20040523 Ver 1_COMPLETE FILE_20040402

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PROGRAM
RECEIPT
Frances Wheeler
Shea Homes
7401 Carmel Executive Park, Suite 106
Charlotte, NC 28226
Project: Winding Walk Subdivision
County: Cabarrus
P@9flWq@1
MAR 1 5 2005
84
March 8, 2005
DWQ#: 04-0523
COE#: 200430816
The North Carolina Ecosystem Enhancement Program (NC EEP) has received a check in the amount of
$55,200.00, check number 86298, as payment for the compensatory mitigation requirements of the 401 Water
Quality Certification/Section 404 permit issued for the above referenced project. This receipt serves as
notification that the compensatory mitigation requirements for this project have been satisfied. Please note that
you must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity.
The NC EEP, by acceptance of this payment, acknowledges that the NC EEP is responsible for the
compensatory mitigation requirements associated with the project permit and agrees to provide the compensatory
mitigation as specified in the permit. The NC EEP will mitigate 276 linear feet of warm stream in Cataloging
Unit 03020105 of the Yadkin River Basin.
Payments to the Ecosystem Enhancement Program are not reimbursable unless a request for reimbursement is
received within 12 months of the date of this receipt. A letter must accompany requests for reimbursement from
the permitting agency stating that the permit and/or authorization has been rescinded.
If you have any questions or need additional information, please contact Carol Shaw at 919-733-5205.
cc: Cyndi Karoly, Wetlands/401 Unit
Steve Chapin, USACOE-Asheville
Allen Johnson, DWQ Regional Office-Mooresville
File
Rutod;uj... ... Prot-"' oar Stat&
Si cerely,
Wt yam D. Gilmore, PE
Director
eVn
SENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
O?OF W A TF, Q
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 24, 2004
DWQ# 04-0523
Cabarrus County
Mr. Mike Shea
C/o Shea Homes
7401 Carmel Executive Park, Suite 106
Charlotte, NC, 28226
Subject: Winding Walk Subdivision
Approval of 401 Water Quality Certification with Additional Conditions,
Ecosystem Enhancement Program
Dear Mr. Shea:
You have our approval, in accordance with the attached conditions and those listed below, to impact 611
linear feet (If) of unnamed tributary (298 If of perennial and 313 If of intermittent) to Clarks Creek in order to
construct the Winding Walk Subdivision in Cabarrus County, as described in your application received by the
Division of Water Quality (DWQ) on April 13, 2004. 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 (USACOE). 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 USACOE's 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.
For this approval to be valid, you must follow the conditions listed in the attached Certification, as well as the
additional conditions listed below:
1. 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://h2o.enr.state.nc.us/ncwetlands.
2. We understand that you have chosen to contribute to the Ecosystem Enhancement Program (EEP) in order
to compensate for the impacts to the streams. In accordance with 15A NCAC 2R .0402 and 15A NCAC 213
.0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H
.0506(h) and 15A NCAC 2B .0233(10). Until the EEP receives and clears your check (made payable to:
DENR - Ecosystem Enhancement Program), the stream impacts shall not occur.
One
N thCaroltna
Naturallry
.R
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwctlands)
Customer Service #: 1-877-623-6748
Page 2
Ms. Deborah Anderson should be contacted at [phone] if you have any questions concerning the
EEP. You have one month from the date of this Certification to make this payment. For accounting
purposes, this Certification authorizes the permanent fill of 0.024 acre of wetland, and the culverting of 55,
linear feet of streams in the Yadkin River Basin (Cataloging Unit 03040105). Of the 550 linear feet of stre;
impacts (culverting), mitigation will be required for 277 linear feet. Please be aware that the EEP rules
require rounding of wetland impacts to the nearest foot/ quarter acre (15A NCAC 2R .0503(b)).
3. The culverts required for this project shall be installed in such a manner that the original stream profiles ar
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and below the location c
each culvert. The culverts shall be designed and installed to allow for aquatic life movement as well as to
prevent head cutting of the streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes are installed in a perched manner, the pipes shall be
removed and re-installed correctly.
4. Stormwater discharge points shall be constructed in a manner such that the potential receiving streams (c
the discharge) at the site will not be impacted due to sediment accumulations, scouring or erosion of the
stream banks.
5. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activities
shall be performed so that no violations of state water quality standards, statutes, or rules occur.
6. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full
compliance with all specifications governing the proper design, installation, and operation and maintenanc
such BMP in order to protect surface water standards:
a. The design, installation, operation, and maintenance of the sediment and erosion control measurE
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow pit sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surfac
Mining Manual.
c. The reclamation measures and implementation of these measures must be in accordance with the
requirements of the Sedimentation Pollution Control Act.
7. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within six months of the date the Division of Land
Resources has released the project.
8. 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 photograph;
upstream and downstream of each culvert site to document correct installation along with the Certificate c
Completion form.
9. Continuing Compliance. Shea Homes shall conduct its activities in a manner consistent with state water
quality standards (including any requirements for compliance with section 303(d) of the Clean Water Act)
any other appropriate requirements of state and federal law. If DWQ determines that such standards or 1<
Page 3
are not being met (including the failure to sustain a designated or achieved use) or that state or federal law is
being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and
modify this certification to include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall
notify Shea Homes 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 Shea Homes in writing, shall be provided to the United States
Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act,
and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-1699 or
Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AJ/ai
Attachments
cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
Cindy Safrit, Land Quality
Central Files
File Copy
Chris Huysman
040523
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, Mike Shea of Shea Homes has permision as outlined below to
fill 0.024 acre of wetland and 277 linear feet of perennial streams in order to construct the Winding Walk
Subdivision in Cabarrus County, North Carolina. All activities associated with these authorized impacts must
be conducted with the conditions listed in the attached certification. THIS CERTIFICATION IS NOT VALID
WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT, ECOSYSTEM ENHANCEMENT PROGRAM
LOCATION:
COUNTY:
Winding Walk Subdivision
Cabarrus
BASIN/SUBBASIN Yadkin (03-040105)
Impacts:
0.024 acre of wetland
297 linear feet of perennial streams
313 linear feet of intermittent streams
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for
the above impacts through the restoration, creation, enhancement or preservation of wetlands as outlined
below prior to conducting any activities that impact or degrade the waters of the state.
Mitigation:
277 linear feet of perennial streams is required by the EEP for the 401 Water Quality Certification. In
correspondence dated July 8, 2003, the EEP indicated that up to 1200 linear feet of stream mitigation will be
accepted by the WRP if necessary for the 404 Permit.
Note: Linear foot requirements proposed to be mitigated through the Ecosystem Enhancement Program (EEP)
must be rounded to the nearest foot and acreage requirements must be rounded to one-quarter acre
increments according to 15 2r.0503(b).
One of the options you have available to satisfy the compensatory mitigation requirements is through the
payment of a fee to the Ecosystem Enhancement Fund per NCAC 2R .0503. If you choose this option, please
sign this form and mail it to the Ecosystem Enhancement Fund at the address listed below. An invoice for the
appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE
IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS
BEEN PROCESSED BY THE EEP.
Signature Date
ECOSYSTEM ENHANCEMENT PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
MEMORANDUM
TO: John Dorney Regional Contact: Alan Johnson
Non-Discharge Branch WQ Supervisor: Bex Gleason
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Windinewalk S/d
Project Number 04 0523
Recvd From APP
Received Date 4/2/04 Recvd By Region 5/5/2004
Project Type s/d road & utility crossing
County Cabarrus
County2
Region Mooresville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
39 FT-or estedF7-5--N F- 13-17-4 F-cF__ 30,711. 0.02F_ 276.48 273.93
F- Stream O ? O N ???? F-F-- 3x0,71 L ? 550.41
F_ F_F7_0N F_ r ? r-
Mitigation Wetland
MitigationType Type Acres Feet
Stream restoration Stream F 277.00
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? Q Y 0 N
Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss) 352414 Longitude (ddmmss) 804510
Comments:
Staff visited the site on May 13, 2004. The purpose of the application is to seek approval for four
stream/road crossings (plus 3 sewer line crossing) for the construction of a subdivision. This site is a
mature forested tract approximately 1 mi, south of the intersection of Hwy 73 and Harris Rd. in a
rapidly developing area of Cabarrus County. Four road crossings and three temporary sewer line
crossings (-61 linear ft, total) are proposed totaling approximately 611 linear ft of stream impacts.
Stream impacts for road crossings #1 and #3 occur on intermittent streams (as shown on plan).
Impact #1 (-127 linear ft) is located at the upper reaches of a stream channel. The channel is just
beginning to form at this proposed crossing. Impact #3 (-146 linear ft) is located just below a small
delineated wetland. The wetland is the headwater to this stream.
Stream impacts for road crossings #2 (-191 linear ft) and #4 (-86 linear ft) are perennial streams
and are mitigatable.
Recommend approval. Issued by MRO,
cc: Regional Office
Central Office Page Number 1
Facility Name Windingwalk S/d County Cabarrus
Project Number 04 0523 Regional Contact:
Date:
Comments (continued from page 1):
Alan Johnson
cc: Regional Office
Central Office Page Number 2
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Windingwalk S/d
Project Number 04 0523
Recvd From APP
Received Date 4/2/04 Recvd By Region 5/5/2004
Project Type s/d road & utility crossing
County Cabarrus
County2
Region Mooresville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
M
E
Type Type Impact Score Index Prim. Supp. Basin Req. Req.

