20060830 Ver 1_COMPLETE FILE_20060522

Ze: 06-0830 Glendalough SD
Subject: Re: 06-0830 Glendalough SD
From: Alan Johnson <[e-mail]>
Date: Wed, 04 Oct 2006 14:17:09 -0400
To: Laurie Dennison <laurie [e-mail]>
The actual number is 3078 (if you add up the impact). somehow I added (probably a
mistroke) 5 additional feet. and I don't know where they got the 2988. Between
the correct value of 3078 and 2988 is 90 ft. could be a change in design and the
numbers got cross. So make it easy, change BIMS to 3083. The additional 5 feet can
be riprap. impacts are to mostly unimportant stream/ditches. If not I can send out
a corrected letter for the 5 ft.
Laurie Dennison wrote:
Please explain the written approval letter dated 9/26/06 for stream impacts of
3,083 if vs what was shown in the PCN of 2,988 lf?
Thanks!
Laurie
Alan Johnson - [e-mail]
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
610 E. Center Ave., Suite 301
Mooresville, NC 28115
Ph: [phone] Fax: [phone]
of 1 10/4/2006 2:22 PM
RE: 06-0830 Glendalough SD
Subject: RE: 06-0830 Glendalough SD
From: Laurie Dennison <[e-mail]>
Date: Tue, 03 Oct 2006 14:48:49 -0400
To: Alan Johnson <[e-mail]>
Please explain the written approval letter dated 9/26/06 for stream impacts of 3,083
if vs what was shown in the PCN of 2,988 lf?
Thanks!
Laurie
1 of 1 10/3/2006 2:49 PM
?01
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> r
Mr. Chris Mathisen
The Mathisen Company
6208 Creft Circle, Suite 230
Indian Trail, NC 28079
Subject: Glendalough S/D
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r /;Z1 r=
OCT 2 2006
DENR - WATER QUALITY
AETLANDS AND STORMWATER BRANCH
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Mathisen:
Alan W. Klimek, P.E. Director
Division of Water Quality
September 26, 2006
DWQ# 06-0830
Union County
You have our approval, in accordance with the attached conditions and those listed below, to impact
3,083 linear feet (If) (203 If of perennial) of unnamed stream to South Fork Crooked Creek in order to construct
the Glendalough Subdivision in Union County, as described in your application received by the Division of
Water Quality (DWQ) on May 17, 2006. 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:
2
The stream enhancement project shall be monitored for three years following installation. The necessary
steps shall be taken by the applicant during this period to ensure the survivability of the planting and the
stability of the stream channel.
For the two parcels currently identified for commercial development (2.42 acres and 12.121 acres) and any
other site that may be proposed for commercial development or may result in the impervious area to exceed
30% within the confines of the current proposed development, a final written storm water management plan
shall be approved, in writing, by this Office prior to the construction of any permanent facilities on those sites.
The storm water facilities must be designed to treat the runoff from the entire project, unless otherwise
explicitly approved by the Division of Water Quality. Also, before any permanent building is occupied at the
site, the facilities (as approved by this Office) shall be constructed and operational, and the storm water
management plan (as approved by this Office) shall be implemented. The structural storm water practices as
approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the
structural storm water facilities shall be made without written authorization from the Division of Water Quality.
No Carolina
Ntura!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50%n Recycled/10%n Post Consumer Paper
3. This certification applies to the whole project including any parcels that are not to be developed. Any
parcel(s) that may be transferred to a different entity in the future are still subject to the conditions of this
certification.
4. Onsite mitigation is proposed for the stream impacts at the site. Approximately 500 If of stream will be
enhanced through improvement in the dimension, in-stream structures and plantings along the riparian area.
In addition, approximately 19 acres (4,468 If) along the South Fork Crooked Creek will be preserved.
5. The base flow stream channel shall be maintained (reconstructed) immediately above and below the
proposed stream crossings. This may be accomplished through the construction of flood plain benches or
similar measures. These measures must be approved, in writing, by this office prior to construction.
6. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and
waters or areas within 50 feet of all streams and ponds on the property. These mechanisms shall be put in
place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). A sample
deed notification format can be downloaded from the 401/Wetlands Unit web site at
http:/r'h2o.enr.state.nc.uslncwetlands.
7. All wetlands, streams, surface waters, and riparian buffers located on the project site where impacts are not
allowed shall be clearly marked (example- orange fabric fencing) prior to any land disturbing activities.
8. The planting of native vegetation and other soft stream bank stabilization techniques must be used where
practicable instead of riprap or other bank hardening methods. If riprap is necessary, it shall not be placed in
the streambed, unless approved by the DWQ.
9. Storm water discharge structures at this site shall be constructed in a manner such that the potential
receiving streams (of the discharge) will not be impacted due to sediment accumulations, scouring or erosion
of the stream banks.
10. No waste, spoils, solids, or fill of any kind shall be placed in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activities
associated with this project shall meet, and/or exceed, those requirements specified in the most recent
version of the North Carolina Sediment and Erosion Control Manual and shall be conducted so that no
violations of state water quality standards, statutes, or rules occur.
11. Sediment and erosion control devices shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within two months of the date the Division of Land
Resources has released the project.
12. 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 of
the upstream and downstream sides of each culvert site to document correct installation, along with the
Certificate of Completion form.
13. Continuing Compliance. The applicant (The Mathisen Company) shall conduct all activities in a manner so
as not to contravene any state water quality standard (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 tivith such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before
codifying the certification, DWQ shall notify the applicant 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 the applicant in writing, shall be
provided to the United States Arm Corps of Engineers for reference in an
y 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,
forAlan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
Amy Helms, Union County
MRO, Land Quality
Becky Fox, EPA
Central Files
File Copy
Gregg Antemann

AREA TO BE PLANT
Location MATTED QUANTITY
Stream A 9,396 sq. ft. 2,712 (T OC)
AREA TO BE PLANT
Location PLANTED QUANTITY
Riparian Duffer 60,526 sq. It. 700 (10' OQ
Live Stakes (1/2" - to 3" diameter)
Slope surface
? IN 6" Minimum
Depth
y v+KC: ?I-?:
VV
?'
Live Fascine - Alternate
every 50 feet

SYMBOL SCIENTIFIC NAME COMMON NAME QUANTITY
SALIX SERICEA SILKY WILLOW 543
CORNUS AMONIUM SILKY DOGWOOD 543
CEPHALANIIiLS gUTTONBUSH 542
CALLICARPA AMERICANA AStLRICA'V
&.AUTYBFRRY 542
SAMBUCUS CANADENSIS ELDERBERRY 542
PLATANUS OCCIDE%rALIS SYCAMORE 175
LIRIODENDROV
TULTHFFRA TULIP POPLAR 175
QUERCUS PIIELLOS WILLOW OAK 175
F.RAXI'.NUS
I

Fc . N NSYLVANICUS

GREEN ASI[

173
TOTAL 3,412
?y 1; :0"? rO

F ' V

Note:
Note:
Rooted/leafed condition of the
living plant material is not

. representative of the time of
,,.
..
-.,. ••..,; .•;?
installation.
Live Stake Detail
Typical Cross Section
Not to Scale
3.
T1
Typical Channel Section - Not to,qcale
NORTH
AMERICAN
GREEN
E' OV04 MM CL Rod.
Q-t d SOU-MSS
14640 M""Y 41 WORTH
rVNT.214 N 4T725
edam-2040
r.WAap.An.eorN
w op
1. PI RARE SM BEFCNE INSTIUNG ROLLED EROSION CWPOL FPOOC-S (RECP'.). INCLL'P'NG ANY NECESSARY APPLICATION OF LINE, FERrL ZER, AND SEED.
NOTE: WHEN USNG CELL-0-SEED DO NOT SEED PREPARED AREA CELL-0-SEED MUST BE INSTALLED WCH PAPER S!CE DOWN
2. BEGIN AT ME TOP OF THE CHANNEL BY ANCHCRNG THE RECPA IN A V (15 CM) DEEP X 6' (15 CM) WILE TRENCH WTN APPRCXMA^,LY 12' (30 CIA) OF PECP.
EXTENCEO BEYOND THE UP-ROPE PORTION CF THE TRENCH. ANCHOR l PECP WITH A ROW OF STAPLES/S-AnES APPROXIMATELY 12' (30 CM APART IN THE
BC. CM OF THE TRENCH, WCNFILE AND CMAPCT THE BENCH AFTER P APPLY SEED TO C MRAC'E3 SOIL ANC FOLD REMANNC 12' (30 CM) PORTION OF
RE PA BACK OVER SEED AND COMPACTED SOIL SECURE RECPA CVER CO ACED SO'L WITH ROW OF 57APLES/STAKES SPACED APPRC-'ELY 12' (30 CM)
ACROSS THE WIDTH OF ME RECP A
3. ROLL CENTER PECP N ORCCI, N OF WATER FLOW N BOTTOM OF CHANNEL. R CPA WILL UNROLL - APPROPRIATE SCE AGA4ST THE SCL SURFACE ALL
RECPA MUST BE SECURELY FASTENED 10 SC IL SURFACE BY PLACWC STARES/STAKES IN APPRORRA'E LOCATIONS AS SHCWN N THE STAPLE PATTERN CUICE.
WHEN USING THE COI SYST:W". STAPLES/STMES SHOULD BE PLACED THROUGH EACH OF T-E COLORED DOTS CCRPESPC.NOING TO THE APPR11P-.E STAPLE PATTERN
4. PUCE CCNSECUTNE RECPA END OVER ENO (SHINGLE STILE) WITH A i - 6' (10 CM -15 CM) CVERAP. USE A DOUBLE ROW OF STAPLES STACCEREO 4' (10 CM3
MART AND 4- (10 ON) ON CENTER TO SECURE RECPA.
5. FULL LENGTH EDGE OF RECPA Ai TOP OF SAE SLOPES WST BE ANCHCRCJ WrtH A RCM OF STAPLES/STAVES APPROXIMATELY 12- (30 CAI) APART IN A 5- (15 CM)
DEEP X 6- (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECPA MUST BE OVERLAPPED APPROXIMATELY 2' - 5' (5 CM -12.5 CM) (DEPENDING ON REP`. TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENCED AT 30 TO 40 FCCT (9 4 - 12 M) IhTERvALS. USE A DOUBLE RCW OF STAPLES
STAGGERED i (10 CM) AF-?T AND i DO CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL
a. ME TERMINAL ENO OF THE RECPA MUST BE ANCHORED WITH A ROW OF SAPLES/STAVES APPROXIMATELY 12' (30 CM) APART IN A V (15 CM) DEEP X 6' (15 CM)
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
. IN LOCSE SOIL GONDITICNS. THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6- (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECPA.
A
D
TOTE:
CRITICAL POINTS HORIZONTAL STAPLE SPACING SHOULD
ALTERED

A. RERLMS AND SCAMS

B.
WATER ONE
PROJECTED R
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL PCWR ALONG THE CHANNEL SURFACE.
.
C
HANNEL
C. CHANNEL BOTTOM/SIDE •• IN LOOSE SOIL CONDITIONS.
USE
STAPLE
SLOPE VERTICES 5
OR STAKE LENGTHS GREATER 6' (IS ALLY
TN
BE NECESSARY TO PROPERLY ANCHOR THE REC PECP't.
JEQE'IN D
Live Staking ...............................
Stream Bed ................................. 0
177
Riparian Buffer ..........................................
Harvesting: Only healthy, well-branched, and disease-free
stock from species approved by the Project Manager shall be
accepted. Live growing plant material at the harvesting site
shall be handled with care to avoid bark stripping and
splitting of stems. Cuts shall be made six to hveleve inches
(611 -12") from the ground or as required by the property
owner. Cuts shall be made flat or at a slight or blunt angle
to ensure that the source sites will regenerate rapidly. Each
stake shall be cleanly trimmed and cut I" above the highest
bud.
Nursery Supplied Live Plants: The planting stock should
be grown by approved nurseries within the same
physiographic region (Piedmont) and within 200 miles of
the project site. The seed sources for the plant material
should be obtained from the Piedmont. All containers need to
be at least one gallon with a 24" minimum height.
Erosion Control Matting: Area to be planted will be lined with
North American Green C125 BN Bionet matting or approved
equivalent. Matting shall be installed according to the
manufacturers specifications. Living
Soil Bioengineering Construction Requirements:
system acceptance shall be as follows for branch rooting (in
percent) based on inspection after the first growing season
(late summer/early fall)
Living System Percent Living
Live Stakes 85%
Contractor will ensure the survival rate is maintained
for the first year following construction.
Live Stake: Live stakes shall be 1/4" to 2" in diameter, 2 to
3 feet in length, angled on the bottom and cut ]lush on the
top, with buds oriented upwards. Live stakes shall be
determined living based on the presence of new growth. All
side branches shall be cleanly trimmed so the cutting is one
single stem. Stems should be scarred near the base of the
live stake to encourage root growth.
Plant Layout : Plants shall be grouped in'naturalistic' drifts.
A drift of a single species shall consist of (5) to (11) plants.
The plants in each drift should be planted in a random
manner on 2' centers. Do not plant in unnatural looking rows.
Areas dominated by bedrock will not be planted.
See planting plan for total numbers of plants.
Riparian Buffer : Plants shall be grouped in 'naturalistic' drifts.
The plants in each drift should be planted in a random
manner on 10' centers. Do not plant in unnatural looking rows.
Areas dominated by bedrock will not be planted.
See planting plan for total numbers of plants.
UAIE. Cemlim Wetland Services PLANS PREPARED BY 12 LE-7 a
550 Fss Westingh-Ruule,ud Planting Plan and Specifications
Chulode, North Carolina 28273 11 Glendalough Subdivision
Union County, North Carolina of DE9(NED BY R0'1 DATE 9A105 CWS Project No. 2006-1329 Q1 ET RQJ V ,2 p ,2
.. DRAVIN BY DALE y
-., -. •? CxW,nawedanSSanueS nC7
CHECKED BY CRW DATE ?? - 11 2DO
B.-SE DF- IJ3I FG_IUCU OII ii oun_a
01
11'E71Avr?s?; .
NOTEI JURISDICTIONAL WATERS OF THE U,S, WERE DELINEATED AND CLASSIFIED
BY CAROLINA WETALND SERVICES, INC. (CWS) ON OCTOBER 15, 2005,
JURISDICTIONAL AREAS WERE SURVEYED USING A SUB-METER GPS UNIT,
Typical Channel Dimensions
LEGEND
Existing Stream
Channel Bottom
® Bioengineering
Riparian iler-
?
D
Scale 1" = 100"
?D
fi
REV. NO. By CKD. DATE
Caroline Weiland Smices PLANS PREPARED BY r"7j g11Or r1fMU Il?K?N(wPl?i?u (Gt4h'fi?Fi
550 East mfinghousc Boulevard Enhancement and Typical Cross Section +hr. -
Charlotte. North Carolina. 28273 Glendalough Subdivision
- i Union County, North Carolina
DESIGNED BY Rw DATE 9/27/- pl CWS Project No. 2006-1329 SHEET 10f z
........ DRAWN BY DATE Cws
CamBnat!{eVaP3 $esvieeq'
CHECKED BY CRW DATE ..... .. .... .._..... BASE DRAWING PROVIDED BY FRONTIER SURVEYING.
Planting Zone. Planting Zone
O?O? W AT ?9QG
0 liiiw?swr*411W `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 4, 2006, 2006
Union County
DWQ Project #06-0830
Mr. Chris Mathisen
The Mathisen Company
6208 Creft Circle, Suite 230
Indian Trail, NC 28079
Subject: Glendalough Subdivision
Dear Mr. Mathisen:
p GGQ???
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=,osz?"
The Division of Water Quality (DWQ) received your application for a 401 Water Quality Certification for
the subject project on May 23, 2006. On May 251h, a letter was issued to you requesting more information.
Pending submittal of this information the project was placed on hold by DWQ. The following
information/comments were requested by this office in order to complete the review:
a) A detailed diagram (cross section, profile, etc.) for the proposed road crossings on Stream B. The
design for the road crossings should include efforts to maintain the base flow in the stream channel.
Sills inside the culvert(s) and construction of floodplain benches upstream and downstream of the
culverts may be required to prevent over widening of the channel. Details for these measures
should also be provided.
b) Because more than 150 linear feet of perennial stream is proposed mitigation is required. A letter of
acceptance from the Ecosystem Enhancement Program or a proposed stream restoration plan must
be submitted prior to DWQ's issuance of the 401 Certification.
c) It is noted that buffers are proposed adjacent to the on-site streams. Please provide the width of
buffers proposed along all streams/creeks (i.e. 50-ft., 100-ft., etc.) throughout the project.
d) Calculations for the impervious area do not appear to include the road network for the development
or the commercial area (due to the lack of details, it must be assumed that this would be
approximately 100% impervious). Also, the site plan does not indicate the location of the different
development types (high density, low density). Please provide more detailed information.
e) The location of the stormwater discharge points. There should be no direct discharge of stormwater
to any stream.
One
N Carolina
Naturally
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
. Failure to submit this information by August 30"', will result in the application being withdrawn from
consideration for a 401 Water Quality Certification. If you wish to proceed with the project following that date,
a new application and fee will be required. If you have any questions, please contact Mr. Alan Johnson at (704)
663-1699 or Nils. Cyndi Karoly in Raleigh at [phone].
Sincerely,
D. Rex Gleason, P. E.
Surface Water Protection
Regional Supervisor
cc: Corps of Engineers-Asheville Office
Ian;41c1fillan - Wetlands Unit
Greg Antemann
Becky Fox, EPA
Central Files
O?O? W AT F9QG
o c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 25, 2006
Union County
DWQ Project 406-0830
Mr. Chris Mathisen
The Mathisen Company
6208 Creft Circle, Suite 230
Indian Trail, NC 28079
Subject: Glendalough Subdivision
Dear Mr. Mathisen:
The Division of Water Quality (DWQ) received your application for a 401 Water Quality Certification for
the subject project on May 23, 2006. Mr. Alan Johnson of this office has visited the site and reviewed the
application. The following information/comments are needed by this office in order to complete our review:
a) Please provide a detailed diagram (cross section, profile, etc.) for the proposed road crossings on
Stream B. The design for the road crossings should include efforts to maintain the base flow in the
stream channel. Sills inside the culvert(s) and construction of floodplain benches upstream and
downstream of the culverts may be required to prevent over widening of the channel. Details for
these measures should also be provided.
b) Because more than 150 linear feet of perennial stream impact is proposed mitigation is required. A
letter of acceptance from the Ecosystem Enhancement Program or a proposed stream restoration
plan must be submitted prior to DWQ's issuance of the 401 Certification.
C) It is noted that buffers are proposed adjacent to the on-site streams. Please provide the width of
buffers proposed along all streams/creeks (i.e. 50-ft., 100-ft., etc.) throughout the project.
d) Calculations for the impervious area do not appear to include the road network for the development
or the commercial area (due to the lack of details, it must be assumed that this would be
approximately 100% impervious). Also, the site plan does not indicate the location of the different
development types. Please provide more detailed information.
e) Please provide the location of the stormwater discharge points. There should be no direct discharge
of stormwater to any stream.
Ne
o Carolina
Ntura!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Pursuant to 15A NCAC 2H .05 07(h) this project will be placed on hold until such time as the requested
information has been received. In addition, this office is requesting that the Army Corps of Engineers withhold
processing the 404 permit until the requested information is provided. If you have any questions, please contact
_Mr. Alan Johnson at [phone] or :his. Cyndi Karoly in Raleigh at [phone].
Sincerely,
D. Rex Gleason, P. E.
Surface Water Protection
Regional Supervisor
cc: Corps of Engineers .Asheville Office
Ian NIc'lillan - Wetlands Unit
Greg Antemann
Becky Fox, EPA
Central Files
Triage Check List
Date: 5/23/06
Alan Johnson, Mooresville Regional Office
To:
Project Name: Glendalough SD
DWQ#: 06-0830
County: Union
60-day Processing Time: 5/17/06 - 7/15/06 : .V LT
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
WS
?"?? Carolina Wetland Services
May 15, 2006
Ms. Amanda Jones
550 E WESTINGHOUSE BLVD.
CHARLOTTE, NC 28273
704-527-1177 (v)
704-527-1133 (fax)

