemical discharges -

0-5

0-4

0-4

•(
lest f J sch- - L)" dischar e, r ax Comt,_ -- 1- -
-4
5 O r tdwatcrd s harge
-3
0
0-4
0 - 4
1
(
ntdixh ui -'01 s s.cps sc1lwtds u m
asEultsl

?

v G _
..
I'resmocc of adjacent OooJplain
- -------

ml Ihunl ilnin - 1I .ens se O.xldolain _
mar toin
------ I) 0-4 0-4 0-2 0

7 1'.nlrl'n Cll nl elll / llUnJllairl :If CI•Sti

(deeply entrenched- Q Il eyuurt tloodln¢ -- pins punts) 0-5 0-4
? 0-2 3

I Presence o(a ljac rt w ell r ads
(no clia 1- 0 I e t l?,lc n u lla le- na
pmnts) 0 - 6 0-4 0-2 0

9 ( Irtnnfl sinuosity
-
0-5
0-4
0-3
2
_ (csten,lye e_ ua•I v,,uen 0, nacnal meander - mac L11111111
)
_ I
41 ,fulinput
to
(glen I I f u 1 0 1,111, I "din" n "I
In- 0-5 I 0-4

_ 0-4 2
of cba cl
S e 4 J rs ty bell Io b Oral
11 NA' (1-4 (1 -5 0

- (lnu• hm, . run - 0 la ec, f -,s- sacs mapoints)
____.
. ?- - -
l
1
12 1 it 1 'e of channel i rusmn or widea,
ng

0-5

0-4

0-5

3
i' (deity in i J 0, stable b I ti banks m Isp tins) -- -
presence of major bank failures
13
??
(sasur co, 0 era of sIIPI bank, - s punts)
,n no 0-5 0-5
fi 0-5 5
Cy
Bout depth and density on bat ks

-?-
1
Id

visible root, -° 0, dense plots thmuehout mar points)
Oro
0-3 0-4
(-5
?
v;
IS Impact by agriculture or livestock production
0-5 I 0-;
0-5 1
4
(substanlnal Impact -0, nu es idence= max min(;) I I

16 1 rf'enrc o(rif le pool/ripples pool eo glexcs
0
3 0
5

•
?' rilll UnC1
l s or pools 0; well develo3 I
ants)
as -
- 0-6 1
.
p
_ -
Habitat co rlr plelily
17
Iilllc or n,l rbitat--0-trqucnt v I'd h:d,n t._-mas pants)
--- 0-6 .-- 0-() --
_. L._
- --(1 - 6 _.

- 1 1
Canopy eoverrgc over m cur bell
18
... 1
(no sh: tin v al,a..nt - I contmw,u; c:nu,py -_ma, point,) _
-- 0-5 0-5