39 forested O Y O N F- 13-17-4 F-c _F__30,711. 0.02 F_ I - F-
F- Stream O Y ON F-F-F-r-- 30,711. r- 550.41 298.00. 313.00

Mitigation Wetland
MitigationType Type Acres Feet
Stream restoration Stream I 277.00
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? Q Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 352414 Longitude (ddmmss) 804510
Comments:
Staff visited the site on May 13, 2004. The purpose of the application is to seek approval for four
stream/road crossings (plus 3 sewer line crossing) for the construction of a subdivision. This site is a
mature forested tract approximately 1 mi, south of the intersection of Hwy 73 and Harris Rd. in a
rapidly developing area of Cabarrus County. Four road crossings and three temporary sewer line
crossings-(-61 linear ft, total) are proposed totaling approximately 611 linear ft of stream impacts.
Stream impacts for road crossings #1 and #3 occur on intermittent streams (as shown on plan).
Impact #1 (-127 linear ft) is located at the upper reaches of a stream channel. The channel is just
beginning to form at this imposed crossing. Impact #3 (-146 linear ft) is located just below a small
delineated wetland. The wetland is the headwater to this stream.
Stream impacts for road crossings #2 (-191 linear ft) and #4 (-86 linear ft are perennial streams
and are mitiaatable.
Recommend approval. Issued by MRO,
cc: Regional Office
Central Office Page Number 1
Facility Name Windingwalk S/d County Cabarrus
Project Number 04 0523 Regional Contact:
Date:
Comments (continued from page 1):
Alan Johnson
cc: Regional Office
Central Office Page Number 2
O?O? W AT ?RpG
May 24, 2004
DWQ# 04-0523
Cabarrus County
WETLANDS I [4`
Mr. Mike Shea
C/o Shea Homes
7401 Carmel Executive Park, Suite 106
Charlotte, NC, 28226
WATER Q1,)A
Subject: Winding Walk Subdivision
Approval of 401 Water Quality Certification with Additional Conditions,
Ecosystem Enhancement Program
Dear Mr. Shea:
You have our approval, in accordance with the attached conditions and those listed below, to impact 611
linear feet (If) of unnamed tributary (298 If of perennial and 313 If of intermittent) to Clarks Creek in order to
construct the Winding Walk Subdivision in Cabarrus County, as described in your application received by the
Division of Water Quality (DWQ) on April 13, 2004. 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 (USACOE). 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 USACOE's 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.
For this approval to be valid, you must follow the conditions listed in the attached Certification, as well as the
additional conditions listed below:
1. 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 3G 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/Wetiands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands.
2. We understand that you have chosen to contribute to the Ecosystem Enhancement Program (EEP) in order
to compensate for the impacts to the streams. In accordance with 15A NCAC 2R .0402 and 15A NCAC 213
.0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H
.0506(h) and 15A NCAC 213 .0233(10). Until the EEP receives and clears your check (made payable to:
DENR - Ecosystem Enhancement Program), the stream impacts shall not occur.
Nom` y rVM
J?`atura ura?ly
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn: h2o enr state nC us. nr ?ctlands)
Customer Service #: 1-877-623-6748
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Page 2
Ms. Deborah Anderson should be contacted at [phone] if you have any questions concerning the
EEP. You have one month from the date of this Certification to make this payment. For accounting
purposes, this Certification authorizes the permanent fill of 0.024 acre of wetland, and the culverting of 550
linear feet of streams in the Yadkin River Basin (Cataloging Unit 03040105). Of the 550 linear feet of stream
impacts (culverting), mitigation will be required for 277 linear feet. Please be aware that the EEP rules
require rounding of wetland impacts to the nearest foot/ quarter acre (15A NCAC 2R .0503(b)).
3. The culverts required for this project shall be installed in such a manner that the original stream profiles are
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and below the location of
each culvert. The culverts shall be designed and installed to allow for aquatic life movement as well as to
prevent head cutting of the streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes are installed in a perched manner, the pipes shall be
removed and re-installed correctly.
4. Stormwater discharge points shall be constructed in a manner such that the potential receiving streams (of
the discharge) at the site will not be impacted due to sediment accumulations, scouring or erosion of the
stream banks.
5. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activities
shall be performed so that no violations of state water quality standards, statutes, or rules occur.
6. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full
compliance with all specifications governing the proper design, installation, and operation and maintenance of
such BMP in order to protect surface water standards:
a. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow pit sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
c. The reclamation measures and implementation of these measures must be in accordance with the
requirements of the Sedimentation Pollution Control Act.
7. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within six months of the date the Division of Land
Resources has released the project.
8. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality. Please send photographs
upstream and downstream of each culvert site to document correct installation along with the Certificate of
Completion form.
9. Continuing Compliance. Shea Homes shall conduct its activities in a manner consistent with state water
quality standards (including any requirements for compliance with section 303(d) of the Clean Water Act) and
any other appropriate requirements of state and federal law. If DWQ determines that such standards or laws
Page 3
are not being met (including the failure to sustain a designated or achieved use) or that state or federal law is
being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and
modify this certification to include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall
notify Shea Homes 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 Shea Homes in writing, shall be provided to the United States
Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act,
and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-1699 or
Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,

Alan W. Klimek, P.E.
AJ/aj
Attachments
cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
Cindy Safrit, Land Quality
Central Files
File Copy
Chris Huysman
O?O? W AT ?9PG
r
O '<
May 24, 2004
DWQ# 04-0523
Cabarrus County
Mr. Mike Shea
C/o Shea Homes
7401 Carmel Executive Park,' Suite 106
Charlotte, NC, 28226
Subject: Winding Walk Subdivision
WETLANDS i Phi GROUP

??"di?TElt (?l?k?l ? , ? ?C i ?, ?
Approval of 401 Water Quality Certification with Additional Conditions,
Ecosystem Enhancement Program
Dear Mr. Shea:
You have our approval, in accordance with the attached conditions and those listed below, to impact 611
linear feet (If) of unnamed tributary (298 If of perennial and 313 If of intermittent) to Clarks Creek in order to
construct the Winding Walk Subdivision in Cabarrus County, as described in your application received by the
Division of Water Quality (DWQ) on April 13, 2004. 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 (USACOE). 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 USACOE's 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.
For this approval to be valid, you must follow the conditions listed in the attached Certification, as well as the
additional conditions listed below:
1. 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 3G-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 4011Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands.
2. We understand that you have chosen to contribute to the Ecosystem Enhancement Program (EEP) in order
to compensate for the impacts to the streams. In accordance with 15A NCAC 2R.0402 and 15A NCAC 213
.0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H
.0506(h) and 15A NCAC 26 .0233(10). Until the EEP receives and clears your check (made payable to:
DENR - Ecosystem Enhancement Program), the stream impacts shall not occur.
One
N Carolina
.1;atura!!il
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 276042260 (Location)
[phone] (phone), 919-733-6893 (fax), (lute' -h?o enr qate.nc.us m:x%etland,)
Customer Service #: 1-877.623-6748 1
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
f7?EI?R
Page 2
Ms. Deborah Anderson should be contacted at [phone] if you have any questions concerning the
EEP. You have one month from the date of this Certification to make this payment. For accounting
purposes, this Certification authorizes the permanent fill of 0.024 acre of wetland, and the culverting of 550
linear feet of streams in the Yadkin River Basin (Cataloging Unit 03040105). Of the 550 linear feet of stream
impacts (culverting), mitigation will be required for 277 linear feet. Please be aware that the EEP rules
require rounding of wetland impacts to the nearest foot/ quarter acre (15A NCAC 2R .0503(b)).
3. The culverts required for this project shall be installed in such a manner that the original stream profiles are
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and below the location of
each culvert. The culverts shall be designed and installed to allow for aquatic life movement as well as to
prevent head cutting of the streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes are installed in a perched manner, the pipes shall be
removed and re-installed correctly.
4. Stormwater discharge points shall be constructed in a manner such that the potential receiving streams (of
the discharge) at the site will not be impacted due to sediment accumulations, scouring or erosion of the
stream banks.
5. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activities
shall be performed so that no violations of state water quality standards, statutes, or rules occur.
6. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full
compliance with all specifications governing the proper design, installation, and operation and maintenance of
such BMP in order to protect surface water standards:
a. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow pit sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
c. The reclamation measures and implementation of these measures must be in accordance with the
requirements of the Sedimentation Pollution Control Act.
7. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within six months of the date the Division of Land
Resources has released the project.
8. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality. Please send photographs
upstream and downstream of each culvert site to document correct installation along with the Certificate of
Completion form.
9. Continuing Compliance. Shea Homes shall conduct its activities in a manner consistent with state water
quality standards (including any requirements for compliance with section 303(d) of the Clean Water Act) and
any other appropriate requirements of state and federal law. If DWQ determines that such standards or laws
Page 3
are not being met (including the failure to sustain a designated or achieved use) or that state or federal law is
being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and
modify this certification to include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall
notify Shea Homes 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 Shea Homes in writing, shall be provided to the United States
Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act,
and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-1699 or
Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,