20360330
U.S. Army Corps of Engineers
151 Patton Avenue r r
Asheville NC 28801
Subject: Pre-Construction Notification Pursuant to Nationwide Permit No. 39
Glendalough Subdivision
Indian Trail, North Carolina
Carolina Wetland Services Project No. 2006-1329
The Glendalough Subdivision is located at the intersection of Unionville-Indian Trail Road and
Poplin Road in Indian Trail, North Carolina (Figure 1, enclosed). The purpose of this project is
to construct a new single-family residential subdivision. The Mathisen Company has contracted
Carolina Wetland Services, Inc. (CWS) to provide Section 404/401 permitting services for this
project. Please see the attached, signed Agent Certification of Authorization Form.
Applicant Name: The Mathisen Company, Mr. Chris Mathisen
Mailing Address: 6208 Creft Circle, Suite 230, Indian Trail, NC 28079
Phone Number of Owner/Applicant: 704-882-1193
Street Address of Project: Poplin Road -
Waterway: South Fork Crooked Creek
Basin: Yadkin River (HU# 03040105) r
City: Indian Trail County: Union
Decimal Degree Coordinate Location of Project Site: N35° 4' 37", W80° 34'";42"
USGS Quadrangle Name: Bakers, North Carolina, 1991
Current Land Use
The current land use for the project area is agricultural with adjacent residential and wooded
areas. Dominant vegetation within the project area consists of Japanese honeysuckle
(Lonicera japonica), common blackberry (Rubus argutus), sweetgum (Liquidambar styraciua),
red maple (Acer rubrum), various grasses (Festuca spp.), and sedges (Carex spp.). According to
the Soil Survey of Union County', on-site soils consist of Badin channery silty clay loam, 2 to 8
percent slopes (BdB2), Chewacla2 silt loam, 0 to 2 percent slopes (ChA), Cid channery silt loam,
1 to 5 percent slopes (CmB), and Tatum gravelly silty clay loam, 2 to 8 percent slopes (TbB2).
Badin, Cid, and Tatum soil types are well drained and exhibit slow to moderate permeability,
while Chewacla soils are somewhat poorly drained and exhibit moderate permeability.
Jurisdictional Delineation
On October 13, 2005, CWS's Richard Darling, CE and Ron Johnson, WPIT delineated and
classified on-site jurisdictional waters of the U.S. using the U.S. Army Corps of Engineers
1 United States Department of Agriculture, 1980. Soil Survey of Union County, North Carolina.
2 NRCS Hydric Soils of North Carolina, December 15, 1995.
CHARLOTTE • COLUMBIA • RALEIGH
WWW.CWS-INC.NET
May 15, 2006
Ms. Amanda Jones
Page 2 of 5
(USACE) - Routine On-Site Determination Method. This method is defined in the 1987 Corps of
Engineers Wetlands Delineation Manual 3 There are two jurisdictional wetland areas located
within the project area. Routine On-Site Data Fonns representative of Wetlands AA and BB as
well as non jurisdictional upland areas are enclosed (DPI and DP2). Jurisdictional waters of the
U.S. were classified according to recent North Carolina Division of Water Quality (NCDWQ)4 and
USACE guidance. NCDWQ Stream Classification Fonns and USACE Stream Quality Assessment
Worksheets representative of Streams A - E are enclosed (SCPI - SCP3). On March 28, 2006, Mr.
Alan Johnson with NCDWQ's Mooresville Regional Office confirmed the "unimportant"
classification of on-site channels. The majority of these channels have been heavily impacted by
farming operations in the past and lack buffers.
The results of the on-site field investigation indicate that there are four jurisdictional stream
channels (Streams A - E) located within the project area (Figure 1, enclosed). On-Site
jurisdictional waters of the U.S. include South Fork Crooked Creels and unnamed tributaries to
South Fork Crooked Creek. South Fork Crooked Creek is in the Yadkin River basin
(HU# 03040105)5 and is classified as "Class C" by the NCDWQ.
Stream A (South Fork Crooked Creek) and approximately 1,101 feet of Stream B were evaluated
to be perennial (Figure 1, enclosed). These channels exhibited average ordinary high water
widths of 10-15 feet (Stream A) and 3 feet (Stream B) and displayed significant aquatic life,
perennial flow, and diverse stream substrates. NCDWQ Stream Classification scores ranged
from 34.5 to 43.5, indicating perennial status. USACE Stream Quality Assessment scores ranged
from a low of 40, potentially due to a lack of riparian zones and adjacent wetlands, to a high of
49 due to more natural bank conditions (SCP1 - SCP2). There are approximately 5,569 linear
feet of Perennial stream channels within the property boundaries. A photograph of Perennial
Stream A is enclosed as Photograph A.
Streams C, D, E and approximately 1,394 linear feet of Stream B were evaluated to be
Unimportant Intermittent (Figure 1, enclosed). These channels exhibited average ordinary high
water widths of 2-3 feet, little to no aquatic life, flow, and homogenous stream substrates. The
NCDWQ Stream Classification score for these channels was 18.5, indicating intermittent status.
The USACE Stream Quality Assessment score for these channels was 24 potentially due to low
presence of flow and lack of adjacent floodplains and wetlands (SCP3). There are approximately
4,094 linear feet of Unimportant Intermittent stream channels within the property boundaries.
Wetlands AA and BB are linear wetlands and are 0.08 and 0.02 acre in size, respectively
(Figure 1, enclosed). These linear wetland areas are hydrologically connected to Perennial
Stream A. These areas exhibited similar characteristics and are represented by one data point.
Dominant vegetation includes willow oak (Quercus phellos), sweetgum
(Liquidambar styraciflua), green arrow arum (Peltandra virginica), alligatorweed
(Alternanthera philoxeroides), lizard's tail (Saururus cernuus), and silky dogwood
(Corpus amoinum). These areas exhibited low chroma soils (2.5Y 5/2), mottles (IOYR 4/6), and
saturation within the upper 12 inches of the soil profile. A Routine On-Site Determination Form
representative of these areas is enclosed (DP 1). A photograph of Wetland is enclosed as
Photograph B. A Routine On-Site Determination Form representative of on-site, non-
jurisdictional upland areas has been included (DP2).
3 Environmental Laboratory. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
4 North Carolina Division of Water Quality, 1999. Stream Classification Method. Version 2.0.
5 "HU#" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.
May 15, 2006
Ms. Amanda Jones
Page 3 of 5
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on March 15, 2006 to
determine the presence of any areas of architectural, historic, of archaeological significance that
would be affected by the project. In a response letter, dated April 21, 2006 (enclosed), SHPO
determined that based on the topographic and hydrologic conditions that exist within the project
area that "there is a very high probability that archaeological sites exist in the project area."
SHPO recommends that a comprehensive archaeological survey of the site be conducted prior to
any construction activities.
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) on
March 15, 2006 to determine the presence of any federally-listed, candidate endangered,
threatened species or critical habitat located within the project area. In a response letter, dated
March 20, 2006 (enclosed), the NCNHP stated that the "State significant Crooked Creek Aquatic
Habitat flows along the northern boundary of the tract." Two State Endangered and Federal
Species of Concern have been identified in Crooked Creek approximately 1.5 miles upstream
from the project site. These species include the Savannah lilliput (Toxolasma pullus) and the
Carolina creekshell (Villosa vaughaniana). No construction activities are proposed within or
proximity to Crooked Creek. An approximate 20 acre buffer (greenway) will be preserved
between the proposed project area and Crooked Creek, additionally proper sediment and erosion
control measures will be used in order to prevent impacts to the downstream aquatic habitat.
Purpose and Need for the Project
The purpose of this project is to develop approximately 142 acres of property into a residential
subdivision containing approximately 258 lots. This project will provide single-family housing
to an area of Union County that is experiencing significant population growth. Impacts to on-site
jurisdictional waters are necessary to construct roadway access and provide residential lots.
Avoidance and Minimization
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. Impacts to on-site unimportant intermittent stream channels have been reduced to
0.10 acre and no impacts to jurisdictional wetland areas are proposed. Proper sediment and
erosion control measures will be used to minimize disturbances to downstream waters. The
proposed site plan is proposing the preservation of approximately 17.46 acres of riparian buffer
along 4,468 linear feet of stream channel.
Alternatives Analysis
In an effort to avoid and minimize impacts to jurisdictional areas, an alternatives analysis was
conducted to determine the least damaging site plan for the project while still achieving the
project's goals. Alternative A for this site would have impacted approximately 1,115 linear feet
(0.06 acre) of unimportant intermittent stream channel and 203 linear feet (0.02 acre) of perennial
stream channel. Avoidance of jurisdictional features included 2,784 linear feet of unimportant
intermittent stream channel and 898 linear feet of perennial stream channel. Alternative A was not
feasible due to the loss of four lots and the inability to relocate a portion of Unimportant
Intermittent Stream D because of the proposed construction of a stone wall, and utility lines along
the future Unionville-Indian Trail Road relocation.
May 15, 2006
Ms. Amanda Jones
Page 4 of 5
The Alternative B site plan would have impacted approximately 1,020 linear feet (0.06 acre) of
unimportant intermittent stream channel and 203 linear feet (0.02 acre) of perennial stream channel.
Avoidance of jurisdictional features included 2,834 linear feet of unimportant intermittent stream
channel and 898 linear feet of perennial stream channel. Alternative B was not feasible due to the
loss of six lots and the inability to relocate portions of Unimportant Intermittent Streams B and D.
Proposed Impacts to Jurisdictional Waters
Unavoidable impacts to Perennial Stream B total approximately 203 linear feet (0.02 acre).
Proposed impacts are the result of culvert construction and associated rip rap. Unavoidable impacts
to Unimportant Intermittent Stream B will total approximately 795 linear feet (0.03 acre). Proposed
impacts are a result of 795 linear feet of new pipe placement. Unavoidable impacts to Unimportant
Intermittent Stream C will total approximately 720 linear feet (0.03 acre) and are a result of new
pipe placement. Unavoidable impacts to Unimportant Intermittent Stream D total approximately
1,360 linear feet (0.06). Approximately 965 linear feet of these impacts are a result of new pipe
placement and the remaining 395 linear feet are the result of the construction of a sediment basin
and associated grading activities. This sediment basin is approximately 1 acre in size and will be
converted to a pond once construction activities are completed. Total impacts to on-site
unimportant intermittent streatn channels are approximately 0.12 acre (Figure 2, enclosed). On
behalf of The Mathisen Company, CWS is submitting a Pre-Construction Notification
Application with attachments in accordance with Nationwide Permit General Condition No. 13,
and pursuant to Nationwide Permit No. 39 and Water Quality Certification No. 3402 (enclosed).
Storm Water Management
Total project impervious area calculations are less than 30% for each proposed lot type.
Therefore, a stonn water management plan is not being designed for this development. Please
see Table 1. for a summary of each lot as well as the proposed amenity center. Storm water
management will meet the current requirements for developments in Union County.
Table 1. Summary of lot tune and impervious coveraEe.
Development 9?
Building (s ft Driveway Sidewalk Average Lot Percent
Category (sgft) (sgft) Size (sgft) Impervious
Type A 1,750 700 120 14,000 18%
Type B 1,410 600 105 10,500 20%
Type C 1,110 500 90 7,000 24%
Amenity 11,500* 160,000 7%
Center
*Include 5,000 sqft. of parking lot, 2,000 sqft. pool, 3,000 sqft. deck.
Compensatory Mitigation
A proposed compensatory mitigation plan was developed to further minimize the impacts to
aquatic resources. The current mitigation plan proposes approximately 17.46 acres of riparian
buffer preservation located adjacent to Perennial Stream A (South Fork Crooked Creek) and
includes Wetlands AA and BB. Approximately 4,468 linear feet of perennial stream channel and
0.10 acre of wetlands will be preserved (Figure 2, enclosed).
May 15, 2006
Ms. Amanda Jones
Page 5 of 5
Please do not hesitate to contact us at 704-527-1177 should you have any questions or comments
regarding these findings.
Ggg c,
C. ntemann, PWS
Principal Biologist
A ? 7
Ma L. Jenkins, WPIT
Staff Biologist II
Enclosures: USGS 7.5' Bakers, NC Topographic Quadrangle
NRCS Union County Soil Survey
Figure 1. Wetland Boundary Survey
Figure 2. Proposed Impacts
Pre-Construction Notification Pursuant to a Nationwide Permit No. 39
Agent Certification of Authorization Form
DWQ Stream Classification Forms (SCPI - SCP4)
USACE Stream Quality Assessment Worksheets (SCP1 - SCP4)
USACE Routine Wetland Determination Data Forms (DPI and DP2)
Agency Correspondence
Representative Photographs (Photographs A - D)
cc: Ms. Cyndi Karoly, NCDWQ
Mr. Alan Johnson, NCDWQ, Mooresville Regional Office
Mr. Chris Mathisen, The Mathisen Company
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F"SIONS
Carolina Reiland Services PLANS PREPARED BY

Enhancement and T
ical Cross Section u. 14
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Chulodn• North Carolina 28273 - - Glendalough Subdivision

DESIGNED BY Raj DATE 9roroa
? Union County, North Car olina

RDd I CWS Project No. 2006-1329 SHEET I Of 2
DRAIN BY
DATE
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CHECKED BY
DATE BASE DRAWING PROVIDED BY FRONTIER SURVEYING.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DETERMINED AND
CLASSIFIED BY CAROLINA WETLAND SERVICES, INC. (CWS) ON OCTOBER 13, 2005.
JURISDICTIONAL WETLAND AREAS WERE SURVEYED USING A SUB-METER GPS UNIT.
JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
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NON-JURISDICTIONAL CHANNEL
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PROPERTY BOUNDARY
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-? PHOTO LOCATION AND DIRECTION
APPROXIMATE SCALE: I"= 300'

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Carolina Wetland Services
Cws 550 East Westinghouse Blvd.
S c.s. w.r s.....
Charlotte, North Carolina 28273
REFERENCE: SITE PLAN AND SURVEY PROVIDED BY FRONTIER LAND SURVEYING,
DATFD MARC]I. 2006 -
Figure 1. Wetland Boundary Survey
Glendalough Subdivision
Indian Trail, North Carolina
CWS Project No. 2006-1329
PRLPARLD BY DATE CIIECKED DATE
/YLS 3-,27-06 1 (p e;4 -;? - z 7 .o6

Office Use Only: Form Version Apr-H 2001
USACE Action ID No. DWQ No. Q
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
,.
l . 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 and Water Quality Certification No. 3402
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
Owner/Applicant Infornlation
Name: The Mathisen Companv, Contact: Mr. Chris Mathisen
Mailing Address: 6208 Creft Circle. Suite 230
Indian Trail. North Carolina 28079
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
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
Company Affiliation: Carolina Wetland Services. Inc.
Mailing Address: 550 East Westinghouse Blvd.
Charlotte. NC 28273
Telephone Number: [phone] Fax Number:[phone]
E-mail Address: ;regg a,cws-inc.net
Paae 1 of 7
III. Project Information
1. Name of project: Glendalough Subdivision
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 08300026
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 downtown Charlotte. travel
south on US 74 toward NC-27. After approximately 16 miles turn left onto Sardis Church
Road. Sardis Church Road becomes Unionville Indian Trail Road. continue to follow for
approximately 3 miles. Turn sharp right onto Poplin road for %z mile to site.
5. Site coordinates, if available (UTM or Lat/Long): N 35°4'37" W 80°34'42"
(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 agricultural with adjacent residential and wooded
areas.
7. Property size (acres): 142
8. Nearest body of water (stream/riv;x/sound/ocean/lake): South Fork Crooked Creek
9. River Basin: Yadkin River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: The purpose of this project is to develop
approximately 142 acres of propertv into a residential subdivision containing approximately
256 lots. This project will provide single-family housing to an area of Union County that is
experiencing significant population growth. Impacts to on-site jurisdictional waters are
necessarv to construct roadway access and provide residential lots.
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
mai_nl_v agricultural with adjacent residential areas.
:'age of
IV. Prior Project History
This project has no prior history.
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
Area of Impact Located within
100-year Distance to
Site Number Type of Impact*
(acres)
Floodplain** Nearest Stream Type of Wetland*'-`*
(indicate on map) (yes/no) (linear feet)
N/A
List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.feina.gov.
M*'k 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: N/A
Total area of wetland impact proposed: N/A
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 map) (linear feet) Before Impact (please specify)