- - - 0-5 5

I
Substrate enrbeddedness
II N:1" 0--4
4
0-4

`
3
I
(Jcetl embedded = 0 s
to t. • -lr
w t emir = mac
-_-

-
-

I

-
-
"0 Presence of st-aun invertebrates 0 _.{ 0 5 1
0_5 0 -
(nu cvidcncc 0, cunonon, numerous N,es - max points)
r ,
?; Presence of um phiLinns
21
0-4 0-4
0-4
0
Ono -d-,. = 0', commoq numerous ly pas = max oL "?<'>- .--
Presence offish
22 -
0-4 0-4
0--4
0
(no cvidcncc = 0, common numerous- types - mas pon,G) I
-
I f rJ ree of w ldl f
>e --'
03
- -
(
d
'
=0
t
d
1
= 0 ti
0_5 0-5
no ri
n
c
a
I
dnl
n
n,asf tits) _ -- _
l oral Points P."ibl,
-__ -_ '-_--__ 100 loo
-_-- ---_.._.__ -
--_ -
I
TOTAL SCORE (also enter on first page) 4u
1 Lcsc eltaraclerl,ties are not as,essed in coastal streams.
2
--------- -
01:17ICE USE ONLY. l1SACL AID;( DWQ k
_ SCP5 - Important Intermittent Stream A(2)
'; STREANI QUALITY ASSESSMENT WORKSIIEEI
1. Applicad's Name: Frontier Land Surveyine 2. Evaluator's Nmne: Pulti KKeI Iv. and Andrea I lu?h.a _
3. Dote of L-1-(ion: 12/21/04 4. Time of Evaluation: 940 am
5. Name of Stream: UT to PriceNIdI Crccl; 6. River Basin: Catawba
7. Appiuaimate Drainage Area: 16 acres & Stream Order: first
9 Length of Reach Evaluated: 230 Imear feet 10. County: Union
11. Location of reach under evaluation (include nearby roads and landmaks). 1 rom Charl ac travel south on IXtake fl , 1-485 E
esit_ exit 1{2) q k exit 52 toWaXNtattbews and turn riche onto East John Street. After 1 u Fast John becomes Old Monroe Road.
Continue for another 2 miles and turn nnht onto Wa.xhaw Indian Trail Road. Turn left onto Bfanch I Circle alley appro.eimately 1
12. Site Coordinates (ifknovvn): N3513', W80° 40' 48"
13. Proposed Chamcl Wurk (if airy):
14. R"cnt Weather Conditions: rain within past 48 hours
I5. Silc ewhditiuns at lime of visit: sunny, 35 deLrees
to. Identify any special waterway classifications known: Section 10 -Tidal Waicrs Essential Fisheries ILrbn,it
-Trout Waters _Oututanding Resource Waters _ Nutrient Sensitive Waters -Water Supply W l-lied (f-IV)
17. Is there a pond or lake located upstream of the evaluation point? YE NO If yes, estimate the water surface area 243 acre
I8. Does channel appear on USGS quad map? YE.. NO 19. Does channel appear on USDA Soil Survcy? YES NO
20. Estimated Watershed Land Ilse: 20 % Residential Commercial Industrial 40 % Agricultural
40%Forested __%Cleared/Logged _°o Ollnar(histltti„ual )
21. Bwnl.full Width: I" 22 Bank height (from bed to top of bank): 2'
23. Channel slope down center of strum: X Flat (0 to 2%) _Gcnllz (2 to 4%) _Nodorate (4 to 10°,b) -Steep (>10°,0)
24. Channel Sinuosity: _Suaight X Occasional Bends -Frequent Mcanlur -Very Sinuous -Braided Channel
Instructions fur completion of worksheet (located on page 2): Begin by determining the most appropriate ecorconun based on
1-cation, terrain, vagclation, Shown cla, ifi abut, etc Every characteristic must be scored using the sain •comgwn Assign points to each
cl aractaristic'whirl doe range shown for the cuuegiott. Pale 3 provides a brief description of how to review We char.a:t nslics idani0ed in the
v unkshcot Swr„s should relleU an overall assusmunt oC die strcvn rwch undo es;Jualiun If a cl aacteri tieau out b.; evalumad due to site or
v wdmr conditions, uner 0 in the scoring box and provide as espl-,al ion in the comment se,lio N7 e-e Ih •re era obviom chan„es a the character
of a stremu wider revic' (e g, die stream nows from a pa Lure into a forest), the stream may be divided into smaller machos that display more
cuullnuily, and a separate Corn - •d to evaluate each r acir 71m'tat score assigned to a strewn reach must range belwceu 0 and 100, with a scare of
100 representing asuaan oCd highest quality.
Total Score (from reverse): 57 Conine
Evaluator's Signature Date
'this ehaaael evaluation form is intended to be used only as a guide to assist landowners and euvirouuucntal professionals in
gathering the data required by the United Stales Anny Corps of Engineers in order to make a preliminary assessment of
stream quality. 'I he total score resulting from the connpletion of this form is subject 10 USACE approval and does not imply a
particular mitigation ratio ear requirement. pomp subject to change- version 05103. To Comment, please call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT1' WORKSHEET
SC H-Imnurt It IntermittentNfrram AM
i ? - -- ---- - - E(OREGIO\ I OIN'1 RA
GE

r C1[ARAC ERISIICS N SCORE
Coastal piedmont 1lnun tain
Presence of Ihnw / persistent pool
s in stream

1

(no 113W Or saturuuon=0; slmnG lluw=max units)

0-5 0
-4
0-5
2
Evidence orpasl human alteration
(cxtcnsive alteration-0 no ahernbon= mex nnits) 0-6 ( -0-5 0-5 4
3 Riparian zone
0-6
0-4
0-5
4
toobuffer =0; contiguous, w-idebuffer =ma<poi is

4t Evidence of nutrient or chemical discharges

(eslcnsrvc Jischar?cs - tr no discharge = max
points _
0--5_
0-4-
0-4
4

5 Groundwater discharge
'

(nn di sc_hurae 0; s?nr- seeps, wetlands, etc. max pumisl 0 3 0--4
__ _ 0-4 2
Presence of adjacent noodpla n
(
(no flood lain =0, extensive flood lain= max points) 0 4 0 4 0 3
L 7 Entrenchment / nondplain access 0
5 0

(dccrly Cntrenched=0,frequent floodim,=tax Points) - I
-4 0 -2 2
8 Presence ofadjacent wellands

- (no wetlands= 0? lame adjacent wetlands = max oink) 0 6 0 4 0 2 2

9 Channel sinuosity
0-5
0-4
0-3
1
F (extensive channeh7ation= 0- natural meander=max points).
1
. Sediment input 0-5 0-4 0-4 3
(extensive de
position-0, little or no scdunenl=max_ mots)

Size & diversity of channel bed substrate _
1 l
(tine, h nasous 0; large, diverse sines -maxpomts