Alan W: Klimek, P.E.
AJ/aj
Attachments
cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
Cindy Safrit, Land Quality
Central Files
File Copy
Chris Huysman
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Windingwalk S/d County Cabarrus
Project Number 04 0523 County2
Recvd From APP Region Mooresville
Received Date 4/2/04 Recvd By Region 5/5/2004
Project Type s/d road & utility crossing
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
F 39 forestedO Y O N F-13-17-4 F -cF-30,711. 0.02 F- 276.48 273.93
F- Stream O Y O Nom'-r-r+ 30,711. F-F 550.41 F-
Mitigation Wetland
MitigationType Type Acres Feet
Stream restoration Stream I 277.00
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 10 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: DQ Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 352414 Longitude (ddmmss) 804510
Comments:
cc: Regional Office
Central Office Page Number 1
Facility Name Windingwalk S/d County Cabarrus
Project Number 04 0523 Regional Contact: Alan Johnson
Date:
Comments (continued from page 1):
cc: Regional Office Page Number 2
Central Office
Triage Check List
Date: y13ol o` Project Name:
To: ? ARO Mike Parker
? FRO Ken Averitte
MRO Alan Johnson
? RRO Steve Mitchell
From: (a o ll v 5"k,. d 4
w'dl/c rev
DWQ#: G?'USZ3
County: ?? d R r r?s
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919) 7 3 3 - ? 7/6
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
Minimization/avoidance issues
? Buffer Rules (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-applicat ion meetings?
? Cumulative impact concern
A
?
Comments: 4" Weftandr on f,-c
\o?OF wAr
001 ? r
Y
5
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 8, 2004
DWQ # 04-0523
Cabarrus County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Shea Homes
Attn: Mike Shea
7401 Carmel Executive Park, Suite 106
Charlotte, NC 28226
Subject Property: Winding Walk Subdivision
Dear Mr. Shea:
On April 2, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill
wetlands or waters for the purpose of constructing a subdivision and installing sanitary sewer lines in Cabarrus County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the
DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin
to determine your projects' compliance with 15A NCAC 2H .0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site
plan. Please account for meanders and sinuosity of channels when calculating stream impacts.
2. Please indicate proposed lot layout as overlays on the site plan, so we can determine whether additional
stream or wetland impacts will be needed to develop this project.
3. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on
the site plan.
4. Please specify the percent of project imperiousness area based on the estimated built-out conditions.
5. Please provide a letter from Ecosystem Enhancement Program (EEP) showing acceptance of stream
mitigation.
6. Please discuss what criteria were used to determine if the streams are perennial or intermittent.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Chris Huysman, WNR, Post Office Box 224, Newton, NC 28658
°t7g_ p -
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Sincerely,
WN;t \L
Wetland and Natural Resource =*":
Consultants, Inc.
April 26, 2004
Mr. John Dorney
NC Division of Water Quality
401 Wetlands Certification Unit
2321 Crabtree Boulevard
Raleigh, NC 27604-2260
WETLANDS 1401 GROUP
APR ?j ? 2004
RE: Winding Walk Subdivision
DWQ # 04-0523
Mr. Dorney:
WATER QUALITY SECTION
Per your request we have attached 7 copies of the site plan for the Winding Walk
Subdivision. The drawing shows as insets the road crossings; the impacts are measured
along the centerlines of the streams and include all impacts to the channel. The approved
wetland delineation is shown in magenta and it is clear from the layout that no lot fills are
required for the development. Common Open Space accounts for well over 50 acres of the
229 acre (9,975,240 square feet) development; the local requirement is that greater than
30% open space be maintained. The engineer has calculated that the site is 19.4 %
impervious based on 2000 square feet of impervious area on each lot-
0 926,000 square feet of impervious area within lots
• 658,517 square feet of pavement for roads
245,606 square feet of sidewalks
• 102,473 square feet of curb and gutter
--1,932,596 sqft of impervious / 9,975,240 sgft site = 19.4% impervious--
The Corps of Engineers made the stream determinations during the delineation approval.
And one copy of the approved map is included.
Please call or write with any additional concerns that you may have.
t regards,
WTOW ( (?qMMA,
i an
r s
Huysm
Newton Office Clyde Office
PO Box 224 wnrinc.com 217 Paragon Parkway, #142
Newton, NC 28658 Clyde, NC 28721
828-465-3035 828-627-0051
828-465-3050 Fax [phone] Fax
LT X_ WA
NCDENR
North Carolina Department of Environment and ?,,Iaturai fResourceS
ae! ?. Eas'ev. Goverror
April 13, 2004
Chris Huysman
Wetland and Natural Resource Consultants, Inc.
P.O. Box 224
Newton, NC 28658
Subject: Project: Windingwalk Subdivision, Shea Homes
County: Cabarrus
rVilliam G. Ross jr.. Se:;retaiv
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for stream impacts associated with the subject project. Please note that the decision by the NCEEP to
accept the mitigation requirements of this project does not assure that this payment will be approved by the U.S. Army
Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of the applicant to
contact these agencies to determine if payment to the NCEEP for impacts associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated March 24, 2004 the stream restoration that is necessary to
satisfy the compensatory mitigation requirements for this project is summarized in the following table. The maximum
amount of mitigation that the NCEEP will accept for this project is also indicated in this table.
Stream
(linear feet) Wetlands Riparian
(acres) Riparian Buffer
(ft2)
Impacts 600
Mitigation Maximum 1200
The stream mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404 Permit for
impacts associated with the subject project in Cataloging Unit 03040105 of the Yadkin River Basin. The mitigation will
be performed in accordance with the Memorandum of Understanding between the N.C. Department of Environment and
Natural Resources and the U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
Ronal ?°?d E.?Ferrell __1
,
Director of Operations
cc: Cyndi Karoly, Wetlands/401 Unit
Steve Chapin, USACOE-Asheville
Allen Johnson, DENR Regional Office-Mooresville
File
NC DENR Ecosystem Enhancement Program One
1619 Mail Service Center. Raleigh. North Carolina 27699-1619 NorthCarolina
Phone: [phone] `, FAX'-, 919-733-6321 '?' Internet: h2o.enr.state.nc.us,:vmj Naturally
\o?//oF WArFRQ?

p\iii? Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P E.; Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 8, 2004
DWQ # 04-0523
Cabarrus County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Shea Homes
Attn: Mike Shea
7401 Carmel Executive Park, Suite 106
Charlotte, NC 28226
Subject Property: Winding Walk Subdivision
Dear Mr. Shea:
WETLANDS/ 401 GROUP
APR 1, ?> >i414
WATT k CuAL1'1Y SECTION
On April 2, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill
wetlands or waters for the purpose of constructing a subdivision and installing sanitary sewer lines in Cabarrus County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the
DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin
to determine your projects' compliance with 15A NCAC 2H .0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site
plan. Please account for meanders and sinuosity of channels when calculating stream impacts.
2. Please indicate proposed lot layout as overlays on the site plan, so we can determine whether additional
stream or wetland impacts will be needed to develop this project.
3. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on
the site plan.
4. Please specify the percent of project imperiousness area based on the estimated built-out conditions.
5. Please provide a letter from Ecosystem Enhancement Program (EEP) showing acceptance of stream
mitigation.
6. Please discuss what criteria were used to determine if the streams are perennial or intermittent.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Chris Huysman, WNR, Post Office Box 224, Newton, NC 28658