Stream B Culvert Placement 203 if UT to South Fork 34' Perennial
Crooked Creek
Stream B Pipe Placement 795 If UT to South Fork Unimportant
(0.03 acre) Crooked Creek - Intermittent

Stream C
Pipe Placement 720 if UT to South Fork
2 Unimportant
(0.03 acre) Crooked Creek Intermittent

Stream D
Pipe Placement 965 if UT to South Fork
2 Unimportant
(0.04 acre) Crooked Creek Intermittent
Stream D Damming 395 if UT to South Fork Unimportant
(0.02 acre) Crooked 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, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Pm-,e 3 of
www.usgs.gov. Several internet sites also allow direct download and printing of L'SGS maps (e.g., www.topozone.com,
ww,w.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:2.988 linear feet (0.14 acre)
3. 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 of Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact (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.): dam/embankment and excavation
Proposed use or purpose of pond livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): sediment basin during construction activities, will be
converted to an aesthetic pond after completion of construction.
Size of watershed draining to pond: approximately 22 acres
Expected pond surface area: approximately 1 acre
VII. Impact Justification (Avoidance and Minimization)
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. Impacts to on-site unimportant intermittent stream channels have been reduced
to 0.10 acre and no impacts to jurisdictional wetland areas are proposed. Proper sediment
and erosion control measures will be used to minimize disturbances to downstream waters.
The proposed site plan is proposing the preservation of approximately 17.46 acres of riparian
buffer along 4.468 linear feet of stream channel.
VIII. Mitigation
A proposed compensatory mitigation plan was developed to further minimize the impacts to
aquatic resources. The current mitigation plan proposes approximately 17.46 acres of
riparian buffer preservation located adjacent to Perennial Stream A (South Fork Crooked
Pa,ie 4 of 77
Creek) and includes Wetlands AA and BB. Approximately 4.463 linear feet of perennial
stream channel and 0.10 acre of wetlands will be preserved (Figure 2. enclosed).
Nlitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at 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 71
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 (919) 733-083 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.
Pa<ze 5 of 7
Will the project impact protected riparian buffers identified within 15A NCAC 23 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify: )?
Yes ? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers. N/A
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
X1. 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.
Total oroiect impervious area calculations are less than 30% for each proposed lot tvpe.
Therefore. a storm water management plan is not being designed for this development. Please
see Table 1. for a summary of each lot as well as the proposed amenity center. Storm water
management will meet the current requirements for developments in Union County.
X11. 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.
N/A
X111. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Paae 6 of 7
t
Is this an after-the-fact permit application?
Yes ? No Z
`. 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.
?/?r a G
pplicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7
03,130/2006 17:26 7048821195
4. i
THE MATHISEN COMPANY
PAGE 02
AGENT CERTIFICATION OF AUTHORIZATION
1, Chris Mathisen, representing The Mathesirt Company, hereby certify that 1 have
authorized Gregory C. ,Antemann of Carolina Wetland Services, Inc. to act on my behalf
and take all actions necessary to the processing, issuance, and acceptance of this
Nationwide Permit and any and all standard and special conditions attaclied.
We hereby certify that the above information submitted in this application is true and
accurate to the best of our knowledge.
Applicant's signature
Agent's signature
Date Date
Completion of this form will allow the agent to sign all future application correspondence.
North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 10/13/2005 Project- 142-Acre Poplin Road Site Latitude. N 35' 4'37"
Evacuator: RBD and RGJ Site: SCPI Longitude: W 80° 34' 42"
Total Points: Perennial Stream A
Steam is at feast intermittent County: Other
if? 19 ar erernial if _> M 43. 0 Union e.g. Quad Name:
A. Geornorpholo (Subtotal = 23.5---) Absent Weak - Moderate strong
13. Continuous bed and bank 3_o1 0 1 2 3
2. Sinuosity 2.01 0 1 2 3
3_ ore-channel structure: riffle-pool sequence 2A 0 1 1 2 3
4. Scil texture or stream substrate sorting 2.101 0 1 1 2 3
5. ctivelreEicftoodplain 2A 0 1 2 3
5. Depositional bars or benches 3.Ci 0 1 2 3
7. Elraided channel 1.10 0 1 1 1 2 1 3
8. Recent alluvial depcs€ts 2.101 0 1 1 2 3
I S a Natural levees 0A 0 1 1 2 3
10_ Headcuts 2.101 0 1 .2 3
11 _ Grade cor treEs 0.101 0 1 0.5 I 1 1.5
12 Natural valtey er drair.agevay 1.51 0 0.5 1 1.5
13_ Second or greater cyder channel on existing
JSGS or NRCS map or other documented
evidence.

3.01
No = 0
Yes= 3
titan-ma€te amcnes are not ratect: see discussions in manual -
R_ H- itlrclnrrv (Suhtntag = 9.5 1
14_ Grourndwate.; flay4disdtarge I 0 1 2 3
15_ IA&ter in channel and - 48 hrs since rain, or
V,Ader in channel -- dry or ra in season 3
2.61
0
3 1 i
2 {
1 3
18. iLeattifter 1.51 1.5 1 j 0.5 1 0
17. 515edimernt an plants or debris 0.5°t 0 j '0.5 1 I 1.5
10. Organic dehi s lines cr pEes OWrack lines) 1.03 0 1 0.5 i 1 1.5
10_ Hydric sails tredoximcrphic features) present? 1.51 No = 0 E Yes= 1.5
C_ Biolcav (Suttozal = 10.50 1
203-_ Fibrous roots in channel 3A 3 i 2 1 0
210- Rooted plants En channel 3A 3 1 2 '1 1 0
22 Crayfish 1A 0 0.5 j 1 1.5
1 23 Bivalves O,Ci 0 i 1 ? 2 1 3
3 24_ Fish 1.101 0 0.5 E 1 1 1.5
1 25. Amphibians 0.53 0 0.5 i 1 1.5
1 26_ Csiacrabenthas (note crerst~j and abundance) 1.C1 0 0.5 ; 1 i 1.5
271_ Fi&amentaus algae, periphyton 1.103 0 1 { 2 1 3
28_ Iron oxidizing bacterialferngus. CIA 0 0.5 1 1 1.5
29'_ Wetland plants in streambed 0.00 FAC = 0.5; FACW = 0.75; 0BL = 1.5 SAV = 2.0; Other = 0
"Xems 20 and 21 focus cn the presence of upland plants. Item 29 focuses on the presence of aquatic or wetland plants.
Motes: (use Lack side cf this farm for additional notes.) Sketch:
North Carolina Division of Water € uality - Stream Identification Form; Version 3.1
Qa : 10/13/2005 f='rolec` 142-Acre Poplin Road Site Latitude N 35' 4'37"
Earalaater RBI) and RGJ Site: SCP2 Longitude: W 80° 34' 42"
Total Points: Other Perennial Stream B
Steams at Aeast irafer?rrittee t ? County: e.g. Quad Name:
LF> 19cr pffennial 34,50 Union
A. Georrtorpho[aSutntotal = 13.5 l t Absent Weak Moderate Strong
f 1a. Cc:nizi nuocs -bed and bank 2A 0 1 2 3
21 SEnucsity 1,09 0 4 1 2 3
3. In-channel structure: riffle-pool sequence 2.0' 0 1 1 2 3
4. Soil texture or stream substrate sorting 1.04 0 1 2 3
5. et *etrelic floodplain 2.01 0 1 2 3
6. Deposidoral bars or benches 1.01 0 1 1 2 3
7. Braided channel 0.04 0 1 1 2 3
3. Recert alluvial deposits 1.01 0 i 1 2 3
g a Nat"W le=vees 0.09 0 4 1 2 3
1- Head=ts 1.09 0 1 { 2 3
11_ Grade cmtrcls 1.51 0 0.5 1 1.5
12 4r'Ifaft-aral vaRey er drainag ay 1.01 0 4 0.5 1 1.5
13. Second or greater order channel on exiling.
USGS or NRCS n-op or other documented
CCuE RCe.
a
O.Oy
No = 0
Yes= 3
- rs1 n-anade dict€es are not rated: see cftscussions in manual
E_ E u focry (Sq b tatal = 8.0 1
14_ Sroumfmaterffav discharge 2.01 0 4 1 ( 2 3
j 15 'JWater In ctiarnnel ac*.d - 43 hrs since a rn, or
44 0.1r in channel - dry or rarvin season
1.03
0
? 1
2
3
15. Leaffkter 1.5 1.5 ? 1 4 0.5 0
1 IT SedEment on plants or debris 1.121 0 } 0.5 1 1.5
I a. C€ganic debris lines cr pKes kNllrack lines) 1.6 0 0.5 1 1.5
14_ H ddric scJs frzdaxirncrphic features) present? 1.51 No = 0 Yes = 1.5
_ Ebf=v (Subtotal = 13.00 )
2130- EifSrous rszais irn channel 3.O' 3 ; 2 1 0
21D_ Rcctr=d ants in channel 3.01 3 ; 2 j 1 0
22. CrayELs n 1.01 0 0.5 1 1.5
23_ awalves 0.0' 0 j 1 i 2 3
F-24- Fish 1,0; 0 4 0.5 i 1 1.5
125- Amphibians 1.09 0 0.5 1 1.5
25_ &!acmbentiros tr c to Wirer r and abundance) 1.0 0 t 0.5 1 1.5
3 27_ FIarrrentsus algae; per phytcn 3.01 0 i 1 2 3
1 2 press crierg baCieriatngus. 0.0 0 i 0_5 1 1.5
2:3"_'Wtdz nd plants ?n strearrnbed 0.00; FAC = 0.5; FAGW = 0.75: OBL = 1.5 SAV = 2.0: Other = 0
Mea:s 23 and 21 f=s on the presence of upland plants, ttern 229 focuses on the presence of aquatic or wetland plants.
Sketch:
Uctes parse back side c€ this form fcr additional notes.)
North Carolina Division of Water :duality - Stream Identification Form; Version 3.1
Date' 10/13/2005 Project: 142-Acre Poplin Road Site Latitude' N 35° 4' 37"
Evaluator: RBD and RGJ Site: S C P 3 Longitude: W 80° 34' 42"
Total Points: Other Unimportant Intermittent
SireaM is at feast in ern ifft County.
if>_ 18 cr ererra of if 2t 33 37 Union e.g. Quad Name: Stream D
A. Geomorphology (subtotal = 8.5 1 Absent Weak Moderate Strong
ta. Continuous bed and !hank 2.131 0 i 1 2 3
12 Sinuosity 1A 0 1 2 3
F 3. In-channel structure: riMe-pool sequence 1A 0 1 2 3
4. Sail texture or stream substrate sorting 1.Q 0 1 1 2 3
5. Act:seirelictloodgtain 2.131 0 1 2 3
I "'s. Depcsidcnal bars or benches 0,0, 0 1 2 3
7. Braided channel 0A 0 1 2 3
3. Recent aZuvial deposits 04 0 1 I 2 3
3' Natural le°dees 0,131 0 1 2 3
10- Headc u s 1,O, 0 1 2 3
11_ Grade controls 0A 0 I a5 i 1 1.5
? 12 Natural vaZey or drainagetway 0.51 0 0.5 ! 1 1.5
13_ Secarrd or greater cyder channel on existing
USISGS cr NRCS map or other docurnented
ecndence.

0A
No = 0 E'
}
Yes= 3
- Mart-made cUches are net reed; see cL-,cusslens to manual
B. F- vc1rcfccv (Subtcstal = 4.0 It
14_ Groun6water ffovddischarge 1.0 0 1 I 2 3
15_ a &ter in channel and > 48 hrs since rain, or
fdwtatcr[netiac?nel - dor -rani season; 3 O 1 2 3
15. Leattr 1.5 1 1 ! 0.5 0
17- Se6ment an p4ants or debris 0.51 0 ? 0.5 1 1 1.5
i 18- Organic de-bans ?roes or pies track tines) OR 0 ? 0.5 ? 1 1.5
tg. &dric sods`re€ oxinzcr trio features present? 0.0? No = 0 : Yes =1.5
C_ &olcmr (Subtcmt = 6.00 )
20''_ Fibrous rccts In channel 3,0+ 3 i 2 ? 1 ? 0
21'_ Racted plants in channel 3.0 3 i 2 0
22- Grayer 0.0 0 I 0.5 1.5
4 23 Ewalves O.Oi 0 I 1 2 3
1241- Fish 0.01 0 ; 0.5 j 1 1.5
1 25. Amphibians 0,01 0 i 0.5 i 1 1.5
6- r0ac.abenthas (mote rersittj and abundance) Q.01 0 0.5 i 1 1.5
I 2T Filamentous af>gae, per#hyton 0A 0 1 1 i 2 3
23. iron oxidizing bac erialtungus. 0.0; 0 0.5 1 1.5
'29'_ TUL- dand plar:ts in streamed 0.001 FAG = 0.5; FACIN = 0.75: OBL = 1.5 SAV = 2.0; Other = 0
Zerrs 2U anri 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or vvetlan d plants.
Sketch:
Motes (use back side c Chris farm fcr additional notes)
North Carolina Division of dater Quality - Stream Identification Form; Version 3.1
Bate. 10/13/2005 Project: 142-Acre Poplin Road Site Latitude: 1 T 35° 4'37"
Evafuatoc RBD and RGJ Site- SCP4 Longitude: W 80° 34' 42"
'dotal Point4: Other Non-Jurisdictional
Steam is at feast it err tte-nt d 3 county:
4? 19 rr perennial et>_ 30 Union e.g. Quad Nattre: Channel G
A_ Geamorphoiogy (Subtotal = 3.5 1 Absent > Weak ' Moderate Strong;
1a. Continucusbed and bank 1A 0 I 1 1 2 3
2_ Sinuosity 1 A 0 1 1 2 3
3. [n-cha nel structure: riffle-pool sequence OAd 0 1 i 2 3
4_ Sail texture or stream substrate sorting 0.01 0 1 2 3
5_ Actfuetreticffoodplain 1.C1 0 1 1 2 3
6. DeposAicnnal bars or benches O.d 0 1 2 3
7_ Braided channel 0A, 0 1 2 3
3. Recut a2uvial deposits 0A 0 i 1 2 3
9 a C taturall fearees 0.01 0 1 1 2 3
10_ B zadcx.:ts 0.01 0 1 2 3
11. Grade cttrcfs 0.0 0 as 1 i 1.5
12_ Natural valley or drainagevmy 0.51 0 1 0.5 j 1 1.5
13_ Second or greater order c;hannei on existing
USGS or NRCS map or other docurmnted
er ence.