-

NA' 0-4 0-5 1
j Evidence of channel incision or widening
I2
(deeply incised 0, stable bed Y. banks=mas its 0-1 0-4 0- 5 4
4 Presence of major bank failures
13 (sevcru erosion = 0, no erosion, stable banks = max 'tills) 0 - 5 1 - 5 0- 5 5
14 Root depth and density on banks
!
?
(no visible routs=0; dense roots throughout=mas points)
0-3
0--4
0-5
2
Impact by agriculture or livestock productlou
I5
I
(substantial im r,tet =P no evidence =rnax points) 0-5 o-a o--s 4
presence ofriffle-pool.'ripple-pool complexes
16
nonlllcs/ri 9rpouls-Orwell-developed --max points) 0-3 I 0-5 0-6 1
17 Habitat complcaity
E" (little or no habitat=0; frequent, varied habitats=rnax points)
-- 0--6-
1 0=6 0-6 I
18 Canopy coverage over slreantbed - --

(no s_ha_din5 veuctation = 0; continuous canopy =max points) 0-5 0-5 0-5 5
Substrate embeddedness
19 NA' 0-4 0-4 3
IJecply embedded 0-Inure structure =mas - I
20 Presence of stream invertebrates
(no evidence - 0, common, numerous types = max joints) 0-4 0-5 0 -5 2
Presence of amphibians j

O 31
I
(no evidence =G, co:.imon, num:r.ns types =rnax
oats)
0-4
I
0-4 0-4 0
.-i

O

22
Presence of fish

G
i
Eno evidence 2, co n onznw n rows types= max points) 0-4 0-4 0-4 0

23 L, idace of,, idhf ae
0-6
05
0-S
2
_ (no esid ence=0-nnandant sin ice=maspomis)

Total Points possible 100
100
10o 0
TOTAL SCORE (also enter on first page) 57
2
OFFICE USE ONLY: USACE AID.! f3WQ 9,
SCl'6 - tluinipurtanl Inlcrmillcul Stream A(2)
j l n I , Ili STREAM QUALITY tSSESSNIGN'I' NI'OltlCSI[EE'I'

1 111th ma s N, ma: 1 r t r I o- d S'YSW1 • 2 Lvalu t, F I a lti K,L[l and Audre211u?F
3. D,leof Evaluntwn: 12/21101 _ 4 Timeof Evaluation 1000am
5. Nmne of S l uu. _U'r t' 1 n hlill Cr-k 6. Fiver Basin C. t.1cha
7. Approsun.u Dr iuag .area If-"es S. Stream Order first
9 Length of Rweh Evaluated- 701im.ar feet 10. County Ilni m
I I lucalun of rcuch under evaluation (include ne.uhroad
y s and landualks1 ri n Charlotte tiuo I oath tin 177 t3 a ke lh 1-1 S5 '
) _, -I
c, it (-.it 82L 4 e e,il 5 to-,d hUthc,s and turn rruht onto I ,.t John Su,.t Aft r 1 m ls. Fa a John beci i t OIJ Nlgni to R-]
Co a me for cnolhrr 2 miles and two i,l.t onto Waxhavr In dian 'frail Ra.J '1 urn left onto B1,iiMttrd Circle afar a: prozn-i:0Jc I
mil,