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 276042260 (Location)
[phone] (phone), 919-733-6893 (fax), (hM://h2o.enr.state.nc.us/ncwettands)
Customer Service #: 1-877-623-6748
Sincerely,
. APR-19-04 02:43 PM WNRC 8284653050 P.01
Wetland and
Natural Resource
Consultants, Inc.
FacsImile
lb:
From
wton O ice
PO Box 224
Newton, NC 28658
Phone: 828 / 465-3035
Fax: 828 / 465-3050
Ide: .Lai 2004
CC:
Urgent [? For Review ? Phase rmnmcnt
? Please Reply Please Recycle
SNn?a Nb??
faC.. ?v?Q 0'1 05 z3
APR-19-2004 MON 13:20 TEL:[phone] NAME:DWO-WETLANDS P. 1
APR-19-04 02:43 PM WNRC 8284653050 P.02
A LT ;X_w
'1_4 . FAA
NCDENR
North Carolina Department of Environment and Natural Resources
ii hard F. Easley, Governor
April 13, 2004
hris Huysman
letland and Natural Resource Consultants, Inc.
.O. Box 224
Iewton, NC 28658
ect: Project: Windingwalk Subdivision, Shea Homes
County: Cabarrus
Wimam G, Ross Jr . Secr=Mary
purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
pt payment for stream impacts associated with the subject project. Please note that the decision by the NCEEP to
pt the mitigation requirements of this project does not assure that this payment will be approved by the U,S, Army
is of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit, It is the responsibility of the applicant to
act these agencies to determine if payment to the NCEEP for impacts associated with this project is appropriate,
acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
mlt/401 Certification within this time frame, this acceptance will expire.
on the information supplied by you in a letter dated March 24, 2004 the stream restoration that is necessary to
the compensatory mitigation requirements for this project is summarized in the following table. The maximum
t of mitigation that the NCEEP will accept for this project is also indicated in this table.
Stream
linear feet Wetlands Riparian
acres Riparian Buffer
ft'
m pacts 600
iti ation Maximum 1200
e stream mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404 Permit for
i pacts associated with the subject project in Cataloging Unit 03040105 of the Yadkin River Basin. The mitigation will
performed in accordance with the Memorandum of Understanding between the N.C. Department of Environment and
, atural Resources and the U.S. Army Corps of Engineers dated November 4, 1998,
you have any questions or need additional information, please contact Carol Shaw at [phone],
Sincerely, Q n
/i'L aG'c C
onald E, Ferrell,
Director of Operations
Cyndi Karoly, Wetlands/401 Unit
Steve Chapin, USACOE-Asheville
Allen Johnson, DENR Regional Office-Mooresville
File
IC DENR Ecosystem Enhancement Program
619 Mail Seivice Center. Raleigh, North Carolina 27699.1619
'horse 919.733-52081 FAX: [phone] Internet: h2o.enr,s1a1e.nc.us1'wrp/
APR-19-2004 MON 13:21 TEL:[phone] NAME:DWQ-WETLANDS
Inc ICaroli na
aturaI
P
i:'41k.
WN;t
Wetland and Natural Resource s?^? rA= ?•
Consultants, Inc.
U.S. Army Corps of Engineers
Asheville Regional Field Office
Attn: Mr. Steve Chapin
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Re: Windingwalk Subdivision
Nationwide Permit 39
Cabarrus County, North Carolina
WETLANDS 1401 GROUP
APR 0 Y,, 2004
WATER QUALITY SECTION
Mr. Chapin and Mr. Dorney:
Wetland and Natural Resource Consultants, Inc. is requesting authorization for impacts to
jurisdictional Waters of the U.S. associated with the construction of subdivision roads and sanitary
sewer lines under Nationwide Permits 39 for Shea Homes.
Proposed Impacts
Permanent impacts for the project include 276.48 linear feet of perennial streams and 273.93
linear feet of intermittent / un-important streams; the COE verified these determinations in April
2003. Additional temporary impacts to 20 linear feet of perennial streams and 40 linear feet of
intermittent streams are sought for the purpose of constructing 3 separate sanitary sewerlines.
Permanent stream impacts are limited to road crossings to access high ground; the current design
uses headwalls to eliminate side-slope fills as the site is constrained by steep topography. Impacts
are described and illustrated in the attached PCN and maps.
Mitigation
The applicant has agreed to conduct stream mitigation through the NC EEP; the EEP has has been
contacted. As an additional proposed mitigative measures, the applicant will preserve all streams
within open space.
Please call with questions or to discuss the project in further detail.
(Srely,
H
?X I
is
Newton Office Clyde Office
PO Box 224 wn6nc.com 217 Paragon Parkway, #142
Newton, NC 28658 Clyde, NC 28721
828-465-3035 828-627-0051
828-465-3050 Fax [phone] Fax
March 19, 2004
NC Division of Water Quality
Wetlands Unit
Attn: Mr. John Dorney
2321 Crabtree Boulevard, Ste 250
Raleigh, North Carolina 27604
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mike Shea
Mailing Address: c/o Shea Homes
7401 Carmel Executive Park, Suite 106
Charlotte, NC 28226
Telephone Number: 704 / 319-5000 Fax Number: 704 / 543-6327
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Christopher Huysman
Company Affiliation: Wetland and Natural Resource Consultants Inc
Mailing Address: PO Box 224
Newton, NC 28658
Telephone Number: 828 / 465 3035 Fax Number: 828 / 465 3050
E-mail Address:[e-mail]
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Winding Walk Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3381/001
4. Location
County: Cabarrus Nearest Town: Wallace Crossroads
Subdivision name (include phase/lot number): Windingwalk Subdivision
Directions to site (include road numbers, landmarks, etc.): Take Highway 73 from I-77
go west on Hwy 73 to intersection with Harris Road. Go south on Harris Road and
property is located to the west of Harris Road at Count. Line
5. Site coordinates, if available (UTM or Lat/Long):35 24' 13.5" N and 80 45' 10.4" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 215 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Clarke Creek
8. River Basin: Yadkin River / Clarke Creek / Yadkin Class C index 13-17-4
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is approximately 40% forested with two utility line
ROWs. There are four minor streams, and three minor wetland polygons located on the site.
The site is bounded by agricultural, residential, and forest land.
10. Describe the overall project in detail, including the type of equipment to be used:
The project entails the development of a residential subdivision with significant open areas
The site development plan requires that roadways cross wetlands and streams to access
highground No impacts are proposed in the 100 year floodplain Streams in open space
will be buffered.
11. Explain the purpose of the proposed work:
Work within Waters of the US is necessary to access high ground to develop the site
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
USACE delineation verification and signed survey October 17, 2003
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Impacts will result from the piping and filling of an unnamed tributaries to gain access to high
ground Two minor sewer crossings are needed to provide sanitary sewer for the project. Most
sewer is within roadways.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Impact Area 4 fill for road 0.024ac no 0 forested wetland