0.01
No = 0
?
!!
Yes = 3
tiZ3riNS =e d ches are not rated: see mscus-fcns in manual
B_ Hn 6rutemp r SLt tatal = 1.0 b
t4_ G=nd:meter fla'f=discharge 0.01 0 1 ; 2 ( g
15.. 'fi' r in channel an > 43 hrs since Taira, or
'r in cftannef - dry or growing season
0.d

0

? €

1 1 I 3 {
1s_ Lea fhter 1.03 1.5 ? 1 [ 0.5 ! 0
t?_ Sediment on plants or debris 0.0 0 0.5 1 j 1.5
1c3.. 0rgancc debris sines cr p es ?Vrmcfe IinesI 0.0' 0 0.5 ; 1 1.5
ta_ C--uric sods :edcximcrpftic features) present? 0.Cl NO = 0 Yes = 1.5
EI a[Lxrv €Suttclal = 5.00 1
Fibrous roots in channel 2.01 3 4 2 j 1 0
21". Rmted ;tintsin charnel 3. 01
3
2 l
1
0
22- `=rayon 0.0 0 5 0.5 1 1.5
2_ a4alves O.C1 0 1 1 2 I 3
24_ Fish OX, 0 E 05 j 1 ? 1.5
2S_rrtpN ib ans O.Ci 0 0.5 ! 1 1.5
25_ &b=-chenthcs trade ,-;rersity and abundance) O.C' 0 0.5 j 1 ; 1.5
i
i 27_ Hamentous algae; periphyton 0.01 0 1 I 2 j 3
j 2,3_ Cron cxldE2ing bacteriatfungus. 0.0 0 1 0.5 1 1.5
I
29 °_ "t bland plants ;n streambed
0.00; FAC = g_5; FACW = 0.75; OBL = 1.5
SAV = 2.0;
Other = 0
"'t erns 20 and 21 fccus cxn the presence of up and plants. Item 29 fcc uses on the presence of aquatic or wetland plants.
Sketch:
litotes: lose hack a cf this fours fcr add9onal notes.)
OFFICE USE ONLY: USACE AID#
DWQ
SCPI - Perennial Stream A
?i ? ~.
.?" STREAM QUALITY ASSESSMEi* T WORKSHEET
1. Applicant's Name: The Mathisen Group 2. Evaluator's Name: Richard Darling and Ron Johnson
3. Date of Evaluation: 10-13-05 4. Time of Evaluation: 12:00 pm
5. Name of Stream: South Fork Crooked Creek 6. River Basin: Yadkin
7. Approximate Drainage Area: 14 sq. miles 3. Stream Order: Third
9. Length of Reach Evaluated: 2,000 if 10. County: Union
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte travel south on US 74
toward NC-27. After approximately 16 miles turn left onto Sardis Church Road. Sardis Church Road becomes Unionville Indian
Trail Road, continue to follow for approximately .3 miles. Turn sharp rieht onto Poplin road for %2 mile to site.
12. Site Coordinates (if known): N 35°4'37" W 80°34'42"
13. Proposed Channel Work (if any): N/A
14. Recent Weather Conditions: no rain within the past 48 hours
15. Site conditions at time of visit: sunny 80 degrees
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point?YE NO If yes, estimate the water surface area: many ponds
IS. Does channel appear on USGS quad map? YE NO 19. Does channel appear on USDA Soil Survey'? (T NO
20. Estimated Watershed Land Use: ON Residential _% Commercial % Industrial 40 % Agricultural
60 % Forested
21. Bankfull Width: 10-15'
_% Cleared / Logged % Other
22. Bank Height (from bed to top of bank): 4-6'
23. Channel slope down center of stream: X Flat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather, conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a strearn under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse):
Comments:
Evaluator's Signature y Date -
This channel evaluation form is int nded to be used only as a guide to assist landowners and environmental professionals in
Gathering the data required by the United States 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 does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-576-8441 x 26.
QU, _?_LJTY ASSESSMENT WORKSHEET
SCP1- Perennial Stream A
ECORE GION POIN T' RA NGE
_ 7???
CTERR1ST1
C1L
R
S SCORE
- k
?
_A ,
Coastal
Piedmont
vlountain
Presence of flotis persistent pools in stream ( 0
5 I 0 4 0 - 4
no r ; :ra r cn = 0: sa-cng flow = max points) - -
Evidence of past human alteration I
0-6 0 - 0 -5 4
- t` extensi :ve --iteration = 0: no alteration = max points) ,
i
Riparian zone 0- 6 0 -+ 0 - 2
(no bt : er = 0: contiguous. wide buffer = max points)
Evidence of nutrient or chemical discharges 0
5 0 4
0
-4
2
_ (ex:ensi; e aisc=zes = 0: no discharges = mar points) - -
' Groundwater discharge
0-3
0
-4
0
-4
2
C no disco _ ` = 0: srrags. seeps. ,?%-et1 ds. etc_ = max points)
-
Presence of adjacent floodplain
0-4
0
-4
0
-2
2
? Ea:, Loocpla:n = 0: exteasil-e lloodpIain = max points)
.
Entrenchment ; floodplain. access
0 - 5
0
- 1
0
- 2
2
'- (deeply entrenched= 0: frequent flooding = max points)
Presence of adjacent ivetiands 0-6 0 -+ 0 -2 1
(nv wed--d's = 0: large adjacent ,,Wetlands = maY points)
Channel sinuosity 0- 5 0 - 4 0 3 3
fe:tte t: eHza-- on = 0: rarzral meander = max points)
Sediment input
0--3
0
-4
0
-4
1
t es.easi : e de^ositieu= 0: little or no sediment =mat pointsl

1 Size & diversity of channel bed substrate
? x
0
- 4
0
2
;ire. homogenous = 0: large. diver -se sizes = max points)
Evidence of channel incision or Ntddenin-
0
0
-4
0
-5
1
- i (deeply incised = 0: stable bed & ban1,,s = max points)
Presence of major bank failures
0 - a I
0
5
0
- 5
2
(severe erosion = 0: no erosion. stable banks = max points)
IY Root depth and density on banks 0 -3 ? 0 -4 0 5 2
_ C no visible roots = 0: dense roots throughout = max points)
a' 1 Impact by agriculture or livestock production
0
5
0
-4
0`
-5
2
isubsta ndal impact =a: no e; ideace = max points) -

i6 Presence of riffle-pooUripple-pool complexes
0-3
0-5
0
-6
2
(no ritflest ripples or pools = 0: well-developed = max points)

1^ ( Habitat complexity
0 - 6 (
0
- 6
Q
_ 6
(little or no habitat = 0: frequent- varied habitats = max points)
j
13 Canopy coverage over streambed
0-5
0-5
0
-5
2
(no shading v e2etation = 0: continuous canopy = max points)

9 Substrate embeddedness
0
-4
0.
-4
1
(deepiti embedded= 0: loose sm:cture=max)
_0 t Presence of stream invertebrates
(
0
0`
5
0
-5
2

i (ro evidence = 0: common, numerous hypes = max points)
-

` Presence of amphibians 0-4 0- 4 0 -4 2
(no evidence = 0: common. numerous n-pes = max points)
l Presence of fish
0-4
0-
4
0
-4
1
r no e. ide. 0: cmmon. ^,--ercus ryes = max _points)
?
Evidence of wildlife use
0-6
0-5
0
-5
2
ide .. - v: u?undant ?.:.. =:uax points) ?
Total Points Possible ! 100 100 1 1 00
TO A_L SCORE (also enter on first page) 49
j-
T These characteristics are not assessed in coastal streams.
OFFICE USE ONLY: USAGE AID# DWQ #
__- .__s_,____
S'CP2 - Perennial Stream B
STAB tJ3.'IT' ASSESSMENT WORKSHEET
1. Applicant's Name: The Mathisen Group 2. Evaluator's Name: Richard Darling and Ron Johnson
3. Date of Evaluation: 10-13-05 4. Time of Evaluation: 1:00 ym
5. Name of Stream: UT to South Fork Crooked Creek 6. River Basin: Yadkin
7. Approximate Drainage Area: 116 acres S. Stream Order: Second
9. Length of Reach Evaluated: 1.000 if 10. County: Union
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on US 74
toward NC-27. After approximately 16 miles turn left onto Sardis Church Road. Sardis Church Road becomes Unionville Indian
Trail Road, continue to follow for approximately 3 miles. Turn sharp right onto Poplin road for 1/2 mile to site.
12. Site Coordinates (if known): N 35°4'37" W 80°34'42"
13. Proposed Channel Work (if any): N/A
14. Recent Weather Conditions: no rain within the past 48 hours
15. Site conditions at time of visit: sunny 80 degrees
16. Identify any special waterway. classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YE NO 19. Does channel appear on USDA Soil Survey? YE NO
20. Estimated Watershed Land Use: -% Residential % Commercial % Industrial 40 % Agricultural
60 % Forested % Cleared / Logged _% Other
21. Bankfull Width: 3' 22. Bank Height (from bed to top of bank): 2'
23. Channel slope down center of stream: X Flat (0 to 2'%) -Gentle (2 to 4%) _Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: X Straight -Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 40 Comments:
n ,i / ? r
! •` `? J? 1.
Evaluator's Signature :%l ? -^?---?--- 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 the United States 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 does not imply a
particular mitigation ratio or requirement. Form subject to change - version 051'03. To Comment, please call 919-876-8441 x 26.
tiT --li Q iJ A-1 .IT 1 ASSLUSi ¦ E1 T -WORKSHEET
Si P2 - Perennial Stream B
ECOREGIO POINT RANGE
CHAR ACTERIS T ICS SCORE
Coastal Pied mont mountain
Presence of flow persistent pools in stream ? 0 4 ? 0 5 I 2
in0 or LO`.L r saturation = Q; StrOIl° flow = max AOmts) 0-5 + - ? -
Ei-idence of past human alteration
0
6
0
-
0
-5
1
_ { _-x 5- e altzm1lica = 0. no alteration = max points) -
Riparian zone 0-6 0 -4 0 - 0
+no fiv er= 0: contizacus_ wide buffer= max points) l
Evidence of nutrient or chemical discharges

discharges = 0: no discharges = max points) 0-5 0 -4 + 0 --4 1
Groundwater discharge 0-3 0 -4 0 -4 2
J (n0 disohar_e = 0: springs- seeps. wetlands, etc. = max points)
Presence of adjacent floodplain

(no floodiplain = 0: extensive floodplain = max points) 0-4 0 -4 0 -2 3
Entrenchment: floodplain access 0-5 0 -4 0 -2
(de _cl_: entrenched = 0- a 4neat flooding = max points)
Presence of adjacent Nvetlands 0-6 0 - 4 0 -2 0
i n :. - ds = 0: larat adi4 ent wetlands, = max romts)
Q Channel sinuositz' 0- 0- 4 0' - 3 2
(e ten i. ~---c-lization = 0: naturai meander = max points) I

10 Sediment input
0-5,
0-
4
0
-4
2
extensive deposition= Q: little or no sediment= max points)

11 r Size & diversity of channel bed substrate
NA*
0-
4
0
-,
2
(fine- homogenous = 0: large. diverse sizes = max points)
j
? Eszdence of channel incision or widening
1
>- - '
(ceeoh_ incised = 0: stabie b°d .S: banks, = max Aoints) 0 a C 0 4 0 -5 3
- ! Presence of major bank failures f
0-?
0-?
0
-?
3
(^.'• -ion = Q: no erosion- siable b?nSs = max points) Lre i
=
! 4 Root depth and density on banks
0-3
0-
4
0
-5
2
mo visible roots = 0: dense roots throughout = max points}
Impact by agriculture or livestock production
(substantial impact =0: no evidence = max points) 0 - 5 0 - 4 0 - 0
16 Presence of riffle-pool/ripple-pool complexes 0
3 0-5 0 - 6 2
(no ri`fIes, ripples or pools = 0: ,vell-let eloped = mat points) -
l Habitat complexity
0-6
0-
0
-6
2
(little or no habitat = Q: frequent. varied habitats = max points}

1S Canopy coverage over streanibed
0
5
0
5
0
5
0
(no shad in- , egetation = 0: continuous canopy = max points) - - -
_ Substrate embeddedness
19
i ?
(aeepiv embedded = 0: loose structure = max) NA* 0- 4 0 -=4 2
Presence of stream invertebrates
20 #
s-

(no evidence = 0: common, numerous types = max points) 0-4 0- 5 0 -5 2
, Presence of amphibians
(
l (no evidence = 0: common- numerous -,yes = max points) 0 - 1 0 - 4 0 - 4
Presence of fish
:
- 4 1
0 -
4
- 4
2
o ov;dence 0
cemrnon_ n=erous n., es = max points)

_" DIdence of -wildlife use 0-6 0- 5 0 -5
Yo e`. ide= = 0: abundant evidence = max points)
Total Points Possible 100 I0 0 100
TOTAL SCORE (also enter on first page) 40
T es narc...? . _- are nct ssesSed in borstal streams.
I
OFFICE USE ONLY: USACE AID# DWQ #
SCP3 - Unimportant Intermittent Stream D
STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: The Mathisen Group 2. Evaluator's Name: Richard Darling and Ron Johnson
3. Date of Evaluation: 10-13-05 4. Time of Evaluation: 2:00 Pm
5. Name of Stream: UT to South Fork Crooked Creek 6. River Basin: Yadkin
7. Approximate Drainage Area: 22 acres 8. Stream Order: First
9. Length of Reach Evaluated: 1,500 if 10. County: Union
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on US 74
toward NC-27. After approximately 16 miles turn left onto Sardis Church Road. Sardis Church Road becomes Unionville Indian
Trail Road, continue to follow for approximately 3 miles. Turn sharp right onto Poplin road for 1/2 mile to site.
12. Site Coordinates (if known): N 35°4'37" W 80°34'42"
13. Proposed Channel Work (if any): N/A
14. Recent Weather Conditions: no rain within the past 48 hours
15. Site conditions at time of visit: sunny 80
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES i O 19. Does channel appear on USDA Soil Survey? YES
20. Estimated Watershed Land Use: % Residential % Commercial % Industrial 100 % Agricultural
_% Forested _% Cleared / Logged _% Other (
21. Bankfull Width: 2' 22. Bank Height (from bed to top of bank): 1-2'
23. Channel slope down center of stream: X Flat (0 to 2%) Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: X Straight -Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 24 Comments:
Evaluator's Signature DateI
This channel evaluation form is in nded to be used only as a guide to assist landowners and environmental professionals in
gathering the data required byte United States 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 does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05103. To Comment, please call 919-876-8441 x 26.
S TI-RE-A-11 QUALI T Y ASSESSMENT W ORKSHEE '
SCPJ - UIl -oortant Intermittent Stream D
j ECO OION POINT RAGE
= CM-R--kCT ?.R1S F ICS SCORE
Coastal s -Piedmont Mountain
_ Presence of flow l persistent pools in stream 0 - 5 0 - 4 0 - 1
i no .-o':: or Sarumucn = 0: strong fuck = max points)
Evidence of past human alteration 0
6 0-5 0 - 1
i al ° t:cn = 0: no alteration = max points)
'y -
Riparian zone
_
J ( 0-6 0-4 0 - 0
!no b Ecr = 0: conti_uous. wide buffer= max points) j
4 Evidence of nutrient or chemical discharges
0
5
04
? 0
4
1
i este^ ,ve discharges = 0: no discharges = max points) - -
Groundwater discharge 0-3 0-4 0-4 1
< 'no dLch r= = 0: sur=.ass: sizes, wetlands, etc. =mat points}
Presence of adjacent floodplain
j 0 - 4
0 - 1
0 -
2
(no Lcccciai = 0: e ;wn .sire t?ocdpiain = max points) _
_ Entrenchment," floodplain access 0-5 0-4 0-2 3
- ! ceepl . = enched = 0: frequent flooding = max point)
Presence of adjacent wetlands 0-6 0-4 0 - , 0
! as wetlands = 0: lame adiacent wetlands = max points)
4 Channel sinuosity
0 - 5
0 - } ,
0 - ,
2
(e .tensive channelization = 0: natural meander= max points)
10 ! Sediment input
0-5
0-4
0-4
1
estensn-e deposition= 0: little or no sediment = max points)
I t Size S diversity of channel bed substrate 0-4 0-5
1
e emegencus - 0 .•rge. dig e sizes- max points)
Evidence of channel incision or widening
I'
0
5
0-4
0-5
2
sctseu = 0: stable bed & banks = max points) -
(
Presence of major bank failures + 0
5 0-5 0- 5 3

I
(severe erosion = 0: no erasuon stable banes = max points) -
i 14 Root depth and density on banks
0 - 3
0 - 4
0
2
(no risible roots = 0; dense roots throughout = max points) -
? i Impact by agriculture or livestock production
4
0
0
5
1
(substantial impact =0: no evidence=max points) 0-_ - -
Presence of riffle-poollripple-pool complexes I
16 I

0
i
0 5

0-6

1
(no riffle. ripples or pools = 0: well-developed = max points) I -
I
! Habitat eamplesit_y
` 0 - 6 0 6 0 - 6 1
(little cr no habitat = 0: frequent. varied habitats = max points)
Canopy coverage over streambed
I3
0-5
0 5
0-5
0
,
(no shading vegetation = 0: continuous canopy = max points)
Substrate embeddedness
19 1
NA
0-4
0-4
1
(deeply- embedded = 0 loose structure = max)
Presence of stream invertebrates
_0 (no evidence = 0: common. numerous t.pes = max points)
i- 0-4 ( 0 5 0 5 0
Presence of amphibians
0-4
0-4
0-
0
`
., (Lo ev.uyu = 0: common. numerous tyres = mart points)
Presence of fish I 0-4 0-4 0-4 0
?o e,.-: cence - 0' co=en_ numerous rapes = max points)
- ' Evidence of wildlife use
0-6
-
0-5
0-5
0
-
ac e.Id. ce = 0. abundant :.deace - max trots)
Total Points Possible 100 _ 100 100
TOTAL SCORE (also enter on first page) 24
,.Se charac:e. stics are et z_,. esscd in c--astal streams.
OFFICE USE ONLY: USACE AID# DWQ k
y 1 ? ? t
SCP4 - Ephemeral Channel G
STREAM QUALITY ASSESSMENT WORKSHEET

1. Applicant's Name: The Mathisen Group 2. Evaluator's Name: Richard Darling and Ron Johnson
3. Date of Evaluation: 10-13-05 4. Time of Evaluation: 3:00 pm
5. Name of Stream: UT to South Fork Crooked Creek 6. River Basin: Yadkin
7. Approximate Drainage Area: 3 acres S. Stream Order: First
9. Length of Reach Evaluated: 347 if 10. County: Union
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on US 74
toward NC-27. After approximately 16 miles turn left onto Sardis Church Road. Sardis Church Road becomes Unionville Indian
Trail Road, continue to follow for approximately 3 miles. Turn sharp right onto Poplin road for 1/2 mile to site.
12. Site Coordinates (if known): N 35°4'37" W 80°34'42"
13. Proposed Channel Work (if any): N/A
14. Recent Weather Conditions: no rain within the past 48 hours
15. Site conditions at time of visit: sunny 80 degrees
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES (R?0 19. Does channel appear on USDA Soil Survey? YES
20. Estimated Watershed Land Use: _% Residential % Commercial °,,o Industrial 100 % Agricultural
_% Forested % Cleared / Logged _% Other ( )
21. Bankfull Width: 2' 22. Bank Height (from bed to top of bank): 1-2'
23. Channel slope down center of stream: X Flat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: X Straight -Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 22 Comments:
Evaluator's Signature.?1 Date ??
This channel evaluation form is ir?tended to be used only as a guide to assist landowners and environmental professionals in
Gathering the data required by the United- States 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 does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05103. To Comment, please call 919-876-8441 x 26.
SCF4 - Ephemeral Channel G
. - REGION P041
\T RAINGE
, ECO ?.
,' RACTERIS T ICS
- CH . . SCORE
- Coastal j Piedmont i Mountain
Presence of flow persistent pools in stream
0-5
0
-4
0
-5
0
{ ::a ' o w or s um en = O: strcnz 21ow = max points) 1
Evidence of past human alteration ( 0
6 0 -5 0 - 4
I ex•armve aItemucn = o: no alteration = max points) -
Riparian zone 0-6 0 - 0 - 0
no butler= 0: contiguous. wide buffer= max points) 1
Evidence of nutrient or chemical discharges 0- 5 0 -4 0 -4 1
(ex Ive discharges = 0: no discharges = max points)
' Groundwater discharge
O - 3
O
- 4
O
- +
O
no ,- _c ar?° = 0: s? ?. sezns. ?vetiand;, etc. = ma
x points) f
Presence of adjacent floodplain
0-4
0
-4
0
-2
2