12. Site Cuurduatcs (if known). N3-5'3',W80'40'48" _
13.1'rupus.JChalmcflVunk(ifalty):__
14 Reeu/l Weather Cmiditions: rain c+ithin mast 48 hours
15. Site eouda...is at tier of visit: aauy? 35 J-rtes
16. Identify ally spinal w.ite-ay e1-ifte.ltians krluwll: -Section 10 _'rlJal Waters _E? 111.11 I'ISbel lei Habitat
-'Trout Waters _OutstanJing Rusowm t\'uters _ Nutrient Sensitive Waters- _\l'nter Supply Ratushed (1-IV)
17. Is Ihcre a puuJ ur lake totaled upstreaw of the ev.J uutiuu paint? YE: NO If yes, r fintute the water surface coca: 0 43 aety __
is. Do's channel appear on USGS quad neap? YE NO 19 Does chaiuel appear on USDA Sul Surv )? S NO
<0 Lstinmled 1W,iclshed 1-wl U- 20 :o Residential .. Cununcrcial ;o Industrial 1 i 1-nnlltur I
40 °a Furestcd o Clem cd / Lubged _ Other 0-ul.Lun"l.__
21. lkuakl'ull Width: 6" - 1' 22. Bank I l,l,-bt (from bed to lop of bwtk). I'
23. Cl-ucl slope dose) center of strewn: -Flat (0 to 21il) \ _Gentle (2 to 4°a) _Alodcretc (4 to 10%) -Steep (>10' u)
4 0-111Ll Sinuosity. \ Straight Occasional Bends 1 requent kteender -Very Sinaous Braid,d Channel
lost, -act Is for c aIII Uon of wcIkslieir ( { I i atcd ..I page 2)Bc8n by J tcrmi i i th ni -t a Pru{- at e r •ion based on
I rti n I rain v L tat t snmu ds III a- nct C 0 1 ma't ri tin t b scored win., the swu ccor io I A i p i Iu to dh
d 't slie Id i the range sl oscn for the oSio a Rg 3 provides a bri f d - 11t ou of lwt t re l d el u,al Ils idc Cfr J 11 Oil-
ssm A..Leet S or should r flel inn osu.ilI ass-nx.r t of the stiem r rueh under esalu Can If a el .Uattc I ,awot be e'aluated Ju to site or
ocail:er tenditle- enter (l u t d. -riuo box mid pro, id a e p ly • Lion in t cot tall seci on Nhere there are obsiotn ehardes m it char t r
of a slre:au d ( 6. the stre Il f o l a p.utuw i I f i) the stump a u) b divided i nu s tiller ruche dial displa, inure
wn.nuit), m d 1 t • I ul toe 1 I h Iwch The total seo e asslyl.d ht a stre:ml rwch nuut 1-ge bell... 0 :wd 100, a,nh a s,.,e of
I (iU n'p -11a.11 a stre:an old hi„ hest quality.
Total Scare (front reverse): 52 Comore
F:valurlor's Signature Date _
1 hn ch.umel es aluaUUU rural is intended to be used only its a guide to assist landu'Vners and enviro.nlental pa ofessionals iu
galbcriug the data required by the United Stales Army Curps of Engineers in order to make a preliminary assessuieut of
so-caul quality. 'I lie total score resulting front the conq'lelion of this form is subject to USACl: approval and dues not imply a
pat iadar naitig:diou ratio or requireurenl. Fonn subject to change -version W 03. To Cummoeut, please call 919-876-8441 x 26.
STREAM QUAL1"1'1' ASSLSS111.N'I'N1'ORh;SIIGL7'
SCP6 - Unimportant Intermittent Stream,M)
7
R
"
'
' F.C ORLGION 1'OIN 1 11km;
C1LUtAC
I
LItIS
1IC5
_ I - ? - I --
Cor'lrl Picdw out Alountam SCORE
Presence of 0 v / per' t t pools in stream
I
In fin orvtltr ti n =0; stun f b-
max amts)
- 0-5 (1-4 (1--5 1
??
Evl Inc. of pest lama t aheralion I
2
Ieclen_, vc altcutm tl; nn,.hcra(on-max outs)
0-6
o-5
0-5
5
3 Riparian zone
0-6
0-4
O--S
4

- no V it r 0 t_ bdfer -max Points)
_._.
l l n e ce of untr at or chc a cal d 'cl ar
cs
a I g 0-5 o-a o - I a
(cxt r rve disd u s lP Utdi I_nf s- mis Dints
..7 ( round rter discharge
?. 5
d
b
- 0-3 0-4 0-4 0

v - (n t
ar
u
U s tin '_L'sL -d""13, U - ma n_
'
_ .
-
---___
i
(r b 1 s c of adfrccnt Ooodpl m 0-4 L
0-4 0-2 0
(nu flood sla n - 0 e t,mive fl .dpla n - was points)

7 Entrenchment / 11 )plain access

I ^ ?
(J?lJI entrenched- Q li upicnt Iluoding=- max points) 0-5 U-4 0-2 4
Presence ofadjacent vellands
-
Inv uellanJs=O, laree u,lacent wetland;=ma"Po mtsf 0-6 0-4
_ 0-2 3
l Chnuncl'inuu' it),
0-5 0-4 0-3 1
I, (extensive channcliiatinn=0-natural mc,utder=ma.x poi nls)
I
S duuent input
10
(.ctcn: Jeposu ' l 0 little or no scdnn nt mater nls)
.-
0-5
0-4
0--4
4
Size & diversity of channel beds bslrate

II
(lint, humopenous- 0 Ian`'{ dversu sires max pon G) _
N\+ 0-4 U-o U
i Evidence of cl r net incision or %% J ung
I 12
I ,..
(dey9) incised 0 ialHet 1 & banks =TlavPoints) 0-5 )-4 0-5 4
Presence of naal ar bank failures
13

T
- 0-5 0-5 0-5
5
(.nor. rr .ill (
n r i m, sable hank
m_as punVS) -
?
i Root) Ill and density... br Ik' -
14
1 nu visible roots = 0, d,nse root; throe about max pointsl
- 0_.3
- 0-4 0-5 3
1 part by agriculture or I est 'k production __
Il 15
(sul.stantial imp t t_-ll; nu eeidut.e =m tN o io 0-5 0-4
I 0--5 4