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year tloodplains 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.lema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., tieshwater/saltwater marsh, lbrested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination ol'isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 1 acres
Total area of wetland impact proposed: 0.024 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Stream Impact 1 pipe for road 127.37 UT Clarke Creek 2 intermittent
Stream Impact 2 pipe for road 191.75 UT Clarke Creek 2 perennial
Stream Impact 3 pipe for road 146.56 UT Clarke Creek 2 intermittent
Stream Impact 4 pipe for road 84.73 UT Clarke Creek 2 perennial
Sewer Crossing 1 temporary sewer 20 UT Clarke Creek 2 perennial
Sewer 2 and 3 temporary sewer 40 (2@,20) UT Clarke Creek 2 intermittent
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgS.,ov. Several internet sites also allow direct download and printing of USGS maps (e.g., wwxv.topozonc.com,
wAvw.man(tuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 276.48 per / 273.93 int
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
* Area of
Name of
Wat Type of Waterbody
Site Number Type of Impact Impact )
(if
applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
N/A
N/A
N/A
N/A
N/A
* List each impact separately and identity temporary impacts. Impacts include. but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts required to access high ground. Impacts to perennial channels must occur as designed
do to topographic constraints, property boundaries and local access requirements. Severe site
topography results in wide crossing footprints; bottomless structures cannot be used because the
required over-fill exceeds design specifications.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Remaining Waters of the US will be preserved.
Buffers will be preserved adjacent to remaining regulated features within open space.
Deed notifications will be placed on all lots within 50' of remaining Waters
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 277
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
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.
Impact I Required
Zone* r-, Multiplier AA:a:
I 2 1 I 135-?
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Site incorporates a significant amount of openspace. Impervious area does not exceed 30%
215 acres of land with 40 acres in openspace and lots averaging 0.7 acres.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
City of Concord Sanitary sewer outfall
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
,"PIW
Applicant/Agent's ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
FES-03-03 12:51 AN FROM-SHEA HOMES TC4-R43-6327 T-885 P 02/02 F-337
1A11-29-93 04:12AM FIMI-SKA IBS 704-843-6327 T-8b3 P-32/02 F0308
WMI'stl=tdeNtd Nnoursd Resaures
Deparariont of the Autry
VH1naon District, Carps of Engineers
A= Ken folly- chief Regulatory DIvlslon
PO Dow 1090
Wilmin ton, Norsk Carolina. 28402-1990
-
A=, John DormW
2321 Ctaleenme DKIL
Rme%l+, North Carolina, 2760-22$0
I, the current landowner of the propervy identified below. hereby authorize wetland and
Nasural Resource Consultants. Inc. to act an my behalf as MW agent during the Processing of
permits m Wv= Weands and Waxrs of she US that are regulated by dict Clean Wam& Acs
and the Rivers and Harbors Act.
Federal and go= age m are authorized to ne on said prop" when accompanied by Wedand
and N=ral Resouros Consultants, Inc- smfE
Vvedand and NaaWel Reavvras Consultants. Inc- is audwrimed to provide supplemenml
jrftTmeon needed for permir proc=iing at the reguat Of the Corps or DWQ_
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Name: CORNELIUS Location: 035° 24' 13.3" N 080° 45' 10.1" W
Date: 3/2312004
Caption: Shea Homes
Scale: 1 Inch equals 2000 feet Wind V Walk Subdivision
00pyriDh P 1997. MWIech, Inc.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Shea Harris Date: 121102
Applicant / Owner: Cox Creek Associates County: Cabarrus
Investigator: Huysman State: NC
Do normal circumstances exist on the site? Yes ? No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No ? Transect ID:
Is the area a potential problem area? Yes ? No ? Plot ID: 1000&8000
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Acer rubrum FAC tree 9. Lonicera japonica FAC- vine
2. Carex spp FACW herb 10.
3. Juncuss FACW herb 11.
4. Celtis occidentalis FACU tree 12.
5. Ulmus alata FACU tree 13.
6. Fraxinus pennsylvanica FACW tree 14.
7. Salix nigra OBL tree 15.
8. Platanus occidentalis FACW- tree 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ® Inundated
? Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: 2 (in.) Secondary Indicators:
® Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: r) in.) ® Water-Stained Leaves
F-1 Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Poorly drained
Taxonomy (Subgroup): (We) Typic Fluva quents Confirm Mapped Type? Yes ? No ?
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
00=8 Ap 10YR 5/3 / loam
8-12 BQ11 10YR 5/2 / loam

/

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
® Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No ?
Wetland Hydrology Present? Yes ® No ?
Hydric Soils Present? Yes ® No ?
Is the Sampling Point
Within a Wetland? Yes ® No ?
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Shea Harris Date: 121102
Applicant / Owner: Cox Creek Associates County: Cabarrus
Investigator: Huysman State: NC
Do normal circumstances exist on the site? Yes ® No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes ? No ® Plot ID:2000-2001
(explain on reverse if needed)
VEGETATION
Dominant Plant species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Juncuss effusus FACW herb 9.
2. Carex spp FACW herb 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ® Inundated
® Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: 4 (in.) Secondary Indicators:
® Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: a in.) ® Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Iredell Drainage Class: Somewhat poorly drained
Taxonomy (Subgroup): (Ir) Typic Hapludalfs Confirm Mapped Type? Yes ? No ?
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon IMunsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
00=8 AP 10YR 3/1 / loam
8-12 Btl 2.5YR 3/2 2.5YR 4/4 / clay loam
/

/

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
® Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No El
Wetland Hydrology Present? Yes ® No ?
Hydric Soils Present? Yes ® No ?
Is the Sampling Point
Within a Wetland? Yes ? No ?
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Shea Harris Date: 121102
Applicant / Owner: Cox Creek Associates County: Cabarrus
Investigator: Huysman State: NC
Do normal circumstances exist on the site? Yes ® No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes[] No ® Plot ID:3000-3012
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Acer nlbrum FAC tree 9.
2. Salix nigra OBL tree 10.
3. Juniperous vierginiana FACU- tree 11.
4. Ulmus americana FACW tree 12.
5. Smilax rotundifolia FAC vine 13.
6. Juncus effusus FACW herb 14.
7. Carex spp FACW herb 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). +80
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ® Inundated
? Saturated in Upper 12"
? No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Pattems in Wetlands
Depth of Surface Water: 0-10 (in.) Secondary Indicators:
® Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 0 Vin.) ® Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase: Wehadkee
Drainage Class: Poorly drained
Taxonomy (Subgroup): (We) Typic Fluvaguents Confirm Mapped Type? Yes ? No E]
Profile Descriution:
Depth Matrix Colors
(inches) Horizon (Munsell Moist)
00=8 AP 10YR 5/3
8-12 Bwg1 10YR 5/2
Hydric Soil Indicators:
? Histosol
? Histic Epipedon
? Sulfidic Odor
? Aquic Moisture Regime
? Reducing Conditions
® Gleyed or Low-Chroma Colors
Remarks:
Mottle Colors Mottle
(Munsell Moist) Abundance/Contrast
10YR 4/4 /
Texture, Concretions,
Structure, etc.
loam
? Concretions
? High Organic Content in Surface Layer in Sandy Soils
? Organic Streaking in Sandy Soils
? Listed On Local Hydric Soils List
? Listed on National Hydric Soils List
? Other (Explain in Remarks)
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No ? Is the Sampling Point
Wetland Hydrology Present? Yes ® No ? Within a Wetland? Yes ® No ?
Hydric Soils Present? Yes ® No ?
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Shea Harris Date: 121102
Applicant I Owner: Cox Creek Associates County: Cabarrus
Investigator: Huysman State: NC
Do normal circumstances exist on the site? Yes ® No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes E] No ® Transect ID:
Is the area a potential problem area? Yes ? No ® Plot ID:4000&5000
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Acer nibrum FAC tree 9.
2. Salix nigra OBL tree 10.
3. Ulmus americana FACW tree 11.
4. Ulmus alata FACU tree 12.
5. Carex spp FACW herb 13.
6. Juncuss effusus FACW herb 14.
7. Arundinaria gigantea FACW herb 15.
8. Smilax rotundifolia FAC vine 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). +90
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ® Inundated
? Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: 44=8 (in.) Secondary Indicators:
® Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: D Ln.) ® Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Poorly drained
Taxonomy (Subgroup): (We) Typic Fluva quents Confirm Mapped Type? Yes ? No ?
Profile Descriotion:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
00=7 ?p 10YR 5/3 / loam
7-12 B 10YR 5/1 10YR 4/5 / loam