'? _
t no _cc..^iain = 0: est: nslve flcodplain = max points}
_ Entrenchment: floodplain access 0-5 0 -4 0 - 2 3
( dee;,i_-r entrenched. = 0: frequent flooding = max points) (
y Presence of adjacent wetlands
0 - 6
0
- 4
0
- _
0
(no wetlands = 0: large adjacent wetlands = max points)
Channel sinuosity
q I
0-5
0
-4
0
-
2
( x :rive cH=elization = 0: natural meander = max points) f
Sediment input
J
0-5
0
-4
0
-4
0
(eF.tersI: e det:osi^on= 0: little or no sediment = max points)
Size S: diversity of channel bed substrate
l1
IA* (
0-
4
0
-5
1
-e uomegenaus = 0: large. doe e sizes = max points)
j , Evidence of channel incision or widening 0-5 0-4 0 - 3
' - ;deeply incised = 0: stable bed &- banks = max points)
- Presence of major bank: failures
0
5
0
5
0
-5
2
(severe erosion = 0: no erosion. stable can's = max points) -

••' Root depth and density- on banks
i-'
0-3
0-
4
0
-5
3
I
(no visible roots = 0: lease root; t; roughcut = max points)
f Impact by agriculture or livestock: production
0
5 )
0
4
0
5
0
(-substantial impact =0: no evidence = max point;) - - -
Presence of riffle-pooliripple-pool complexes
b 0
3 0- 5 0 -6 0

j (no rif=es:`rip_ Fipples or pools = 0: %vell-developed = max points) I
i
-
Habitat complexity
0-6
0-
6
0
-6
0
(little
or no habitat = 0: frea ent. varied habitats = max points)
C Canopy coverage over streambed
18 y
0-5 +
0-
5
0
-5
0
(no shading vegetation = 0: continuous canopy = max points) ;
Substrate embeddedness
9 (deepiy embedded = 0: loose stracrsre = mat)
0
4
0
-4
1
Presence of stream invertebrates
;
'0 no evidence = 0: common, numerous types = max points) ; o- 0-5 0 -5 o
i Presence of amphibians 0-4 0- 4 0 -4 0
r, (no evidence = 0: common. numerous n_pes = max points)
:. Presence of fish
..
0-4
0-
4
0
-4
0

Y no evtaence = 0: common. numerous n yes = max points)
Evidence of wildlife use 0-6 , 0- 5 rO -5 0
(no e = u: abundant e. .. = max points)
Total Points Possible s 100 I 100 100
TOTAL SCORE (also enter on first page) 22
Y These characteristics are not assessed in coastal streams.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Glendalou Subdivision Date: 10113105
Applicant/Owner: The Mathisen Company County: Union
Investigator(s): Richard Darling and Ron Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetlan
ds the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DPI
I
If needed, explain on reverse.)
VEGETATION
Dominant Plant S ecies
1 O_uercus phellos Stratum Indicator
tree FACW- Dominant Plant Species Stratum Indicator
9
2 Liquidambarstyraciflua tree FAC+ 10
3 Peltandra vit;inica herb OBL 11
4 Alternanthera philoxeroides herb OBL 12
5 Saurunts cernuus herb OBL 13
6 Cornus amomum tree FACW+ 14
7 15
8 16
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
All of the dominant plant sp
ecies are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
saturated in Upper 12 Inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: 0-36 (in.) _
Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _X7 Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: <12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydrology are present.
Routine On-Site Data Forms Page I Of 2 3127/2006
SOILS
Map Unit Name
(Series and Phase): Badin Channerv silty clay loam. 2-8% eroded Drainage Class poorly drained
Field Observations
Taxonomy (Subgroup): thermic Tv pic $apludultS Confirm Mapped Type? Yes(No)
Profile Descri tion•
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 2.51' 5/2 10YR 4/6 few/faint silt
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
-? Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Indicators of hvdric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Ye No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2/92
Routine On-Site Data Forms Pale ? of 2 3/27/2006
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Glendalough Subdivision Date: 10113105
Applicant/Owner: The Mathisen Company County: Union
Investigator(s): Richard Darling and Ron Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: upland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP2
If needed, explain on reverse.
VEGETATION
Dominant Plant Species
1 Rubus argutus Stratum Indicator
herb FAC Dominant Plant Species Stratum Indicator
9
2 Lonicerajaponica vine FAC- 10
3 11
4 12
5 13
6 14
7 15
8 16
Percent of Dominant Species that are OBL, FACW or FAC
50%
Remarks:
50% of the dominant plant sp
ecies are 1'AC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
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 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
No indicators of wetland hydrology are p resent.
Rcubne On-Site Data Fcrms Pale 1 o 2 3/27/2006

SOILS
Map Unit Name
(Series and Phase): , Badin Channery silty ciao loam, 2-8% eroded Drainage Class poorly drained
Field Observations
Taxonomy (Subgroup): thermic Ty pie Hanludults Confirm Mapped Type? Yes(No)
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moistl (Munsell Moist) Abundance/Contrast Structure, etc.
0-8 B 2.5Y 5/4 N/A N/A silt
8-12 B 2.5Y 6/6 N/A N/A silt loam
Histosol Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
No indicators of hydric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle'
Wetland 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.
Approved by HCUSACE 2/92
Routine On-Site Data Forms Page 2 of 2 3/27/2006
z
SfA7F o
F
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey). Crow, Deputy Secretary
April 21, 2006
Matt L. Jenkins
Carolina Wetland Services
550 E Westinghouse BLVD.
Charlotte, NC 28273
Office of Archives and Ilistory
Division of Historical Resources
David Brook, Director
Re: Request for Records Search, Glendalough Subdivision, Indian Trail, Carolina Wetland Services
Project No. 2006-1329, Union County, ER 06-0779
Dear Mr. Jenkins:
Thank you for your report of March 15, 2006, concerning the above project. Based on the topographic and
hydrological situation that exists within the proposed project area, we have determined that there is a very
high probability that archaeological sites exist in the project area. We therefore recommend that a
comprehensive archaeological survey be conducted by an experienced archaeologist to identify and evaluate
the significance of any archaeological remains that may be damaged or destroyed by the proposed project.
Potential effects on unknown resources must be assessed prior to the initiation of any earth moving activities.
As always, we tivill be happy to assist you in planning your archaeological survey strategy
Two copies of the resulting archaeological survey report, as well as one copy of the appropriate site forms,
should be forwarded to us for review and comment as soon as they are available and well in advance of any
earth moving activities.
A; list of archaeological consultants who have conducted or expressed interest in contract work in North
Carolina is available at www.arch.dcr.state.nc.us/consults. The archaeologists listed, or any other experienced
archaeologists may be contacted to conduct the recommended survey.
We have determined that die project as proposed will not affect any historic structures:
The above corrnments 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.
Location Mailing Address 1 etephone/ tax
ADMINISTRATION 507 N. Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4617 [phone]/733-8653
RESTORATION 515 N. Blount Street, Raleigh NC 4617, Mail Service Center, Raleigh NC 276924617 (919)733-6z47/715-4801
SURVEY & PLANNING 515 N. Blount Street, Raleigh, NC 4617 Mail Service Center, Raleigh NC 276994617 [phone]/715-4801
Thank you for your cooperation and considerations. If you have any questions concerning the above
comment, please 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,
_ ,3?eter Sandbeck

-1 -
. AA 14 0
F
E' EN R
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
March 20, 2006
Mr. Matt L. Jenkins
Carolina Wetland Services
550 E. Westinghouse Blvd.
Charlotte, NC 28273
Subject: Glendalough Subdivision; Indian Trail, Union County
CWS Project No. 2006-1329
Dear Mr. Jenkins:
William G. Ross Jr., Secretarf
The Natural Heritage Program no records of rare species or significant natural communities at the site
nor within a mile of the project area. The State significant Crooked Creek Aquatic Habitat flows along
the northern boundary of the tract. Two very rare mussels - Savannah lilliput (Toxolasma pullus) and the
Carolina creekshell (Villosa vaughaniana), both State Endangered and Federal Species of Concern,
have been found in South Fork Crooked Creek at SR 1501, located perhaps 1.5 mile upstream of the
natural area. These mussels might well be present in the creek along the boundary of the project area.
Thus, it is very important that proper sedimentation controls be in-place during the construction phase of
the project to keep sediment from reaching the creek.
You may wish to check the Natural Heritage Program database website at www.ncnhp.org for a listing of '
rare plants and animals and significant natural communities in the county and on the topographic quad
map. Alternatively, the NC Center for Geographic Information and Analysis (CGIA) provides digital
Natural Heritage data online on a cost recovery basis. Subscribers can get site specific information on
GIS layers with Natural Heritage Program rare species occurrences and Significant Natural Heritage
Areas. The CGIA website provides Element Occurrence (EO) ID numbers (instead of species name), and
the data user is then encouraged to contact the Natural Heritage Program for detailed information. This
service allows the user to quickly and efficiently get site specific NHP data without visiting the NHP
workroom or waiting for the Information Request to be answered by NHP staff. For more information
about data formats, pricing structure and ordering procedures, visit
http://www.cgia.state.nc.us/cgdb/datalist.html, or call CGIA Production Services at [phone].
Please do not hesitate to contact me at 919-715-8697 if you have questions or need further information.
Sincerely,
Harry E. LeGrand, Jr., Zoologist
Natural Heritage Program
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] o FAA 919-715-1,060 , lntemet:,vnvv.enr.state.nc.us
NonrthCarolina
it 4
Glendalough Subdivision
Nationwide Permit No. 39 Project No. 2006-1329
Photograph A. View of Perennial Stream A, facing downstream.
Photograph B. View of Wetland AA, facing east.
1 11 11
a CWS
p ?;? Carolina Wetland Services
May 15, 2006
Ms. Amanda Jones
550 E WESTINGHOUSE BLVD.
CHARLOTTE, NC 28273
704-527-1177 (v)
704-527-1133 (fax)
U.S. Anny Corps of Engineers
151 Patton Avenue
Asheville, NC 28801
I ^.
,- , r x i ,! a fit`
L
Subject: Pre-Construction Notification Pursuant to Nationwide Permit No. 39
Glendalough Subdivision
Indian Trail, North Carolina
Carolina Wetland Services Project No. 2006-1329
The Glendalough Subdivision is located at the intersection of Unionville-Indian Trail Road and
Poplin Road in Indian Trail, North Carolina (Figure 1, enclosed). The purpose of this project is
to construct a new single-family residential subdivision. The Mathisen Company has contracted
Carolina Wetland Services, Inc. (CWS) to provide Section 404/401 permitting services for this
project. Please see the attached, signed Agent Certification of Authorization Form.
Applicant Name: The Mathisen Company, Mr. Chris Mathisen
Mailing Address: 6208 Creft Circle, Suite 230, Indian Trail, NC 28079
Phone Number of Owner/Applicant: 704-882-1193
Street Address of Project: Poplin Road
Waterway: South Fork Crooked Creek
Basin: Yadkin River (HU# 03040105)
City: Indian Trail County: Union
Decimal Degree Coordinate Location of Project Site: N35° 4' 37", W80° 34' 42"
USGS Quadrangle Name: Bakers, North Carolina, 1991
Current Land Use
The current land use for the project area is agricultural with adjacent residential and wooded
areas. Dominant vegetation within the project area consists of Japanese honeysuckle
(Lonicera japonica), common blackberry (Rubus argutus), sweetgum (Liquidambar styraciua),
red maple (Acer rubrum), various grasses (Festuca spp.), and sedges (Carex spp.). According to
the Soil Survey of Union County', on-site soils consist of Badin channery silty clay loam, 2 to 8
percent slopes (1302), Chewacla2 silt loam, 0 to 2 percent slopes (ChA), Cid channery silt loam,
1 to 5 percent slopes (CmB), and Tatum gravelly silty clay loam, 2 to 8 percent slopes Jb132).
Badin, Cid, and Tatum soil types are well drained and exhibit slow to moderate permeability,
while Chewacla soils are somewhat poorly drained and exhibit moderate permeability.
Jurisdictional Delineation
On October 13, 2005, CWS's Richard Darling, CE and Ron Johnson, WPIT delineated and
classified on-site jurisdictional waters of the U.S. using the U.S. Anny Corps of Engineers
1 United States Department of Agriculture, 1980. Soil Survey of Union County, North Carolina.
z NRCS Hydric Soils of North Carolina, December 15, 1995.
CHARLOTTE • COLUMBIA • RALEIGH
! i?lf
20000830
WWW.CWS-INC.NET
May 15, 2006
Ms. Amanda Jones
Page 2 of 5
(USAGE) - Routine On-Site Determination Method. This method is defined in the 1987 Corps of
Engineers Wetlands Delineation Manual.3 There are two jurisdictional wetland areas located
within the project area. Routine On-Site Data Forms representative of Wetlands AA and BB as
well as non jurisdictional upland areas are enclosed (DP1 and DP2). Jurisdictional waters of the
U.S. were classified according to recent North Carolina Division of Water Quality (NCDWQ)4 and
USACE guidance. NCDWQ Stream Classification Forms and USACE Stream Quality Assessment
Worksheets representative of Streams A - E are enclosed (SCP 1- SCP3). On March 28, 2006, Mr.
Alan Johnson with NCDWQ's Mooresville Regional Office confirmed the "unimportant"
classification of on-site channels. The majority of these channels have been heavily impacted by
farming operations in the past and lack buffers.
The results of the on-site field investigation indicate that there are four jurisdictional stream
channels (Streams A - E) located within the project area (Figure 1, enclosed). On-Site
jurisdictional waters of the U.S. include South Fork Crooked Creek and unnamed tributaries to
South Fork Crooked Creek. South Fork Crooked Creek is in the Yadkin River basin
(14U# 03040105)5 and is classified as "Class C" by the NCDWQ.
Stream A (South Fork Crooked Creek) and approximately 1,101 feet of Stream B were evaluated
to be perennial (Figure 1, enclosed). These channels exhibited average ordinary high water
widths of 10-15 feet (Stream A) and 3 feet (Stream B) and displayed significant aquatic life,
perennial flow, and diverse stream substrates. NCDWQ Stream Classification scores ranged
from 34.5 to 43.5, indicating perennial status. USACE Stream Quality Assessment scores ranged
from a low of 40, potentially due to a lack of riparian zones and adjacent wetlands, to a high of
49 due to more natural bank conditions (SCP1 - SCP2). There are approximately 5,569 linear
feet of Perennial stream channels within the property boundaries. A photograph of Perennial
Stream A is enclosed as Photograph A.
Streams C, D, E and approximately 1,394 linear feet of Stream B were evaluated to be
Unimportant Intermittent (Figure 1, enclosed). These channels exhibited average ordinary high
water widths of 2-3 feet, little to no aquatic life, flow, and homogenous stream substrates. The
NCDWQ Stream Classification score for these channels was 18.5, indicating intermittent status.
The USACE Stream Quality Assessment score for these channels was 24 potentially due to low
presence of flow and lack of adjacent floodplains and wetlands (SCP3). There are approximately
4,094 linear feet of Unimportant Intermittent stream channels within the property boundaries.
Wetlands AA and BB are linear wetlands and are 0.08 and 0.02 acre in size, respectively
(Figure 1, enclosed). These linear wetland areas are hydrologically connected to Perennial
Stream A. These areas exhibited similar characteristics and are represented by one data point.
Dominant vegetation includes willow oak (Quercus phellos), sweetgum
(Liquidamhar styraciflua), green arrow arum (Peltandra virginica), alligatorweed
(Alternanthera philoxeroides), lizard's tail (Saururus cernuus), and silky dogwood
(Corpus amomum). These areas exhibited low chroma soils (2.5Y 5/2), mottles (IOYR 4/6), and
saturation within the upper 12 inches of the soil profile. A Routine On-Site Determination Form
representative of these areas is enclosed (DPI). A photograph of Wetland is enclosed as
Photograph B. A Routine On-Site Determination Form representative of on-site, non-
jurisdictional upland areas has been included (DP2).
3 Environmental Laboratory. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Watenvays Experiment Station, Vicksburg, Mississippi.
a North Carolina Division of Water Quality, 1999. Stream Classification Method. Version 2.0.
5 "HU#" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.
May 15, 2006
Ms. Amanda Jones
Page 3 of 5
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on March 15, 2006 to
determine the presence of any areas of architectural, historic, of archaeological significance that
would be affected by the project. In a response letter, dated April 21, 2006 (enclosed), SHPO
determined that based on the topographic and hydrologic conditions that exist within the project
area that "there is a very high probability that archaeological sites exist in the project area."
SHPO recommends that a comprehensive archaeological survey of the site be conducted prior to
any construction activities.
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) on
March 15, 2006 to determine the presence of any federally-listed, candidate endangered,
threatened species or critical habitat located within the project area. In a response letter, dated
March 20, 2006 (enclosed), the NCNHP stated that the "State significant Crooked Creek Aquatic
Habitat flows along the northern boundary of the tract." Two State Endangered and Federal
Species of Concern have been identified in Crooked Creek approximately 1.5 miles upstream
from the project site. These species include the Savannah lilliput (Toxolasma pullus) and the
Carolina creekshell (Villosa vaughaniana). No construction activities are proposed within or
proximity to Crooked Creek. An approximate 20 acre buffer (greenway) will be preserved
between the proposed project area and Crooked Creek, additionally proper sediment and erosion
control measures will be used in order to prevent impacts to the downstream aquatic habitat.
Purpose and Need for the Project
The purpose of this project is to develop approximately 142 acres of property into a residential
subdivision containing approximately 258 lots. This project will provide single-family housing
to an area of Union County that is experiencing significant population growth. Impacts to on-site
jurisdictional waters are necessary to construct roadway access and provide residential lots.
Avoidance and Minimization
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. Impacts to on-site unimportant intermittent stream channels have been reduced to
0.10 acre and no impacts to jurisdictional wetland areas are proposed. Proper sediment and
erosion control measures will be used to minimize disturbances to downstream waters. The
proposed site plan is proposing the preservation of approximately 17.46 acres of riparian buffer
along 4,468 linear feet of stream channel.
Alternatives Analysis
In an effort to avoid and minimize impacts to jurisdictional areas, an alternatives analysis was
conducted to determine the least damaging site plan for the project while still achieving the
project's goals. Alternative A for this site would have impacted approximately 1,115 linear feet
(0.06 acre) of unimportant intermittent stream channel and 203 linear feet (0.02 acre) of perennial
stream channel. Avoidance of jurisdictional features included 2,784 linear feet of unimportant
intermittent stream channel and 898 linear feet of perennial stream channel. Alternative A was not
feasible due to the loss of four lots and the inability to relocate a portion of Unimportant
Intermittent Stream D because of the proposed construction of a stone wall, and utility lines along
the future Unionville-Indian Trail Road relocation.
May 15, 2006
Ms. Amanda Jones
Page 4 of 5
The Alternative B site plan would have impacted approximately 1,020 linear feet (0.06 acre) of
unimportant intermittent stream channel and 203 linear feet (0.02 acre) of perennial stream channel.
Avoidance of jurisdictional features included 2,834 linear feet of unimportant intermittent stream
channel and 898 linear feet of perennial stream channel. Alternative B was not feasible due to the
loss of six lots and the inability to relocate portions of Unimportant Intermittent Streams B and D.
Proposed Impacts to Jurisdictional Waters
Unavoidable impacts to Perennial Stream B total approximately 203 linear feet (0.02 acre).
Proposed impacts are the result of culvert construction and associated rip rap. Unavoidable impacts
to Unimportant Intermittent Stream B will total approximately 795 linear feet (0.03 acre). Proposed
impacts are a result of 795 linear feet of new pipe placement. Unavoidable nnpacts to Unimportant
Intermittent Stream C will total approximately 720 linear feet (0.03 acre) and are a result of new
pipe placement. Unavoidable impacts to Unimportant Intermittent Stream D total approximately
1,360 linear feet (0.06). Approximately 965 linear feet of these impacts are a result of new pipe
placement and the remaining 395 linear feet are the result of the construction of a sediment basin
and associated grading activities. This sediment basin is approximately 1 acre in size and will be
converted to a pond once construction activities are completed. Total impacts to on-site
unimportant intermittent stream channels are approximately 0.12 acre (Figure 2, enclosed). On
behalf of The Mathisen Company, CWS is submitting a Pre-Construction Notification
Application with attachments in accordance with Nationwide Permit General Condition No. 13,
and pursuant to Nationwide Permit No. 39 and Water Quality Certification No. 3402 (enclosed).
Storm Water Management
Total project impervious area calculations are less than 30% for each proposed lot type.
Therefore, a storm water management plan is not being designed for this development. Please
see Table 1. for a summary of each lot as well as the proposed amenity center. Storm water
management will meet the current requirements for developments in Union County.
Table 1. Summary of lot tvpe and impervious coverage.
Development
Building s ft) Driveway Sidewalk Average Lot