Procure of rifile-poobrippli pool complexes _
-
I6
(nu ritlk?xii les ur ook - 0, .sell-deveh 1 = um l 0-3 0-5 0-6
U
Ilabitat cU Iple.ity'
(„? 17 (little or nohabitat- ), frequent, swied habitats -_max pointsl 0-6 1 0-6 1

i IS Canopy cucerage over slreannhed
?-?_
I_? ---

0 1
n shad vc •etation t r
( continuous cwus v - mac uintsl 0-5 5
' Substrate enll edd,ch ells
?I I9
Wccply em
l e I fed .: 0, I t •'tnictlu = mace) NA+ 0-a
0- 4
4
U
2 Present of sir •am invertebrates

0-4

0-5

0- 5

0
? (no csiJcncc = 0, coal I, numcrmn Ivpcs - max paints) f
Presence of amphibians _
?, 21
Qua evidence = 0; common. numerous Npcs _ I-, points) 0-4 0-4 U-1 U

v
22
Presence of fish _

0-4

i
? 0-4

-4

0
M Ino a i l Ic = 0 c i m m, n tin r' i tlPe its pot tt 1
F it aceofeddlf .,e
23
- 0-6 0-5 0-0 U
_ (n "1 rec. (I I t f nl . td r = r ta?uats) _
Total points I ns t lc 100 100 100
'10TAL SCORE (aISO enter on first page) - 5
- 1 I— coaraelcnsucs are not ass-ea tit cu:utar strew ls.
2
1 OCI ICE USE ONLY USACL AIDII DWQ 9 ;
SCI'7 - Important Intermittent Strcam C
_
l
1
;
STREAjUQUALITYASSESSNIEN'I'11'ORItiSIIEIs"1'
it I .11:

1. Applicant's Name:-Pannier. Land Snrve, inn 2. Evaluator's Nmne: Patti Kelly and Andrea I hr hes
3. D,.te of Evaluation: 11/21/01 4. Time of Evaluation: 1030 am
5. Name of Strcam: UT h, Price Mill Creek 6. River Basin: ( ar-ba
7. Approximate Drainage Area: 16 acres S. Stream Order. first
9. Length of Rrauh Evaluated. 200 linear. feel 10. County Union _
1 l Location of reach under evaluation (include a nc,.
( nearby roads and landmmks) From Charlotte travel south on
177 td <c the 178' E
c_ n (-- it I!3), 1 ake exit 52 toward Matthews mid turn night o t C st John Street ._Aller 1, mihEast J t-n bea Old t`h r c Road_
Conti nac for 1 otL_r ^_ miles and turn naht onto Waxhmv Indian T rail Road Ft m last onl n Blanchard Circle a 0er anprosimately I ,
12. Site Coordinates (if Ialown).-N35o 3' W80° 40' 48"
13. Proposed Ch:mnel Wotk (iFany): fill/??radi ,,m? _
14. Rcc-t Weather Conditions: rain within rust 48 hours
15. Site conditions at time of visit --Y 35 do rec;
16. Identify ary special waterway classifications known: -Section 10 -------
.-.T idal Waters -Essential Fisheries Habitat
-Trout Walcas -Outstanding Resource Waters -Nutrient Sensitive Waters -Water Supply Watershed _(1-IV)
17. Is there a pond or lake located upstream of Om evaluation point? YE NO if ycs, estimate il,e water surface area: 0 43 acre
I8. Does channel appear oil USGS quad map? Y&' NO 19. Does channel appear on USDA Suit Survey? YES NO
20. Estimated Watershed Land Use 20 % Residential 96 Cha m,orcial Industrial 40 9u Agricultural
40 9o I needed _% Cleared / Logged Other (Institutional _)
21. Bankroll Width: 11=2'_ 22. Bm,k lteight (from bed to lop of bak).G' - 1'
23. Cbwmcl slope duwv center of strcana- -Flat (O to 2%) X -Gentle (2 to 49,1) -Moderate (4 to 10%) -Steep (>10%)
24. Chaud Sinuosity: -Straight a Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2) Begin by determining the most appropriate ecor ,;ion based on
location, l wu, vegetatmn, stream classification, eta L-y charact nisuc, east be scored using the sal c oreion. Assign points to each
cl:aract-,tic -Gri f is r.m,;e shotm for the ecoregun. Pane 3 provides a brief description of how to review the charactensucs iduuilicd in the
vvorkshcat. Scores should 1.1111t a1 avendl assusnxnl of the strew, reach undo evaluation If a chaaetcaislic cannot be evaluated due to site or
"'all- cond tioiu, enter C in the s..orino box and provide an explanation in the comment scion. Where there art obviow eh,m?es m the character
of a st-a u d r ieximv (eg_, the strewn flows from a pasture into a foresQ, the su"u nay be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each rem:h. The total score asvgn ed I. a strewn reach moot raga bclweat 0 and 100, milli a score of
100 relua-uirig a streat of the highest quality.
Total Score (li um reverse): 64
Evaluatm''s Siguatu -e_- Date
This channel evaluation furun I. intended I. be used only as a guide to assist landowners and environmental professionals I.
gather ing the data required by the United Stales Army Corps of Engineers in order to make a prelinriurry assessment of
streaur quality. The total score resulting from the completion of this forur is subject to USACE approval and does not imply a
particular nriligaliun ratio or requirement. Four subject to cliangc- version 05/03. To Comment, please call 919-876-8441 x 26.
STREAM
QUALI'C1 ASSESSMENTIVOILhS111:1;1'
SC I'7 ltnnort.int Intermittent 6trr urn ('
;r CHARACTERISTICS C( ORI (10\ POIA' 1 R khGC SCORE
Coastal Pneduwui Jlnuntain
Prelen'c of flow / per5ritent pool, in stream
1
(n I flow or satu_muon=0;stronaflow =mas points) 0 0-4 0-5 2