/

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
® Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
® Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No ? Is the Sampling Point
Wetland Hydrology Present? Yes ® No[] Within a Wetland? Yes ? No ?
Hydric Soils Present? Yes ® No ?
Remarks:
WN;t
Wetland and Natural Resource:*, .?
Consultants, Inc.
Ecosystem Enhancement Program
Attn: Mr. Jason Guidry
320 West Jones Street
Raleigh, North Carolina 27603
March 24, 2004
Re: EEP Availability Request
Windingwalk Subdivision, Shea Homes
Yadkin River Basin, Cabarrus County, North Carolina
Mr. Guidry:
Wetland and Natural Resource Consultants, Inc. is requesting authorization for impacts to
jurisdictional Waters of the U.S. associated with the construction a residential subdivision in
Cabarrus County_ The applicant is seeking authorization to impact 276 linear feet of stream
channels.
Please provide written confirmation that your program can accept up to 600 linear feet of stream
impacts in Yadkin Basin 03040105 County 025 as we are not certain of the final mitigation
requirements that will be imposed by the NC Division of Water Quality or the US Army Corps of
Engineers.
Please call with questions or to discuss the project in further detail.
Sincerely,
Chris Huysman
Copies
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Mr. Steve Chapin
151 Patton Ave, Rm. 208
Asheville, North Carolina 28801
Newton Office
PO Box 224
Newton, NC 28658
828-465-3035
828-465-3050 Fax
NC Division of Water Quality
Wetlands Unit
Attn: Mr. John Dorney
2321 Crabtree Boulevard, Ste 250
Raleigh, North Carolina 27604
Clyde Office
wnrinc.com 217 Paragon Parkway, # 142
Clyde, NC 28721
828-627-0051
1 828-627-0052 Fax
WN;t
Wetland and Natural Resource
Ri1»A -? ?? • •i•
Consultants, Inc. :».•-?
U.S. Army Corps of Engineers
Asheville Regional Field Office
Attn: Mr. Steve Chapin
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Re: Windingwalk Subdivision
Nationwide Permit 39
Caborrus County, North Carolina
Mr. Chapin and Mr. Dorney:
WETLANDS 1401 GROUP
APR 0 2 2004
WATER DUALITY SECTION
Wetland and Natural Resource Consultants, Inc. is requesting authorization for impacts to
jurisdictional Waters of the U.S. associated with the construction of subdivision roads and sanitary
sewer lines under Nationwide Permits 39 for Shea Homes.
Proposed Impacts
Permanent impacts for the project include 276.48 linear feet of perennial streams and 273.93
linear feet of intermittent / un-important streams; the COE verified these determinations in April
2003. Additional temporary impacts to 20 linear feet of perennial streams and 40 linear feet of
intermittent streams are sought for the purpose of constructing 3 separate sanitary sewerlines.
Permanent stream impacts are limited to road crossings to access high ground, the current design
uses headwalls to eliminate side-slope fills as the site is constrained by steep topography. Impacts
are described and illustrated in the attached PCN and maps.
Mitigation
The applicant has agreed to conduct stream mitigation through the NC EEP; the EEP has has been
contacted. As an additional proposed mitigative measures, the applicant will preserve all streams
within open space.
Please call with questions or to discuss the project in further detail.
cerely,
H
?_X 1- 'JA
is
V\?'??
Newton Office Clyde Office
PO Box 224 wnrinc.com 217 Paragon Parkway, #142
Newton, NC 28658 Clyde, NC 28721
828-465-3035 828-627-0051
828-465-3050 Fax [phone] Fox
March 19, 2004
NC Division of Water Quality
Wetlands Unit
Attn: Mr. John Dorney
2321 Crabtree Boulevard, Ste 250
Raleigh, North Carolina 27604
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mike Shea
Mailing Address: c/o Shea Homes
7401 Carmel Executive Park, Suite 106
Charlotte, NC 28226
Telephone Number: 704 / 319-5000 Fax Number: 704 / 543-6327
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Christopher Huysman
Company Affiliation: Wetland and Natural Resource Consultants, Inc
Mailing Address: PO Box 224
Newton, NC 28658
Telephone Number: 828 / 465 3035 Fax Number: 828 / 465 3050
E-mail Address:[e-mail]
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Winding Walk Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3381/001
4. Location
County: Cabarrus Nearest Town: Wallace Crossroads
Subdivision name (include phase/lot number): Windingwalk Subdivision
Directions to site (include road numbers, landmarks, etc.): Take Highway 73 from I-77
go west on Hwy 73 to intersection with Harris Road. Go south on Harris Road and
property is located to the west of Harris Road at County Line
5. Site coordinates, if available (UTM or Lat/Long):35 24' 13.5" N and 80 45' 10.4" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 215 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Clarke Creek
8. River Basin: Yadkin River / Clarke Creek / Yadkin Class C index 13-17-4
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is approximately 40% forested with two utility line
ROWs. There are four minor streams, and three minor wetland polygons located on the site.
The site is bounded by agricultural, residential, and forest land.
10. Describe the overall project in detail, including the type of equipment to be used:
The project entails the development of a residential subdivision with significant open areas.
The site development plan requires that roadways cross wetlands and streams to access
highground No impacts are proposed in the 100 year floodplain Streams in open space
will be buffered.
11. Explain the purpose of the proposed work:
Work within Waters of the US is necessary to access high ground to develop the site.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
USACE delineation verification and signed survey October 17, 2003
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Impacts will result from the piping and filling of an unnamed tributaries to gain access to high
ground Two minor sewer crossings are needed to provide sanitary sewer for the project. Most
sewer is within roadways.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Impact Area 4 fill for road 0.024ac no 0 forested wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local tloodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://w,,vw.lcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., Geshwater/saitwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination ofisolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 1 acres
Total area of wetland impact proposed: 0.024 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Stream Impact 1 pipe for road 127.37 UT Clarke Creek 2 intermittent
Stream Impact 2 pipe for road 191.75 UT Clarke Creek 2 perennial
Stream Impact 3 pipe for road 146.56 UT Clarke Creek 2 intermittent
Stream Impact 4 pipe for road 84.73 UT Clarke Creek 2 perennial
Sewer Crossing 1 temporary sewer 20 UT Clarke Creek 2 perennial
Sewer 2 and 3 temporary sewer 40 (2@20) UT Clarke Creek 2 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
ww\v.usgs.,ov. Several internet sites also allow direct download and printing of USGS maps (e.g., wwwtopozone.com,
www.malquest.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 276.48 per / 273.93 int
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact
(if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
N/A
N/A
N/A
N/A
N/A
' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts reauired to access high ,;round. Impacts to verennial channels must occur as desit?ned
do to topographic constraints, property boundaries and local access requirements. Severe site
tonoaraphv results in wide crossing footprints; bottomless structures cannot be used because the
required over-fill exceeds design specifications.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state. nc.us/ncwet1ands/strmgide. html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Remaining Waters of the US will be preserved.
Buffers will be preserved adjacent to remaining regulated features within open space.
Deed notifications will be-placed on all lots within 50' of remaining Waters
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 277
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 733-508.3 to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone I extends out 3U feet perpendicular from near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Site incorporates a significant amount of openspace. Impervious area does not exceed 30%
215 acres of land with 40 acres in openspace and lots averaging 0.7 acres.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
City of Concord Sanitary sewer outfall
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
,atfl(tl tWCAA1,11 Hi Ml ?
Applicant/Agent's ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
FEB-03-03 12:51 AM FROM-SHEA HOMES TC4-E43-632T T-835 P 02/C2 :-357
fall-29-03 04:124 FKW-SKA HNS 704-648-632T T-B9b P.02/02 Fw308
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permbs m impact Weriands and Watrrs of the US that are regulared by die Clean Water Act
and the Rivers and Harbors Aix
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and Naturai Resource Comulurrm Inc safe
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lubmea5an trended for permit processing at the re/q?uest of the Corps or DWQ_
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Name: CORNELIUS Location: 035' 24' 13.3" N 080° 45' 10.1" W
Date: 323/2004 Caption: Shea Homes
Scale: 1 inch equals 2000 feet Winding Walk Subdivision
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Shea Harris Date: 121102
Applicant / Owner: Cox Creek Associates County: Cabarrus
Investigator: Huysman State: NC
Do normal circumstances exist on the site? Yes ? No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No ? Transect ID:
Is the area a potential problem area? Yes ? No ? Plot ID: 1000&8000
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Acer rubrum FAC tree 9. Lonicera japonica FAC- vine
2. Carex spp FACW herb 10.
3. Juncuss FACW herb 11.
4. Ce/tis occidentalis FACU tree 12.
5. Ulmus alata FACU tree 13.
6. Fraxinus pennsylvanica FACW tree 14.
7. Salix nigra OBL tree 15.
8. Platanus occidentalis FACW- tree 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ® Inundated
? Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: D Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: 2 (in.) Secondary Indicators:
® Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: Q in.) ® Water-Stained Leaves
D Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Poorly drained
Taxonomy (Subgroup): (We) Typic Fluva quents Confirm Mapped Type? Yes El No ?
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
00=8 Ag 10YR 5/3 / loam
8-12 Bq1 10YR 5/2 / loam

/

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
® Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No ?
Wetland Hydrology Present? Yes ® No ?
Hydric Soils Present? Yes ® No ?
Is the Sampling Point
Within a Wetland? Yes ® No ?
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Shea Harris Date: 121102
Applicant / Owner: Cox Creek Associates County: Cabarrus
Investigator: Huysman State: NC
Do normal circumstances exist on the site? Yes ® No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes ? No ® Plot ID:2000-2001
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Juncuss effusus FACW herb 9.
2. Carex spp FACW herb 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ® Inundated
® Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: 4 (in.) Secondary Indicators:
® Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: I? in.) ® Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Iredell Drainage Class: Somewhat poorly drained
Taxonomy (Subgroup): (Ir) Typic Hapludalfs Confirm Mapped Type? Yes ? No ?
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moistl Abundance/Contrast Structure, etc.
00=8 AP 10YR 3/1 / loam
8-12 Bt1 2.5YR 3/2 2.5YR 4/4 / clay loam