- Percent
Category ' (sgft) (sgft) Size (sgft) Impervious
Type A 1,750 700 120 14,000 18%
Type B 1,410 600 105 10,500 20%
Type C 1,110 500 90 7,000 24%
Amenity 11,500* 160,000 7%
Center
*Include 5,000 sqft. of parking lot, 2,000 sgft. pool, 3,000 sqft. deck.
Compensatory Mitigation
A proposed compensatory mitigation plan was developed to further minimize the impacts to
aquatic resources. The current mitigation plan proposes approximately 17.46 acres of riparian
buffer preservation located adjacent to Perennial Stream A (South Fork Crooked Creek) and
includes Wetlands AA and BB. Approximately 4,468 linear feet of perennial stream channel and
0.10 acre of wetlands will be preserved (Figure 2, enclosed).
May 15, 2006
Ms. Amanda Jones
Page 5 of 5
Please do not hesitate to contact us at 704-527-1177 should you have any questions or comments
regarding these findings.
,
regg Cc . ntemann, PWS
Principal Biologist
A 7
Ma L. Jenkins WPIT
Staff Biologist Il
Enclosures: USGS 7.5' Bakers, NC Topographic Quadrangle
NRCS Union County Soil Survey
Figure 1. Wetland Boundary Survey
Figure 2. Proposed Impacts
Pre-Construction Notification Pursuant to a Nationwide Permit No. 39
Agent Certification of Authorization Form
DWQ Stream Classification Forms (SCPI - SCP4)
USACE Stream Quality Assessment Worksheets (SCPI - SCP4)
USACE Routine Wetland Detennination Data Forms (DPI and DP2)
Agency Correspondence
Representative Photographs (Photographs A - D)
cc: Ms. Cyndi Karoly, NCDWQ
Mr. Alan Johnson, NCDWQ, Mooresville Regional Office
Mr. Chris Mathisen, The Mathisen Company
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Approximate Scale P = 2000'
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DETERMINED AND
CLASSIFIED BY CAROLINA WETLAND SERVICES, INC. (CWS) ON OCTOBER 13, 2005.
JURISDICTIONAL WETLAND AREAS WERE SURVEYED USING A SUB-METER GPS UNIT.
JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
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LEGEND
JURISDICTIONAL STREAM CHANNEL
NON-JURISDICTIONAL CHANNEL
®
JURISDICTIONAL WETLAND AREA

PROPERTY BOUNDARY
• DPI WETLAND DATA POINT
• SCPI STREAM CLASSIFICATION POINT
-? PHOTO LOCATION AND DIRECTION
APPROXIMATE SCALE: I"= 300'

i

i

f ??V
\ A\

Carolina Wetland Services
Cws 550 East Westinghouse Blvd.
S c.s. w.r s.....
Charlotte, North Carolina 28273
REFERENCE: SITE PLAN AND SURVEY PROVIDED BY FRONTIER LAND SURVEYING,
DATFD MARC]I. 2006 -
Figure 1. Wetland Boundary Survey
Glendalough Subdivision
Indian Trail, North Carolina
CWS Project No. 2006-1329
PRLPARLD BY DATE CIIECKED DATE
/YLS 3-,27-06 1 (p e;4 -;? - z 7 .o6
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DETERMINED AND
CLASSIFIED BY CAROLINA WETLAND SERVICES, INC. (CWS) ON OCTOBER 13, 2005.
JURISDICTIONAL WETLAND AREAS WERE SURVEYED USING A SUB-METER GPS UNIT.
JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
J

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LEGEND
IMPACTED STREAM CHANNEL
NON-JURISDICTIONAL CHANNEL
..? AVOIDED JURISDICTIONAL STREAM
® JURISDICTIONAL WETLAND AREA

PROPOSED BUFFER PRESERVATION
PROPOSED SEDIMENT BASIN
Q PROPERTY BOUNDARY
APPROXIMATE SCALE: I" = 300'
?((t?e enn p S
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Carolina Wetland Services
I ) (??S 550 East Westinghouse Blvd.
Charlotte, North Carolina 28273
REFERENCE: SITE PLAN AND SURVEY PROVIDED BY FRONTIER LAND SURVEYING,
DATFD MARCI l 2006
Figure 2. Proposed Impacts
Glendalough Subdivision
Indian Trail, North Carolina
CWS Pro'ect No. 2006-1329
PREPARED BY

AIL
I
DATE
3-.27-06
CHECKED DATE

+ L,
Office Use Only: Form Version April 2001
IJSACE Action IUD No. DWQ No. 2 0 0 6 0 8 3 0
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 and Water Quality Certification No. 3402
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: ?
11. Applicant Information
1. Owner/Applicant Information
Name: The Mathisen Company. Contact: Mr. Chris Mathisen
Mailing Address: 6208 Creft Circle. Suite 230
Indian Trail, North Carolina 28079
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
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
Company Affiliation: Carolina Wetland Services. Inc.
Mailing Address: 550 East Westinghouse Blvd.
Charlotte. NC 28273
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: greag cr cws-inc.net
Pa+ae I of 7
III. Project Information
1. Name of project: Glendalough Subdivision
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PINT): 08300026
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 downtown Charlotte. travel
south on US 74 toward NC-27. After approximately 16 miles turn left onto Sardis Church
Road. Sardis Church Road becomes Unionville Indian Trail Road continue to follow for
approximately 3 miles. Turn sharp right onto Poplin road for'/z mile to site.
5. Site coordinates, if available (UTM or Lat/Long): N 35°4'37" W 80°34'42"
(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 agricultural with adjacent residential and wooded
areas.
7. Property size (acres): 142
8. Nearest body of water (stream/riv;,r/sound/ocean/lake): South Fork Crooked Creek
9. River Basin: Yadkin River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: The purpose of this project is to develop
approximately 142 acres of property into a residential subdivision containing approximately
256 lots. This project will provide single-family housing to an area of Union Countv that is
experiencing significant population growth. Impacts to on-site jurisdictional waters are
necessarv to construct roadway access and provide residential lots.
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
mainly agricultural with adjacent residential areas.
Page 2 of 7
IV. Prior Project History
This project has no torior history.
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* Area of Impact
(acres) 100-year *
Floodplain Nearest Stream Type of Wetland***
(indicate on map)
(yes/no) (linear feet)
N/A
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
*'k 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.-ov.
**'? 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: N/A
Total area of wetland impact proposed: N/A
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 map) (linear feet) Before Impact (please specify)

Stream B Culvert Placement 203 If UT to South Fork 3_4' Perennial
Crooked Creek

Stream B
Pipe Placement 795 if UT to South Fork
2 Unimportant
(0,03 acre) Crooked Creek Intermittent

Stream C
Pipe Placement 720 if UT to South Fork
2' Unimportant
(0.03 acre) Crooked Creek Intermittent
Stream D Pipe Placement 965 if UT to South Fork 2' Unimportant
(0.04 acre) Crooked Creek Intermittent
Stream D Damming 395 if UT to South Fork Unimportant
(0.02 acre) Crooked 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, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
e* 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
Page 3 of 7
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tepozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:2.988 linear feet (0.14 acre)
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) ) Wate Type of Waterbody
(lake, pond, estuary, sound,
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.): dam/embankment and excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): sediment basin during construction activities. will be
converted to an aesthetic pond after completion of construction.
Size of watershed draining to pond: approximately 22 acres
Expected pond surface area: approximately 1 acre
VII. Impact Justification (Avoidance and Minimization)
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. Impacts to on-site unimportant intermittent stream channels have been reduced
to 0.10 acre and no impacts to jurisdictional wetland areas are proposed Proper sediment
and erosion control measures will be used to minimize disturbances to downstream waters.
The proposed site plan is proposing the preservation of approximately 17.46 acres of riparian
buffer along 4.468 linear feet of stream channel.
VIII. Mitigation
A_proposed compensatory mitigation plan was developed to further minimize the impacts to
aquatic resources. The current mitigation plan proposes approximately 17.46 acres of
riparian buffer preservation located adjacent to Perennial Stream A (South Fork Crooked
Pate 4 of
Creek) and includes Wetlands AA and BB. Approximately 4.468 linear feet of perennial
stream channel and 0.10 acre of wetlands will be preserved (Fisure I. enclosed).
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 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htin. 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 (919) 733-083 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.
Page of 7
`??tiill the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify: )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers. N/A
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
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.
Total proiect impervious area calculations are less than 30% for each proposed lot tvpe.
Therefore. a storm water management plan is not being designed for this development. Please
see Table 1. for a summarv of each lot as well as the proposed amenity center. Storm water
management will meet the current requirements for developments in Union County.
X11. 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.
N/A
X111. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15 A NCAC 2H .0500) or any Buffer Rules?
Yes ? No Z
Pace 6 of

Is this an after-the-fact permit application?
Yes ? NO
XW. 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.
Ppplicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Pate 7 of
03/30/20061.7.;2S.. 7048821195
i
THE MATHISEN COMPANY
ACXNT CERTIFICATION OF AUTRORIZATION
PAGE 02
I, Chris Mathisen, representing The Mathesia Company, hereby certify that I have
authorized Gregory C. A,ntemann of Carolina Wetland. Services, Inc. to act on my behalf
and take all actions necessary to the processing, issuance, and acceptance of this
Nationwide Permit and any and all standard and special conditions attached.
We hereby certify that the above information submitted in this application is true and
accurate to the best of our knowledge.
Applicant's signature
Agent's signature
Q Q 3? 2 21
• o G ----
` Date Date
Completion of this form will allow the agent to sign all future applications correspondence.
North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 10/13/2005 Project. 142-Acre Poplin Road Site Latitude: N 35° 4' 37"
Evatuatar_ RBD and RGJ Site: SCP1 Longitude: W 80° 34' 42"
Total Points: Other Perennial Stream A
Stream is at feast irita Vftent ^ n County:
I 19orr ererriatitZM 43.5'fl Union e.g. QuadNarre:
A. Geomorphology (Subtotal = 23.5 i Absent ! - Weak Moderate Strong
1a. Continuous bed and bank 3,0 0 ( 1 2 3
1 2. Sinuosity 2.0j 0 1 2 3
3. [n -channel structure: riffle -pool sequence 2.01 0 + 1 2 3
4. Snit texture or stream substrate sorting 2A 0 1 2 3
5. Activelrelic floodplain 2.01 0 1 2 3
6. Depositional bars or benches 3.0' 0 1 2 3
7. Braided channel 1A 0 1 2 3
3. Recent alluvial deposits 2.0 0 1 2 3
1 9' Natural levees 0,0$ 0 1 1 2 1 3
10.l•lead=ts 2A .0 1 1 1 2 3
11. Grade controls 0.01 0 I a5 1 1 1 1.5
12 Natural valley or drainageway 1.51 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or MRCS map or other documented
evidence. i
€
3.0
No = 0
Yes= 3
titan-made ditches are not rated: see dLscussic ns in manual
R Pvrfrn1nnf r` oil rt. l= 9.5 I
14_ Groundrraterfla discharge 3.01 0 1 2 ! 3
t 15_ ?later in channel arld - 48 hrs since rain, or
Vater in drarnel - dry, or rotain season
2.0`
0 ?
1 1 i
2
3
16. LeafEitter 1.5 1 1 1 0.5 1 0
! 17_ Sediment on piarrts or debris 0.5
0
; 0.5 !
1
1 1.5
18. Organic debm ;fines cr pies CAlrack lines) 1.0 0 ! 0.5 1 j 1.5
1 19_ Hyd€ic soils fredoximcrphic features) present? 1.5= No = 0 1 Yes= 1.5
-C_ Rioloriv (Suhteital = 10.50 1
i 20"_ Fibrous roots In channel 3.03 3 2 1 0
21'_ Rooted giants en channel 3,01 3 1 2 1 1 0
$ 22 Crayfish 1.01 0 0.5 j 1 1.5
i 23. Bivalves 0.0 0 1 2 3
24. Fish 1.0' 0 j 0.5 1 1.5
25- Amphibians 0.51 0 0.5 1 1.5
1 26_ s1ac ubentttos (note versut•y and abundance) 1,Q; 0 0.5 1 1.5
27_ Filamentous atae; periphyton 1.0 0 1 1 2 1 3
} 28. Iron oxidizing bacteriagungus. 0.0 0 ! 0.5 1 1.5
29'.',P:fedand plants strearnbed 0.001 FAC = 0.5; FAC%N = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
" ferns 20 and 21 focus on the presence of upland plants. [terry 29 Buses on the presence of aquatic or wetland plants.
Sketch:
Nctes: (use back side of this form fcr adcUjonal notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 10/13/2005 Project: 142-Acre Poplin Road Site Latitude: N 35° 4' 37"
Evaluator- RBD and RGJ Site: SCP2 Longitude: W80-3414211
'total Points: Other Perennial Stream B
Sbeam is at ,!a& eeimt?--rt 340 •- County:
?> 18 cr perernial if _ 30 v Union e.g. Quad Name:
A. Geomorphology (Subtotal = 13.5 l ! absent Weak Moderate Strong
1a. Conthucus bed and dank 2A 0 1 2 3
2. Senucsitfiy 1.0, 0 1 2 3
3. In-channel structure: riffle-pact sequence Id 0 ' 1 ? 2 ? 3
4. Scil texture or stream substrate sorting 1.Q 0 1 2 3
5. tae,°reiicflo lain 2A 0 l 1 2 3
5_ Ge idortal bass or benches 1A 0 I 1 2 3
7. &aided channel 0,01 0 ? 1 2 3
8. Recent alluvial deposits 1.01 0 ? 1 ? 2 3
9 a Dfatural gees 0.0! 0 1 2 3
'10- Feadcu s 1,0 0 1 j 2 3
11. Grade cantrets 1.51 0 9 0.5 1 1.5
12 rural vabey cr drainage y 1A 0 0.5 1 1.5
1 13. Send or greater order channel an existing
USGS or NRCS map or other documented
eaidenc a.