'
Evideneeofpaslhmuan alteration _
(extensive alteration =0nn alteration=max points) 0-6 0-5 0-5 5
3 Riparian zone

_ (nobuiler=Qco?tieuous,widebuffer=maepuints 0-6 0-4 0-5 4
l
4 Evidence of nutrient or chemical discharges
I _ I (extensive discharges=0; no discharges=mas points 0-5 0-4
--- 0 - 4
---- 4
-
,..7 5 Gro u ndw ater discharge 0
3
E ___(no discharge - O,sprines, seepsr wetlands, c[c. =mas points - 0-4 0-4 3
6 Presence of udjacent ?oodplain

?.
nn hoodTain=O' extensive -
tensive (loot lain - max x
points) 0-4 0-4 0-2 1
Entrenchment/ Ilondplain access
7
(deeply entrenched = 0; frcc ucnt iloodim = mas points) 0-5 0-$ 0-2 4
8 Presence ofadjacent wetlands
(no wetlands 0;tar>ea
nt wetlands =mas Dints) 0-6 0-4 0-2 3
q i
Channel l sinuosity
osity

extensive channclization=0; natural meander=max pmts) 0-5 0-4 0-3 2

10 Sediment input

(extensive deposition= 0; little or no sediment =max points) 0-5 I 0-4 0-=1 3
Size & diversity of channel bed substrate
I I h
f
,l NA' 1 0-4 0-5 '
- ine,
omo„enms=0
arge, diverse sizes =mas points

13 Evidence of channel incision orwidening --_-
(deeply incised= 0, stable bell & banks=rnaz points) 0-5 0-4 0-5 4
l3 Presence ofmajor bank failures

(severe erosion= 0, no erosion, stable banks - maz points) ?
0-5 0-5 0-S 5
Root depth and density ou banks
I l (no visible mots= 0, de,,- runts thnnmhlut=mas Points) 0-3 0-4 0-5 3
IS Iupact by agriculture erlieloeL production
(substantial impact =Q no evidence =mas oints)
0-5
0-4
0-5
4
1 15 Presence ofrifil:-pool/ripple-pool complexes

[--, noriffr""iI , Eles or ,?oL, -0, well-dcvdo d-max
( 0-3 ( 0-5 0-6 2
habitt cumpluxity
I7

`
little or nu habitat = 0. t}educnt, varied habitats = max points) 0-6 I
1 0-6 0-G Z
I
I
?, I8 Carrot encera^e over
fY strerrn1bed

I

no shadin? _ eL v??claLnn .I a?
nnn
( t t s cane -max points) 0--5 0-5 0-5
5
19 Substrate endneddedness
A
6
0
(deeply embedded 0, Ines, structure = mas '
I - 4 0 - 4 2
20 Presence of stream invertebrates
(no evidence = 0, common, numerous types - max points) 0-4 1 0-5 0-5 2
Presence nfaniphihia.s
21
C id
= 0 0-4 0-4 0-4 0
(no ev
ence
; common, numerous types = max points)
Ci 2' Presence of fish