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
® Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No ?
Wetland Hydrology Present? Yes ® No ?
Hydric Soils Present? Yes ® No ?
Is the Sampling Point
Within a Wetland? Yes ? No ?
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Shea Harris Date: 121102
Applicant / Owner: Cox Creek Associates County: Cabarrus
Investigator: Huysman State: NC
Do normal circumstances exist on the site? Yes ® No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No (Z Transect ID:
Is the area a potential problem area? Yes ? No ® Plot 113:3000-3012
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Acer rubrum FAC tree 9.
2. Salix nigra OBL tree 10.
3. Juniperous vierginiana FACU- tree 11.
4. Ulmus americana FACW tree 12.
5. Smilax rotundifolia FAC vine 13.
6. Juncus effusus FACW herb 14.
7. Car-ex spp FACW herb 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). +80
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ® Inundated
? Saturated in Upper 12"
? No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: 0-10 (in.) Secondary Indicators:
® Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 0 Vin.) ® Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Poorly drained
Taxonomy (Subgroup): (We) Typic Fluva quents Confirm Mapped Type? Yes ? No ?
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(Inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
00=8 AD 10YR 5/3 / loam
8-12 Bwg1 10YR 5/2 10YR 4/4 /

/

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No ?
Wetland Hydrology Present? Yes ® No ?
Hydric Soils Present? Yes ® No ?
Is the Sampling Point
Within a Wetland? Yes ® No ?
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Shea Harris Date: 121102
Applicant / Owner: Cox Creek Associates County: Cabarrus
Investigator: Huysman State: NC
Do normal circumstances exist on the site? Yes ® No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:
Is the area a potential problem area? Yes ? No ® Plot ID:4000&5000
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Acer nlbrum FAC tree 9.
2. Salix nigra OBL tree 10.
3. Ulmus amen .cana FACW tree 11.
4. Ulmus alata FACU tree 12.
5. Carex spp FACW herb 13.
6. Juncuss effusus FACW herb 14.
7. Arundinaria gigantea FACW herb 15.
8. Smilax rotundifolia FAC vine 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). +90
Remarks:
HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ® Inundated
? Saturated in Upper 12"
® No Recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: 44=8 (in.) Secondary Indicators:
® Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: Q fn.) ® Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) ? FAC-Neutral Test
? Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee Drainage Class: Poorly drained
Taxonomy (Subgroup): (We) Typic Fluva quents Confirm Mapped Type? Yes E] No[-]
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
00=7 AAp 10YR 5/3 / loam
7-12 B 10YR 5/1 10YR 4/5 / loam

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
® Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
® Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No ?
Wetland Hydrology Present? Yes ® No ?
Hydric Soils Present? Yes ® No ?
Is the Sampling Point
Within a Wetland? Yes ? No ?
Remarks:
WN;t
i?°..' ?. raj K•
Wetland and Natural Resource
Consultants, Inc. '?%=-`•3
Ecosystem Enhancement Program
Attn: Mr_ Jason Guidry
320 West Jones Street
Raleigh, North Carolina 27603
March 24, 2004
Re: EEP Availability Request
Windingwalk Subdivision, Shea Homes
Yadkin River Basin, Cabarrus County, North Carolina
Mr. Guidry:
Wetland and Natural Resource Consultants, Inc. is requesting authorization for impacts to
jurisdictional Waters of the U.S. associated with the construction a residential subdivision in
Cabarrus County. The applicant is seeking authorization to impact 276 linear feet of stream
channels.
Please provide written confirmation that your program can accept up to 600 linear feet of stream
impacts in Yadkin Basin 03040105 County 025 as we are not certain of the final mitigation
requirements that will be imposed by the NC Division of Water Quality or the US Army Corps of
Engineers.
Please call with questions or to discuss the project in further detail.
Sincerely,
Chris Huysman
Copies
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Mr. Steve Chapin
151 Patton Ave, Rm. 208
Asheville, North Carolina 28801
NC Division of Water Quality
Wetlands Unit
Attn: Mr. John Dorney
2321 Crabtree Boulevard, Ste 250
Raleigh, North-Carolina 27604
Newton Office
PO Box 224
Newton, NC 28658
828-465-3035
828-465-3050 Fax
Clyde Office
wnrinc.com 217 Paragon Parkway, # 142
Clyde, NC 28721
828-627-0051
1 828-627-0052 Fax
WN1
Wetland and Natural Resource Consultants, Inc.
April 26, 2004
Mr. John Dorney
NC Division of Water Quality
401 Wetlands Certification Unit
2321 Crabtree Boulevard
Raleigh, NC 27604-2260
RE: Winding Walk Subdivision
DWQ # 04-0523
Mr. Dorney:
WETLANDS / ant GROUP
APR ?, 8 7004
WATER QUALI-I y SEC'T'ION
Per your request we have attached 7 copies of the site plan for the Winding Walk
Subdivision. The drawing shows as insets the road crossings; the impacts are measured
along the centerlines of the streams and include all impacts to the channel. The approved
wetland delineation is shown in magenta and it is clear from the layout that no lot fills are
required for the development. Common Open Space accounts for well over 50 acres of the
229 acre (9,975,240 square feet) development; the local requirement is that greater than
30% open space be maintained. The engineer has calculated that the site is 19.4 %
impervious based on 2000 square feet of impervious area on each lot:
• 926,000 square feet of impervious area within lots
658,517 square feet of pavement for roads
245,606 square feet of sidewalks
102,473 square feet of curb and gutter
--1,932,596 sqft of impervious / 9,975,240 sgft site = 19.4% impervious--
The Corps of Engineers made the stream determinations during the delineation approval.
And one copy of the approved map is included.
Please call or write with any additional concerns that you may have.
t regards,
Ile
(-,:
WTO
k Huysman
Newton Office Clyde Office
PO Box 224 wnrinc.com 217 Paragon Parkway, #142
Newton, NC 28658 Clyde, NC 28721
828-465-3035 828-627-0051
828-465-3050 Fax [phone] Fax
A LW-UYWA
ria
NCDENR
North Carolina Department of Environment and Natural Resources
kllc;,,ael r, Easle;-, 13overroi-
April 13, 2004
Chris Huysman
Wetland and Natural Resource Consultants, Inc.
P.O. Box 224
Newton, NC 28658
Subject: Project: Windingwalk Subdivision, Shea Homes
County: Cabarrus
'vVilliam G. Ross Jr.
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for stream impacts associated with the subject project. Please note that the decision by the NCEEP to
accept the mitigation requirements of this project does not assure that this payment will be approved by the U.S. Army
Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of the applicant to
contact these agencies to determine if payment to the NCEEP for impacts associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated March 24, 2004 the stream restoration that is necessary to
satisfy the compensatory mitigation requirements for this project is summarized in the following table. The maximum
amount of mitigation that the NCEEP will accept for this project is also indicated in this table.
Stream
(linear feet) Wetlands Riparian
(acres) Riparian Buffer
(ft2)
Impacts 600
Mitigation Maximum 1200
The stream mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404 Permit for
impacts associated with the subject project in Cataloging Unit 03040105 of the Yadkin River Basin. The mitigation will
be performed in accordance with the Memorandum of Understanding between the N.C. Department of Environment and
Natural Resources and the U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
g??'-r
Ronald E. Ferrell,
Director of Operations
cc: Cyndi Karoly, Wetlands/401 Unit
Steve Chapin, USACOE-Asheville
Allen Johnson, DENR Regional Office-Mooresville
File
NC DENR Ecosystem Enhancement Program One
1319 W.' Service Cenier. Raleigh. North Carolina 27699-1619 NorthCarolina
Fhcne: 919-733-8208 ',FAX: [phone] Internet: h2o.enr,state.nc.usi,vvrp vVatumlly
O? w A rFR Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
\O North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 8, 2004
DWQ # 04-0523
Cabarrus County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Shea Homes
Attn: Mike Shea
7401 Carmel Executive Park, Suite 106
Charlotte, NC 28226
Subject Property: Winding Walk Subdivision
Dear Mr. Shea:
On April 2, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill
wetlands or waters for the purpose of constructing a subdivision and installing sanitary sewer lines in Cabarrus County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the
DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin
to determine your projects' compliance with 15A NCAC 2H.0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site
plan. Please account for meanders and sinuosity of channels when calculating stream impacts.
2. Please indicate proposed lot layout as overlays on the site plan, so we can determine whether additional
stream or wetland impacts will be needed to develop this project.
3. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on
the site plan.
4. Please specify the percent of project imperiousness area based on the estimated built-out conditions.
5. Please provide a letter from Ecosystem Enhancement Program (EEP) showing acceptance of stream
mitigation.
6. Please discuss what criteria were used to determine if the streams are perennial or intermittent.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Chris Huysman, WNR, Post Office Box 224, Newton, NC 28658