0.0,
, do = a F
?
t
Yes= 3
NUn,,=ade did tes are not rated: see discussions in rnarLt
B_ H< lo€ t ( Stubtctal = 8.0 1
14_ €yrour.^ rater flov4diischarge 2.0 0 ! 1 2 j 3
i 15_ ,Maier in charnel and - 48 hrs since rain, or
I u.A-ter In chacerrel - dry or growing seascrt
1 0"
0
# 1
2
i
3
i 1n_ Liter 1,51 1.5 1 ! 0.5 0
I 17_ S-edimentt an pmts ar debris 1.0 0 0.5 1 f 1.5
11, 3. Ccganic deb ins lines cr pUes back lures) 1.01 0 OS 1 1 1.5
19H, idricscils (redcxisncrphicfeatures) present? 1,5 No= 0 ( Yes = 1.5
BbIb ., iSubto> al = 13.00 1
23"' _ F-hrous roots in channel I 3 2 1 t 0
( 21°_ Roctj--d pants in channel 3,C 3 2 i 1 0
22 Crayfish 1.0 0 0.5 1 1.5
21 Emalves 0.0 0 j 1 ! 2 3
24_ Fmsh 1,6 0 1 0.5 j 1 j 1.5
5. Aini phib ns 1.0 0 j 0.5 1 1.5
=5_ t"> rrcbent has (note &.Fersity and abundance) 1,0 0 0.5 1 1.5
f 27_ Rhmentnus aC?ae; per, ph ton 3.0 0 !. 1 2 3
{ =3. ::seas c xidizing bacl-erias:ungus. 0A 0 1 0.5 f 1 1.5
29 °_ da nd plants in streambed 0.00; F4G = 0.54 FAGIN = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
- Tenns iU and 21, fccus on the presence of Lpland plaints, ttetn 1-9 fuses en the presence of aquatic or vvetland plants.
Sketch:
Gtctes- fuse bsd¢ ode oii this farm for additional actes_)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 10/13/2005 Project: 142-Acre Poplin Road Site Latitude: N 35° 4' 37"
Esraluator: RDD and RGJ Site: SCP3 Longitude: dV 80° 34' 42"
Total Points: Other Unimportant Intermittent
S2-eam is at feast iet6errnitant ;, County: e.g. Quad Narrze: Stream D
,f? 19 or erenmalW!- 30 = =) Union
A. Geomorphology (subtotal = 8.5__) Absent )bleak Moderate Strong
13. Continucus twat and bank 2.131 0 1 1 2 3
2 Sinuosity 1A 0 1 1 2 3
3. In-channel strLcture: riffle-pool sequence 1.0, 0 1 2 3
4. Sail texture or stream substrate sorting 1.0, 0 1 1 2 3
5. Activetrefic ffoodplain 2.01 0 1 1 2 3
6- Depasiticnal tzars or benches 0.0( 0 1 1 2 3
7. aaided channel 0A 0 1 2 3
8. Recent aZuvial deposits 0.01 0 1 2 3
9a 61,Patuural levees 0.011 0 1 ( 2 3
10. E eadcuts ull 0 1 2 3
11_ Grade c antccls 0.0? 0 1 a5 1 1.5
12 Natural valley or drainageway 0.51 0 a5 1 1.5
f 13_ Seccrtd or greater girder channel on existing
trLSGS or VNIRCS neap or other documented
evderce.
?
O B
No = 0
?
Yes= 3
hTan- made ditches are not rated. see dLscussicns in manual
B. H drelacri f-qub?ctal = 4.0 1
14_ Groundwater tTcvJdiscbarge 1.C 0 ? 1 i 2 3
15_ skater in cfrannei and > 48 hrs since rain, or
t ater rn channel - drr cr ro=&-irr season
1.C' 0 2 3
16. iLeatlr 1.53 1.5 1 1 ( 0.5 0
IT Sediment on plants or debris 0.51 0 i 0.5 1 ? 1.5
18_ E:rga ^ic de ns'ines or pies ,Wrack lines) 0.0 0
19. lHydric scis jredcximcr Pic features) present? O,C? No = 0 i Yes = 1.5
C_ e lc?mv tSubtctal = 6.00 1
2€1°_ Fibrous rods in cttastr<el 3,0; 3 1 2 1 0
21'?'. Rooted plants En channel 3.01 3 I 2 1 1 + 0
22- CCrayfah 0.01 0 ! 0.5 ( 1 1.5
23_ laralves 0,13 0 I 1 ! 2 3
24- Fish 0.13/ 0 0.5 1 1.5
25. Amphibians 0,0 . 0 ? 0.5 1 1.5
2e3_ Macmbenthcs (note d-rersityt and abundance) 0.05 0 0.5 1 1.5
27 - FRhmentous algae; per!phyton 0.0 0 1 1 2 3
1 28_ lrcn dieing 5acteriatfung€rs. 0.01 0 0.5 1 1 1.5
f 29 °_ T.Jbdand plants in strearnbed 0.00 FAC = 05; FACW = 0.75: GBL = 1.5 SAV = 2.0; Other = 0
" )ems Zit and =t fc =s on the presence of up and plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch-
Notes- (use'3ca sdp et this form fer addi:ionat notes.)
11

North Carolina Division of Water Quality -Stream Cdentification Form; Version 3.1
Hate: 10/13/2005 crop' 142-Acre Poplin Road Site Latitude: N 35° 4' 37"
Evaluator. RBD and RGJ Site. SCP4 Longitude: W 80° 34' 42"
Tataf Paints: Other Non-Jurisdictional
steam is at teast,ia5ermit-rat County:
"Pt 19 crpererniad12: 30 Union e.g. QuadjVame: Channel G
A_ GeartzorpYlalQ (Subtcta€ = 3.5 3 Absent ; Weak ? Moderate Strong;
l3_ Contirwums led and bank 1A 0 f 1 2 3
2 Sinucsity 1.0I 0 1 ( 2 3
3. €n chanr°sel structure: riffle-pool sequence 0A 0 1 1 2 3
4. Suit texture or strearn substrate sorting 0A 0 1 2 3
5_ Aztrselre€ic floodpla€n 1.01 0 1 2 3
A 13epcsit cnal bars or benches 0A 0 i 1 2 3
7. raided channel 0.0, 0 2 3
3. Recent aluvial deposits 0,0 0 2 3
9 a ztat aal k,-aees 0.01 0 1 I 2 3
ICL Headmts 0A 0 1 2 3
11_ Grade cwt c s 0.0 0 0.5 1 1.5
12 ?! ral valtey or drainageyrw 0.53 0 ? 0.5 1 1.5
13_ Second or greater order channel an existing
LSGS or NRCS wrap or comer documented
enfiderxe_

0.0
No = 0
Yes= 3
r to t-made cRahes are not rated: see dlsa=ssicns in rna€ uag
F_ lRp€? ~uEl - 1.0 t
V4 Grour.&;fir f av d:scharge 0.0, 0 1 l 2 3 1
15 ai r 2n channel and > 5 hm since rain, or
,Mater in charnel - dry or grarA season
OR 0

s 1

? 2 3 I?

t I
16_ Lealtr 1.C 1.5 € 1 0.5 0
17% Sediment an plants cr debris 0.0 0 0.5 1 1.5
T er_ ':".? rgarw c debris lines cr piles 4 e fractr litres) 0.0 0 0.5 1 1.5
T0. I ii. ddc sccs fredaxirnomftic features) present? 0.0 NO = 0 I Yes= 1.5
C R I'Mvr esuhtc,"n = 5.00 t
2kr'_ Filzrcus rcotss in channel 2.6 3 2 ! 1 0
1'_ RactEd tents in channel 3.0 3 2 I 1 ? 0
Cra"tish O.C< 0 0.5 1 I 1.5
2-3_ E;-<c;lves 0,0 0 1 j 2 3
=4_ Fish 0.0 0 0.5 f 1 1.5
25- Amphibians 0.0 0 0.5 1 1.5
=5_ Macmbendxs (note diversity and atundance) 0.6 0 0.5 E 1 1.5
27 FEamentsus a4ae; penphyton 0.0 0 j 1 j 2 3
=3_ Firm cx di<-ing bacterialfungus. O.C1 0 0.5 1 1.5
( =9 ?'_ ,Abtland plants ?n si reambed 0.001 FAC = 0.5, RALa f = 0.75: OEL = 1.5 SAV = 2.0; Other = 0
Notes: fuse back pde cf this form for additional notes.)
"1 ens 20 and 21 focus of the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Stretch:

OFFICE USE ONLY USACE AID# DWQ #
SCP1-Perennial Stream A
{ ST NI QUALITY ASSESSM ENT WORKSHEET
r,
1. Applicant's Name: The Mathisen Group 2. Evaluator's Name: Richard Darling and Ron Johnson
3. Date of Evaluation: 10-13-05 4. Time of Evaluation: 12:00 pm
5. Name of Stream: South Fork Crooked Creek 6. River Basin: Yadkin
7. Approximate Drainage Area: 14 sq. miles 8. Stream Order: Third
9. Length of Reach Evaluated: 2,000 if 10. County: Union
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown. Charlotte, travel south on US 74
toward NC-27. After approximately 16 miles turn left onto Sardis Church Road. Sardis Church Road becomes Unionville Indian
Trail Road, continue to follow for approximately 3 miles. Turn sharp right onto Poplin road for `/2 mile to site.
12. Site Coordinates (if known): N 35°4'37" W 80°34'42"
13. Proposed Channel Work (if any): N/A
14. Recent Weather Conditions: no rain within the past 48 hours
15. Site conditions at time of visit: sunnv 80 degrees
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YE NO If yes, estimate the water surface area: many ponds
18. Does channel appear on USGS quad map? YE NO 19. Does channel appear on USDA Soil Survey'? YE NO
20. Estimated Watershed Land Use: % Residential °'o Commercial _% Industrial 40 % Agricultural
60 % Forested _% Cleared / Logged % Other ( )
21, Bankfull Width: 10-15' 22. Bank Height (from bed to top of bank): 4-6'
23. Channel slope down center of stream: X Flat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 10°/U) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the strewn may be divided into smaller reaches that display more
continuity, and a separate fonn used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality
Total Score (from reverse): 49 Comments:
Evaluator's Signature '-? / - ?- Date This channel evaluation form is intnded to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States 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 does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05103. To Comment, please call 919-876-8441 x 26.
SC?31- Perennial Strewn

= ?R! ?
ARAC T 71LS
CH
SCOR
- Coastal Piedmont j Mountain
Presence of flow ' persistent pools in stream 0
5 0 4 0 - 4
' .` o t c:: cr sarzraticn = 0: suons flow- = max points) - - ?
Evidence of past human alteration
0-6
0
-5
0
-
4
text si: e alt-- -ation = 0: no alteration = mar points)
Riparian zone 0-6 0 -4 0 -5 2
ino b -- = 0: ZentiZLCas. Wide buffer= max points)
Evidence of nutrient or chemical discharges 0
5 0 4 0 -4 2
(e.T:c :ti e disciiars?,,s = 0: no disc :asses = Max points) +- - -
- Groundwater discharge
0-2
0
-4
0
-(
2
- no uichar,e = 0: springs, seeps. wetlands-, etc. = max points)
Presence of adjacent floodplain
` 6
r ' (no E70cclulain = 0: extensive floodplain = max points) 0-4 0 -4 0 -2 2
7
Entrenchment floodplain access
0
5
0
-4
0
-2
2
(0ee01y ---trenched = 0: frequent flooding = max points) -
_ Presence of adjacent wetlands
0-6
0
-4
0
-
1
(n 0: large adjacent wetlands = max paints)

y Channel sinuosity
0-5
0'
- }
0
-
3
(extens. ? e cHanneliza-den = 0: natural meander= max points) _

10 ! Sediment input
0-5
0
-4
0
-4
1
(extensive deposiron= 0: tittle or no sediment = max points)
i ! Size S diversity of channel bed substrate _ } 0 -5 2
f
(fine. homoJenous = 0: large. diverse sizes = max points) I
Evidence of channel incision or widening
0
5
0
- 4
0
S
1
?- - ice?_ h- ?.ci`:d = 0: stable bed .i. bards = max points) -
Presence of major bank failures
0-5 1
0
-5
0
-5
2
- --c Sion = 0: no eresion. stable banks = max points)
`

:
I t Root depth and density on banks
?
0
3
0
-4
0
-5
2
- ("no risible roots = 0: dense roots throughout = max points) -

15 Impact by agriculture or livestock production
0
0
4
0
5
2
G (substantial impact =0: no evidence = max points) -5 - -

16 Presence of riffle-pooUripple-pool complexes
0-3
0-5
0
-6
2

I
(no rifflesacples or pools = 0: well -developed= max points) _
_ Habitat complexity-
1
0-6
0
-6
0
-6
5
_itt.e or na ..abimi = 0: 57iz.cu'ent. vaned habitats = max points)
M
Canopy coverage over streambed

0
5

0

5

0

5

2
i ' 3 ' continuous canopy = max points) ?
no - -dm_ 1e_etaucn 0: - - -

l Substrate embeddedness
B
0
4
0
4
1
9 (deepiy embedded = 0: loose st?ttcture = max) NA - -
f Presence of stream invertebrates
?0 i
(no evidence = 0: common- numerous types = max points) 0-4 0 -5 0 -5 2
Presence of amphibians 0-4 0 -4 0 -4 2
... ; no e': i.ene = 0: common. numerous r-'p. = max Dints)
:.
__ Presence of fish
- (
0-4 1
0
-4
0
-4
1
_ = C: common. aumereus rvnes = max points)
- Evidence of wildlife use 0-6 0 -5 0 -5 2
-- (moo e•.:aezcc = 0: abundant -, ider= = max points)
Total Points Possible 100 100 100
TO? -L SCORE (also enter on first page) 49
._,? . S a:- not a.sz.....ed in coa st l Strear:?.
M
OFFICE USE ONLY: USACE AID#
SCP2 - Perennial Stream B
DWQ#.
+? ? _ _?A .. ? '. STREAM QUALITY ASSESSMENT WORKSHEET

1. Applicant's Name: The Mathisen Group 2. Evaluator's Name: Richard Darling, and Ron Johnson
).Date of Evaluation: 10-13-05 4. Time of Evaluation: 1:00 rm
5. Name of Stream: UT to South Fork Crooked Creek 6. River Basin: Yadkin
7. Approximate Drainage Area: 116 acres 8. Stream Order: Second
9. Length of Reach Evaluated: 1,000 if 10. County: Union
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on US 74
toward NC-27. After approximately 16 miles turn left onto Sardis Church Road. Sardis Church Road becomes Unionville Indian
Trail Road. continue to follow for approximately 3 miles. Turn sharp right onto Poplin road for 1/2 mile to site.
12. Site Coordinates (if known): N 35°4'37" W 80°34'42"
13. Proposed Channel Work (if any): N/A
14. Recent Weather Conditions: no rain within the past 48 hours
15. Site conditions at time of visit: sunny 80 decrees
16. Identify any special waterway. classifications known: -Section 10 Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive, Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18 Does channel appear on.USGS quad map? YE NO 19: Does channel appear on USDA Soil Survey? YE NO
20. Estimated Watershed Land Use: _% Residential % Commercial °,% Industrial 40 % Agricultural
60 % Forested % Cleared / Logged 0//0 Other
21. Bankfull Wi
22. Bank Height (from bed to top of bank): 2'
23. Channel slope down center of stream: X Flat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: X Straight -Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality
Total Score (from reverse): 40 Comments:
i.' '
Evaluator's Signature / , ---- Date t? `; i ! t
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 the United States 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 does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.

SCP2 - Perennial Stream B
' ECOREGIO POIN T RANGE
S SCORE
C ILARA CI S iC
Coastal Piedmont :?Iountain
Presence of flow' persistent pools in stream 0
5 , 0 -4 0 _5 I 2
4.^.C '?':s: it IICn = Q: soon°_ hO?v = max DO1nG) -
Evidence of past human alteration t 0-6 ? 0 -5 0 -5 1
-
i ax-.:: _ r, c W;n-aricn = 0. no alteration = max points)
Riparian zone
tnc b w er= 0: con imicus, ;Vide buffer= max points)
Evidence of nutrient or chemical discharges ? 0-5 0 -4 0 -4 1
iexwnsiv: discharges = 0: no discharges = max points)
Groundwater discharge I 0-3 0 -4 0 -4 2
!' . (no disc: ar_e = 0: springs. seeps. wetlands. etc_ = max points)
Presence of adjacent IIoodplain
0-4
0
-4
0
-2
3
f _
uC ucv%pla:a - Q, e .tenJii e fiCGdDlatlt -max points)
Entrenchment: floodplain access 0
5 0 -4 0 -2 3
- + eel'. en ;e new = 0" frequent hooding = max points) -
Presence of adjacent «etlands
0-6
0
-4
0
-2
0
(n, : et"ands = 0: lame adjacent wetlands = max points)
Channel sinuosity
0 -
0
- +
0
- 3
2
( exten=sive channe zation = 0: natural meander = max points)-
Sediment input
10
0-5
0
-4
0
- 1
2
(extensive deposiron= 0: little or no sediment= max points)
1 Size & diversir of channel bed substrate ti 0 -4 0 -5 2
=02enou = 0:1ar c. 4 _e sizes = max points)
`
Evidence of channel incision or widening 5 I
0 0 -4 0 -5 3
dc-=iy incised = 0: stable bed & banks = max points) -
_ Presence of major bank failures 0, 6 0 -5 0 -5
3
j I (severe erosion = 0: no erosion. Stable banks = max points)
7
-
Root depth and density on banks
14

0 -'

0

- 4

0

>
-

2
t I (no visible roots = 0: dense roots throughout = max points)
Impact by agriculture or livestock production 0 0 4 0 -5 0
(substantial impact =0: no evidence = max paints) - -
i o Presence of riffle-pooUripple-pool complexes 0- 0 0 -6 2
(no riffle- riucles or roofs = 0: well-developed = max points)
_ _ Habitat complexity I 0-6 f 0 -6 0 -6 2
- ( linle or no habitat = 0: it eeuent_ varied habitats = max points)
Canopy coverage over streambed
0-
0
5
0
-5
0
(no shading vegetation = 0: continuous canopy = max points)
y
s Substrate embeddedness
19
N,A`
0
-4
0
-4
2
(deeply embedded = 0: loose structure = max)
Presence of stream invertebrates
?0
0-4
0
-
0
5 2
no evidzmz_- - 0: cammcn. numerous types =max points)
Presence of amphibians 0-4 0 -4 I 0 -4 2
_ zo dence - 0: common" numerous nes = max points)
;.. ?, Presence of fish 0-4 0 -4 0 -4 2

,,,, --
u.e; iCe. ce - tJ:: cmmcn. numerous riles = max points)

' Evidence of wildlife use
0-6
0
-5
0
-
2
` +no e . nce = 0: abund.int evidence = max points)
??
Total Points Possible 100 ( 100 100
TOTAL SCORE (alvo enter on first page} ` 40

eye chamozerist es are nct ssessed in coastal streams.
OFFICE USE ONLY
i : -y]
USACE AID#
DWQ#
SCP3 - Unimportant Intermittent Stream D
STREAM QUALITY ASSESSMENT WORKSHEET , '?...
?. f
1. Applicant's Name: The Mathisen Group 2. Evaluator's Name: Richard Darline and Ron Johnson
3. Date of Evaluation: 10-13-05 4. Time of Evaluation: 2:00
5. Name of Stream: UT to South Fork Crooked Creek 6. River Basin: Yadkin
7. Approximate Drainage Area: 22 acres 8. Stream Order: First
9. Length of Reach Evaluated: 1.500 if 10. County: Union
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on US 74
toward NC-27. After avvroximately 16 miles turn left onto Sardis Church Road. Sardis Church Road becomes Unionville Indian
Trail Road. continue to follow for anvroximately 3 miles. Turn sham rieht onto Ponlin road for %2 mile to site
12. Site Coordinates (if known): N 35°4'37" W 80°34'42"
13. Proposed Channel Work (if any): N/A
14. Recent Weather Conditions: no rain within the vast 48 hours
15. Site conditions at time of visit: sunny 80 deerees
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map'? YES ?O 19. Does channel appear on USDA Soil Survey? YES i O
20. Estimated Watershed Land Use: ° o Residential % Commercial ° o Industrial 100 % Agricultural
21. Bankfull Width: 2'
_% Forested % Cleared / Logged % Other
22. Bank Height (from bed to top of bank): 1-2'
23. Channel slope down center of stream: Y Flat (0 to 2%) -Gentle (2 to 4%) -Moderate ('4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Y Straight -Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 24 Comments:
Evaluator's 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 the United States 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 does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05103. To Comment, please call 919-876-8441 x 26.