-?
on. evidence =0; common numerous types=max points) 0-4 0-4 0-4 0
Ev ideee of wildlife use
? I
3
(no evidence=0; abundant evidence=mas points)-__ 0-6 0-5 0-5
2
I i --
I
Total Points Possible 100 100 100 1
TOTAL SCORE (also enter on first page) 64
2
DATA FORM
ROUTINE WETLAND DETERMINATION
(1937 COE Wetlands Delineation Manual)
Plojecusite: Blanchard Circle Site Date: 12/21/04
Applicant/Owner. Frontier Land Sur%eying County: Union
Investigator(s): Patti Kelly and Andrea Hughes _ SL'IL: N('
Do Normal Circumstances exist on Ole site? Yes No Community ID:
Is Vie site significantly disturbed (Atypical Situation)? Yes fm Transect ID:
Is the area a putential Problem Area? Yes No Plot ID: DI'1
(If needed, explain on reverse.)
VEGETATION
non+in?n:t Plant Srrocics suahlul Indicator
ns
Dann ant Plant Snr Slr.;lurn
--- hi,tir.alrn
1. .C,ru n::•nr Imo Onl- 9. (rucrcu, n:n, tnt FAC
2. 1•l:u,n:., r,<.,?/.nr.,l..s n"c FACW- 10. Nul?n:r Fun, n,rn.Y:rh,a,h-. h,:dr FAC
3. ('lrnv.Y ruM1ru Fee FAC 11. .S'l FAC
4. l-w,.... .c,nr,.. :.• slinnb FAC 12. lni,x?,1. ?,Jrun ra.l:,?.urs FAC
5.1...dn•.. ..y FAC- 13.
6. Gvoa.,n,,..... Imc I'AC%Vt 14.
7_1 n. n.5ru.n o?,: FAC 15.
8. FAC 16 '
Percent of Dominant Species 11,W are GOL, FACW or FAC
92%
iennarks:
of the dominant plant
Species are FAC or lvetter.
HYDROLOGY
Recd Ned Data (Desulbe in remarks):
stream, Lake or Tkla Gauge
Aenial Photographs
other
a Flo RucoWcd Dala AvailaLlu Wetland Hydrology Indwato¢:
Pranary Indicalors.
Inundated
- Sahuatetl in upper 121nc1es
Wnrer Mal ks
-'VDu:1 Lines
-roil CL-1,u-11 : Sodimenl Deposits (on loaves)
Drainage Patterns in Wetlands
Depth of Swface Water. 0-3 (in.) Secondary Indicators (2 of nnoie required):
X 0xidued Root Chauuds in Upper 12 luehes
Depth to Free V,. I" in Pd: N/A (,n-) -?_-Water-Stained Leaves
Loc.,( Sod Survey Data
Depth to Saturated Soil 0 ('n.) FAC-Neutral Test
Other (Explain in Remarks)
Rer.wnks:
t 11IIIr:l ill l'.\ orNellall(I It)'drolh2Y are prewot.
SOII S
Map unit Name
ISeries and Phase): Knlin chaonery silt loam, S-15 %slopes Drainage Class Bell-drained
Field Observations
Taxonomy (Subgroup): Themie TT tic Iln Ilud ulls Confirm Mapped Type7 Yes Nu

Proli!c Descrl1 t,,,n-
Depth Matnx Colur M.U1. Colors Mottle Texture, Conuctions,
(ineh29) tlon<on (Idensoll Moil (6lunsell Amid Abu.d l,0Caaest Shudure, etc.
0-2 A 511:2.5/1 N/A N/A silt
2-12 11 2.516/2 N/A N/A clay
Hutasul ? Conuolions
Histic Epipedun High Organic Coutant in Surfacu L.,y.:r in Sandy SuiL-
Sulw,u Odor Organic Sheskina in Sandy Swls
Aquic Moisture Reyime Listed on Local Hydric Soils List (Incisions)
Reducing cond,uons Listed on National Hydric Suils List
?Gleyed or Low-CNOrna Colors -Other (Explain in Remarks)
Rernanks:
Indicators of hldric soils are present.
WETLAND DETERMINATION
Hydnophyric Vegetation Present? Yes No (Circe)
Jvetiand Hyd,elugy Present? Yes No (Greta)
I tydn. Soils Present?' Yes Na Is this Sampling Point WiIhin a w1u.tnd? Yes Nn
Remarks:
Data Point is representative of a iori.dictional e'efland area.
Y.pp:uvea t,Y Ilgn.^,TGG 252
Routine On Site Data F..,n-Wit Page I of 2
1/28/2005
Routine Ou-ste Data Fonn-Wet Page 2 of 2
1/28/2005
DATA FORM
ROUTINE WETLAND DETERMINATION
(10137 COE Wetlands Delineation Manual)
'roiecUSite: Blanchard Circle Site Date: 12/21/04
kpplicanUOrwer. Frontier Land Surveying County: Union
nvestigator(s): Patti Kelly and Andrea Hughes State: NC
)o Normal Circumstances exist on the site? Yes No
s the site sionificanlly disturbed (Atypical Situation)? Yes tm
s the area a potential Problem Area? Y=. No Community ID: uptend
Transect ID:
Plot ID: D112
vFr;FTATIC)N
Domin:r„t Plant Sp-jus Stratum ludlcalor Dominant P_I.mt Species Stratum_ Indicator
1. .lunilrn 51-1, FAC 9. L'(n nfnt? n. FACII+
2. Pir irq i? In' "n 10.
3. rh-, rubm Inx FAC it.
4. /icusfnrm sonn.?r shmb FAC 12.
b. Lnroe?u/upouicn FAC- 13.
6. rh:rcv.i arba 1- FACU 14.
/. f'u?;u_? erwu/?f,(?u t- FACII 15.
6 /iaccdurir hnlirnil tin shntb FAC 16.
Percent of Dominant Species that are OUL, FACW or FAC
50%
Remarks:
ill".S. of the dominant plant species are FAC.
{rvn Rr)i nr;Y
Reconled Data (Describe in remarks):
Stream, Lake or Tide Gauge