STS. QUALITY ASSESSINIENT WORKSHEET
SCP3 - Umi=ortant Intermittent Stream D
ECOREGION POINT RANGE
SST
?kC SCORE
Coastal j Piedmont Mountain
Presence of flow.'persistent pools in stream I
0-5
0-4
0-5
1
(nc
0 .z crsa=razica = 0: st on2 soy, = max points)
?
Evidence of past human alteration 0-6 0- 0- 5 1
( x ei:: alteration = 0: no alteration = max points)
Riparian zone 0- 6 0- 4 0- 0
i:io et` :era= 0: contiguous. wide buffer= max points)
Evidence of nutrient or chemical discharges 0
5 0-4 0-4 1
i ??:ea l: e discs ;ages = 0: no discharges = max points) -
' Groundwater discharge 0-3 0-4 0-4 1
< Lar_? _ +J:.; r gS. szs, eriands, etc_ = max points)
Presence of adjacent floodplain
o 0 - 4 0 -4 0 - 2
(
e tiocdpIa n = max poin
- tel. LLL lry.lam = 0: - as LS)
Entrenchment floodplain access 0-5 0-4 I 0_ 3
- i d =iy enu enched = 0: frequent flooding = max points)
Presence of adjacent wetlands 0-6 0-4 0- 0
(no wetlands = 0: large adjacent wetlands = max points)
Channel sinuosity
9
-5
-4
0-3
2
t extensive charnelization = 0: natural meander = max points)
Sediment input
{
l'
0-5
0-4
0-4
1
(e.: W,isede^csrcn=0:littlearnosediment=maxpoints)
Size S diversity of channel bed substrate
ll
ti?
0-4
0-5
1
{
4cmegenous = 0: large, diverse Sizes = max points)
Evidence of channel incision or widening
0 5
0-4
0-5
2
- j j de°pIv incised = 0: stable bed & banks = max points)
- Presence of major bank failures
0-5
0-5
0-5
3
(severe erosion = 0: no erosion. Stable banks = max points)
f Root depth and density on banks I
11 0-3 0-4 0-5 2
I (no visible roots = 0: dense roots throughout = max points)
? _ Impact by
agriculture or livestock production
L

0-5

0-4

0-5

1
(substantial impact =0: ac, evidence = max points)
Presence of riffle-pooUripple-pool complexes
0
3
0-5
0-6
1
(no riffl es;ripples or pools = 0: well-developed = max points)
I -
Habitat complexity
17
0-6
0-6
0-6
1
i (little or no habitat = 0: frequent. varied habitats = max points)
} Canopy coverage over streambed
Is I
0-5
0 5
0-5
0
i (no shading vegetation = 0: continuous canopy- = max points)
Substrate embeddedness
19
NTA
0-4
0-4
1
t 4 deeply embedded = 0: loose strucnmre = max,1 I
Presence of stream invertebrates
??
0 - 4 I
0 - 5
0 - 5
0
-
i nc e1 ide ice - 0: coi^men, numerctis n .es = max points)
Presence of amphibians 0-4 -0-4 0-4 0
-t (no evidence = 0: common- numerous types = max points)
,, Presence of fish
--
0 - 4
0 - 4
0 - 4
0
(no evidence = 0 common, numerous t?-pes = max points)
M
Evidence of wildlife use
0-6
0-5
0-5
0
(lino evidence = 0: abundant e id:uce = .max points)
Total Points Possible 100 100 1 C0
I
TOTAL SCORE (also enter on first page) 24
lhese cha.a-cter:stics are not assessed in coastal Streams.
_..___ ..
1 .111
OFFICE USE ONLY.
SCP4 - Ephemeral Channel G
DWQ#
STREAM QUALITY ASSESSMENT WORXSEEET
1. Applicant's Name: The Mathisen Group 2. Evaluator's Name: Richard Darling and Ron Johnson
3. Date of Evaluation: 10-13-05 4. Time of Evaluation: 3:00 pm
5. Name of Stream: UT to South Fork Crooked Creek 6. River Basin: Yadkin
7. Approximate Drainage Area: 3 acres 8. Stream Order: First
9. Length of Reach Evaluated: 347 if 10. County: Union
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on US 74
toward NC-27. After approximately 16 miles turn left onto Sardis Church Road. Sardis Church Road becomes Unionville Indian
Trail Road, continue to follow for approximately 3 miles. Turn sham right onto Poplin road for 1/2 mile to site.
12. Site Coordinates (if known): N 35°4'37" W 80°34'42"
13. Proposed Channel Work (if any): N/A
14. Recent Weather Conditions: no rain within the past 48 hours
15. Site conditions at time of visit: sunny 80 degrees
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES t O 19. Does channel appear on USDA Soil Survey'? YES
20. Estimated Watershed Land Use: % Residential % Commercial °% Industrial 100 % Agricultural
21. Bankfull Width: 2'
USACE AID#
_% Forested % Cleared / Logged % Other ( )
22. Bank Height (from bed to top of bank): 1-2'
23. Channel slope down center of stream: X Flat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: X Straight -Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality
Total Score (from reverse): 22 Comments:
Evaluator's Signature Date ' Al 1,
This channel evaluation forin is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United- States 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 does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.
1
STREAM QUALITY ASSESS ylENT WORKSHEET
SCP4 - Dnflenleral Channel G
ECOREGION POIN T 'NG
_
TL S ICS
C zZ SCORE
-
A Coastal Piedmont Mountain
Presence of flow :'persistent pools in stream
-

5
0

{ 0-4

? 0-5

! 0
ino fc;w cr z---J accn = 0: strena flow = max points) -
Evidence of past human alteration 0-6 0 - 0 - 4
- t e--1nz si e alt.-. cation = 0: no alteration = max p_ oints)
Riparian zone ( 0- 6 0-4, 0- 0
(no buffer = 0: zonti-auct:s. wide butler = max points)
Evidence of nutrient or chemical discharges 0-5 0-4 0-4 1
f ex:ensii e C1.SC =r eS = 0: no discharges = max points)
' Groundwater discharDe
0 - 3
0 -
0 - I
0
r :10 ::., arze = 0: springs, seeps. ,vetiands, etc. = max points)
Presence of adjacent floodpiain
o
0-
0-
Q-2
2
(yo tloodplain = 0: extensive tloodplain = max points) -
Entrenchment! floodplain access 0-5 0-4
0-?
3
c _nl•_: entrenched = 0: frequent flooding = max points) I
Presence of adjacent wetlands
S
` 0-6
0-4
0-_
0
mo :wetlands = 0. large adjacent wetlands = maxpoints)
c Channel sinuosity 0-5 0-4 0 -'3 2
e : e ch..... elizar cn = 0: nan:ral meander = max points)
I
J Sediment input 0-5 0-4 0-4 0
i ext-nsi" e deooSiticn-- 0: little or no sediment = max points)

1 7- li
Size S: diversity of channel bed substrate
NAT
0-4
0-
1
l e. nomo-zencus = 0: larze. diverge sizes = max points)
Evidence of channel incision or widening
0-5
0-4
ff- 5
3
ideepiy incised = 0: stable bed & banks = max points)
Presence of major bank failures `
I

0
5

0-5

0-5

2
-
severe erosion = 0: no erosion, stable banks = max points) -
l? Root depth and density on banks ? 0-3 0-4 0-5 3
_ (no isible roots = 0: dense roots throughout = max points)
` Impact by agriculture or livestock production
15
0
5
4
0
0-5
0
(substantial impact =0: no evidenc.- = max points) - -
16 Presence of riffle-pooli'ripple-pool complexes 0-3 0-5
0-6
0
(no riffles%Iipples or pools = 0:-«ell-deveIeped= max points)
Habitat complexity I

(little or no habitat = 0- frequent. varied habitats = max points) 0-6 I 0-6 0-6 0
Canopy coverage over streambed
0-5
0-5
0-5
0
no Shading egetaI:On
= 0: continuous canopy = ma_x points)
Substrate embeddedness :.
`?
NAB
0 - 4
0 - 1
1
i deepi? embedded = 0: loose structure = max) (
Presence of stream invertebrates
,0
0-4
0-5
0- 5
0
( (no evidence = 0: common. numerous types = max points)
r !
Presence of amphibians
1 0-4 0-4 0-4 0
^. (no evidence = 0: common- numerous types = max points)
:. Presence of fish 0-4 ) 0-4 0-4 0
i o i .-nc = 0: c rmon. numero' is 7es = max points) i
M
Evidence of wildlife use 0-6 0-5 0-5 0
e? i? - G: aGUndant e idence = max points) I
Total Points Possible
100 ?
100 i
100 i
TOTAL SCORE (also enter on first page) 22
T 1"nese characteristics are not assessed in coastal streams.
It
DATA FORM
ROUTINE WETLAND DETERMINATION
(9987 COE Wetlands Delineation Manual)
Project/Site: Glendalough Subdivision Date: 10113105
Applicant/Owner: The Mathisen Company County: Union
Investigator(s): Richard Darling and Ron Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetlan
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP1
If needed, explain on reverse.
VEGETATION
Dominant Plant S cie Stratum Indicator Dominant Plant Species S La
turn Indicator
1 O_uercusphellos tree FACW- 9
2 Liquidambarstvraciflua tree FAC+ 10
3 Peltandra virginica herb OBL 11
4 Alternanthera philoxeroides herb OBL 12
5 Saurunis cernuus herb OBL 13
6 Cornus amomum tree FACW+ 14
7 15
8 16
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
All of the dominant plant s pecies are F AC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
Y_ Saturated in Upper 12 Inches
- Water Marks
Drift Lines
Field Observations: Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: 0-36 (in.) _
Secondary Indicators (2 or more required):
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 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydrology are present.
Routine On-Site Data Forms LaQO I of ? 3/27/2006

t
SOILS
Map Unit Name
(Series and Phase): Badin Channerv silty clav loam, 2-$% eroded Drainage Class poorly drained
Field Observations
Taxonomy (Subgroup): thermic Ty plc I3a dults Confirm Mapped Type? Yes(No)
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munseil Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 2.5Y 5/2 IOYR 4/6 few/faint silt
Histosol Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
- Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Indicators of hvdric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Ye No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2192
Routine On-Site Data Forms Page 2 of 2
3/27/2006
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Glendalough Subdivision Date: 10113105
Applicant/Owner: The Mathisen Company County: Union
Investigator(s): Richard Darling and Ron Johnson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: upland
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes
&No Plot ID: DP2
I
If needed, explain on reverse.)
VEGETATION
Dominant Plant Species
1 Rubus argrnrs Stratum Indicator
herb FAC Dominant Plant Species Stratum Indicator
9
2 Lonicera japonica vine FAC- 10
3 11
4 12
5 13
6 14
7 15
8 16
Percent of Dominant Species that are OBL, FACW or FAC
50%
Remarks:
150% of the dominant plant sp
ecies are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Field Observations: _
Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
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 (in.) _
_ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
No indicators of wetland hvdrolobv are p resent.
Routine On-Site Data Forms Page 1 of 2 3127/2006
n

SOILS
Map Unit Name
(Series and Phase): > Badin C hannerv siltv clav loam, 2-8% eroded Drainage Class poorly drained
Field Observations
Taxonomy (Subgroup): thermic Ty Dic Hapludults Confirm Mapped Type? Ye No
Profile Descri tion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-8 B 2.5Y 5/4 N/A N/A silt
8-12 B 2.5Y 6/6 N/A N/A silt loam
Histosol Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
- Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
No indicators of hydric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle'
Wetland 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
Approved by HQUSACE 2192
Rcutine On-Site Data Forms Page 2 Of 2
3/27/2006

STA7E o-
11 01
h
?c/y' y a
North Caro -iina Department of Cultural Resources
State Historic 'reservation Office
Peter B. Sandbeck, Administrator
Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
April 21, 2006
Matt L. Jenkins
Carolina Wetland Services
550 E Westinghouse BLVD.
Charlotte, NC 28273
Office of Archives and Ili story
Division of Historical Resources
David Brook, Director
Re: Request for Records Search, Glendalough Subdivision, Indian Trail, Carolina Wetland Services
Project No. 2006-1329, Union County, ER 06-0779
Dear Mr. Jenkins:
Thank you for your report of March 15, 2006, concerning the above project. Based on the topographic and
hydrological situation that exists within the proposed project area, we have determined that there is a very
high probability that archaeological sites exist in the project area. We therefore recommend that a
comprehensive archaeological survey be conducted by an experienced archaeologist to identify and evaluate
the significance of any archaeological remains that may be damaged or destroyed by the proposed project.
Potential effects on unknown resources must be assessed prior to the initiation of any earth moving activities.
As always, we will be happy to assist you in planning your archaeological survey strategy
Two copies of the resulting archaeological survey report, as well as one copy of the appropriate site forms,
should be fonvarded to us for review and comment as soon as they are available and well in advance of any
earth moving activities.
A list of archaeological consultants who have conducted or expressed interest in contract work in North
Carolina is available at www.arch.dcr.state.nc.us/consults. The archaeologists listed, or any other experienced
archaeologists may be contacted to conduct the recommended survey.
We have determined that the project as proposed will not affect any historic structures.
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.
Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N. Blount Street, Raleigh NC 4617 1\1v7 Service Center, Raleigh NC 276994617 ()19)733-4763/73:-8653
RESTORATION 515 N. Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh INC 276994617 (919)-,33-6-47/715,4801
SURVEY & PLANNING 515 N. Blount Street, Raleigh, NC 461 ; Mail Service Center, Raleigh NC 276994617 (919)7336545/7154801
Thank you for your cooperation and considerations. If you have any questions concerning the above
comment, please 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,
?-I'eter Sandbeck
Ai
F?33
• 1
WDD-AR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Govemor
March 20, 2006
Mr. Matt L. Jenkins
Carolina Wetland Services
550 E. Westinghouse Blvd.
Charlotte. NC 28273
Subject: Glendalough Subdivision; Indian Trail, Union County
CWS Project No. 2006-1329
Dear Mr. Jenkins:
William G. Ross Jr., Secretary
The Natural Heritage Program no records of rare species or significant natural communities at the site
nor within a mile of the project area. The State significant Crooked Creek Aquatic Habitat flows along
the northern boundary of the tract. Two very rare mussels - Savannah lilliput (Toxolasma pullus) and the
Carolina creekshell (Villosa vaughaniana), both State Endangered and Federal Species of Concern,
have been found in South Fork Crooked Creek at SR 1501, located perhaps 1.5 mile upstream of the
natural area. These mussels might well be present in the creek along the boundary of the project area.
Thus, it is very important that proper sedimentation controls be in-place during the construction phase of
the project to keep sediment from reaching the creek.
You may wish to check the Natural Heritage Program database website at www.ncnhp.org for a listing of
rare plants and animals and significant natural communities in the county and on the topographic quad
snap. Alternatively, the NC Center for Geographic Information and Analysis (CGIA) provides digital
Natural Heritage data online on a cost recovery basis. Subscribers can get site specific information on
GIS layers with Natural Heritage Program rare species occurrences and Significant Natural Heritage
Areas. The CGIA website provides Element Occurrence (EO) ID numbers (instead of species name), and
the data user is then encouraged to contact the Natural Heritage Program for detailed information. This
service allows the user to quickly and efficiently get site specific NHP data without visiting the NHP
workroom or waiting for the Information Request to be answered by NIP staff. For more information
about data formats, pricing structure and ordering procedures, visit
http://www.cgia.state.nc.us/cgdb/datalist.html, or call CGIA Production Services at [phone].
Please do not hesitate to contact me at 919-715-8697 if you have questions or need further information.
Sincerely,
Harry E. LeGrand, Jr., /Zoologist
Natural Heritage Program

1601 Mail Service Center, Raleigh, North Carolina 27699-1601 ?01?C3IOIlIl2
Phone: [phone] - FAX: 919-71E-K60 . fntemet avAv.enr_state.rc.us ?117
Glendalough Subdivision
Nationwide Permit No. 39 Project No. 2006-1329
Photograph A. View of Perennial Stream A, facing downstream.
Photograph B. View of Wetland AA, facing east.