Aerial Photographs
other
X N. Recorded Data Available Wetland Hydrology Indicators:
Pu nary Indicators
:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Fiuk1 Gbservanaris: Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more requited):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit. N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >12 (eQ FAC-Neutral Test
_
Other (Explain in Rernal ks)
Remarks:
:YII indicators of We(la nd It yd rplo,.y are pl"esen f.
cnu c
Map Unit Name
(3-- and Phase): Talum Lrawily silt foam 2-8"/,, Slo pes Drainage Class writ drained
Field Observations
raxonomy(Subgroup): ThermicT ticltallu(lulk Confirm Mapp it Type? Yes No

Plcfilc Descript
Depth Matrix Color
(in CheS) Honzon (Y-11 klontl Mottle Colors
(hlun?ell M-tl Mottle Temuie, Concretions,
Abundance/Contraal Slrudure, etc-
0-1 A 101'It 4/3 N/A N/A clay Lrun
1-12 11 2.51' 5/6 2.51' 3/3 few/high clay loan)
Histosol - - Concretions
Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
Sulhdic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
_Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
.No indicators of hydric sails are present.
WETLAND DETERMINATION
I iydrophytic Vegetation Present? Yes No (Circle
Wutlantl Hydrology Present? Yes No
(circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a non-jurisdictional upland area
4'.-a 4y fw-ce Lea
Routine Gn-Sae Data Form Page I of 2 1/2812005
Routine On-Site Data Form
Page 2 of 2
1/2372005
Satterfield Subdivision Site January 27,
Photograph A. View of Unimportant Intermittent Stream A
Photograph B. View of Important Intermittent Stream A
Satterfield Subdivision Site
Photograph D. View of Important Intermittent Stream A(2) downstream of split
Satterfield Subdivision Site
27, 2005;
Satterfield Subdivision Site
Ph(
January 27,
...a AL. mnA nQAn''.

rnULVgrapn r. V 1GW Ul U111111pUrLMIL 111LG11111 LLGllL OLIV 111 D
Satterfield Subdivision Site January 27, 2005
Photograph G. View of Important Intermittent Stream C
Photograph H. View of W etiand AA

North Carolina Department of E
Michael F. Easley, Governor
December 13, 2004
William G. Ross Jr., Secretary
Ms. Patricia Kelly
Carolina Wetland Services, Inc.
5000 Nations Crossing Road, Suite 230
Charlotte, NC 28217
Subject: Blanchard Circle Site -Proposed Residential Subdivision; Indian Trail, Union County
CWS Project No. 2004-0840
Dear Ms. Kelly:
The Natural Heritage Program has a record of the State Special Concern and Federal Species of
Concern Carolina darter (Etheostoma collis) within 1/2-mile of the project area. In 1994, an
individual was observed in "Price Mill Creek, due east of Hartis Grove Church". Because the
rare fish site lies immediately downstream (east) of the proposed project, is it extremely
important that proper sedimentation controls be enacted to keep runoff from the construction of
the project reaching this creels.
You- may wish to check the Natural Heritage Program database website at
<www.ncsparks.net/nhp/search.html> for a listing of rare plants and animals and significant
natural communities in the county and on the topographic quad map. Please do not hesitate to
contact meat 919-715-8697 if, you have questions or need further information..
Sincerely,
q4,3 ?;-, Zt6",k.
Harry E. LeGrand, Jr., Zoologist
Natural Heritage Program
HEL/hel
ment and Natural Resources
1601 Mail Service Center, Raleigh, North Carolina 27699-1601 NOnrthCarOllIIa
Phone: [phone] • FAX: [phone] • Internet: www.enr.state.nc.us ?irtlirall?
An Equal Opportunity* Affirmative Action Employer - 50 % Recycled 1 10 % Post Consumer Paper
. , ,
Michael F. Easley, Governor
Lisbeth.C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
December 23, 2004
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
Office of Archives and History
Division of Historical Resources
David Brook, Director
Patricia Kelly
Staff Biologist
Carolina Wetland Services
5000 Nations Crossing, Suite 230
Charlotte, NC 28217
Re: Blanchard Circle Site, Indian Trail, CWS Project No. 2004-0840, Union County, ER 04-3170
Dear Ms. Kelly:
Thank you for your letter of December 17, 2004, concerning the above project.
We have conducted a review of the proposed undertaking and are aware of no historic resources-which would
be affected by the project. Therefore, we have no comment on the undertaking as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. In all future
communication concerning this project, please cite the above referenced tracking number.
Sincerely,
C6,?eter B. Sandbeck
ADMINISTRATION 507 N. Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4617
RESTORATION 515 N. Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4617
SURVEY & PLANNING 515 N. Blount Street, Raleigh, NC 4617 Mail Service Center, Raleigh NC 27699-4617