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htip•//h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Sincerely,
DWQ# D` 65 a3? Date LP Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project. - `
k5e accnun o'r !i']?an?er5 no X51 y
15 1A) h r
d Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. Q? an
? Please show all wetland impacts including fill slopes on the site plan. C?la? hDi(`frl t ?? G?c?S
JJ '?
? Please indicate all buffer impacts on the site plan.
Please indicate proposed lot layout as overlays on the site plan.-_'o U-ye- wil," ,4P
? Please indicate the location of the protected buffers as overlays on the site plan. L?
CX Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage. 41-1
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
d Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation ? / ? I P co V 'Id e +-1 ?() M E ? f ? YJ O t/J 110 Q C(Ip-?} an C?-
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
C Ul S S l? Imo( (J'(1 I cif iC? U?"? U ?`-?' ? ?Q-?R1Y U? x-e 1 ?2 ? ?"y
¦ Complete Items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery Is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach 'this card to the back of the mailpiece,
or on The front If space permits.
to:
Shea Homes
7401 Carmel Executive Park, Suite 106
Charlotte, NC 28226
DWQ# 04-0523 - Cabarrus
A.
X
? Agent
B. Received by(Pr/nted Name) a of Dell
D. Is delivery address different from Item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
Certified Mail ? Express Mail
? Registered J14 Return Receipt for Merchandis
? Insured Mall ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
mansferfmmservice tat 7002 2410 0003 0275 4872
2S Form 38 T August 2001 Domestic Return Receipt 10259"2-M-169
UNITEC STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
Sender. Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Jif'lllilf?ti?ll "illl?li111111111111111$11 life 1II11IIIIIIIIII
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_ LINE TABLE
LINE BEAPoNG DISTANCE
8 _ 1~ 1 853°53'22 "E 63 48 L2 S70'OZ'49'E 80.83
0 ~ GRAPI-SIC SCALE L3 S66'DTSTE 16?.34
i ~ a, a;' den ~ Q, zoo a ioo 2oa aoo soo ~a pk, ~ - ?i,; 4 L 4 S66'D7 5T E 30 29
nth a - L5 N56 24 22'E 68.97
~ 'OO ~ o I ~ S~/2g0 ro~g ~ 16 848 58'01 'E 5717
p or U ~ ~ T~nf (1N FEET ) ~~0n ` ~ L7 871 '14'36'E ] 14.21 j sef
~ °oa 1 inch = 200 ft. '`~.Z} ~~k~r,~. ~ _ , , e k LB S7TiJ'36'~E 19.88 't n
O ~ ' ''`4'~ 1 V °X ~i, L 9 N09 46'14 "W 14.87 Mitch ~
~ iron C'// L10 N12'14'33"W 6418 SS ~ y~ ;r ~ 8j~~8 ~~l 0 ,%'1 00" ~ ~ '~~~te~/; L11 N13°°03'23°W 3751
N04~ fOVn \ Brian W. Brown q1 46„ d . 7 1401 E 2170/01 ~~j pr of
~ iron f 3 ~ ; ' °,oer ~~e L12 N19'Ol'03"W 112.59 'S~ N73°26'47°E ~ ~,u w~~`~:~' fy ek
N N06. , oUnd 0~ U3 N743100"W 132.32 4$5.54
6 2 ~ , 0 2 M3°26 47 E ~ SITE L14 N3436'16"W 9372 ~
~ 43818 SgS, ~ % ~ 9 02„ C%r°~ i ol" ~ l"~'Jr~l rr' ~ S! )(1 IrG~ ~7 / ' For ~0 ~ 5p.5~' ~ ` ~s
i L; JV , C E liih ~ ~ ' -'17~~~~\~` ~~8~/ ~h~prn
c .~j~ ~ Mifc sso 200, RAW heir ? 55 ,,1256 ~ 2162 C, Ni// S37'14'~8"E _ ,,562~C5 , ~3~ on . - i ? 'S ~ 1 ~i S73'26'47"W 50, ~ I
o P ~ ~ ~ ~ ~ 6 l 040 V06~, otn~ 840.97 fin, ~l
~ 23 82 2 ~~f ; _ , ~ ~ ~ , - ~ ~ ~ Od ~ i ne
45,62 it U S73°26'47"W 10 - ..ir°n ~ oa - - - _ ~ ~ ~ , fau ~ ; Ho~b~ 2147_ 605616.1407 1478316,598 CLD4116 ~
irons ?8g 2 ~~oun ~6~ ; e f 4 ,d ~'di~ ~ ' A~~~°_:~ , ~ ~ ~ : 6 °Ok~s 2149 605621.9357 1476327.033 CLD4124 ~ ~ 9
6~~ , ,.<,_.,_.,,585. ~ 4 E s'.~ 2150 605646.5975 1478231.178 CLD41312 / cP,', Hoary
~ , ~ \2 S8 VICINITY MAP , i o ~,,E ~ ~ 20~ ~ 2151 605865,317 1418163.016 CLD4146 ~ ~ e ~ ~ , / 48 /lg ~!~~~t~ 2152_ 6051112D5 1418191.412 CLD4158 ~
not fo scale •p~- ~ ~ , 'S/~ p~~i ~ .,,.5~ . ' ~ 7 ~ 21 605751.1183 1478182.474 CLD 416 7 I 53
3512/120 j e~ ~X 4, g2 , s ~I//~ 'S.~ ~h / ~ , T , ~ ~ „ 2154 _ 605779,4758 1418149,713 CLD fi00 ,
0-~'`' .toy` S 14, 2 ~ ~ ~ ~ s'S ~ 2155 605806287 1418127.013 CLD 6612 0 25 ~ q~
30~1~ .a 365 °cia it°n 2 ~2 ~E'S' fou ~,s ~ ~ 215 9~ nd %~o `~o~ I u~ ~ 2156 605815.07 1478121.336 CLD6023 n fou s~f~.
s. ~ o q << ~ o s _ cry C nd , ~ _ 2158 605759.5149 147814D.518 _ CLD 417 4 ~ 22'22-_, - 1.~ ~9 r a 3-: ~8g.85 2159 605183.1932 1478100.316 CLD4183
Rs, ~ 2241 60681fi.0039 1417044.609 CLD 100A 21 fog 1368-~5~~W ~ 2160 605617,3409 1478076.431 CLD 419
°f ~ s ~ 2242 606844.1293 1477010.973 CLD700A28 nd 863 4o P., " 2161 605850,0471 1418082.977 CLD4206 -
of - ira 2243 606865.4163 1476915.902 CLD700A29 3 ~ I; ~ 2162 6059042347 1478D55.34 CLD4215
n fOUnd 2244 606861.0269 1476947,629 CLD700A29 3 CO ~ cen 2163 605968.8424 1417907.318 CLD 422 4 X Ml N i t~rt~~0
2245 606863.3734 1476942.06 CLDIODA302 ~~S s pia of , 2164 606161.9666 1411928,577 CLD 108 3 O ~SS pert ~~a~k
2246 606880.937 1476904.762 CLD700A311 ~ 1~ OC~~ ~ ~ j~ y /i~~ 2165 fi06143,8406 1411934,278 CLD 7073 I 25 ~'S 2166 606126.678 1411901.895 CLD 106 3
a V~ 2279 606859,8392 1476812,756 800,CLD100AA2 Justin R, Rankin R 2276 606819,3291 1476777,fi31 BOO,CLD700AA5 N 62 ~ 1~g << 0 S C 2161 fi0fi109.1808 1477915.626 CLD 7055 I
ga 644/187 y(,~p~ ~ 2271 606837.092 1476781,81 500,CLDBND o Cris' 2S .677 1417900.144 CLD 5042 ~ 00 ~ 2168 606095 9
gds 2278 606852.0829 1476791.956 900,CLD700AA3 d se - _ 2169 606029.6368 1477896.515 CLD 503 3
~ 2248 606691.1374 1416854.633 CLD700A333 j ! 2170 606011.8287 1411911.642 GLD5023
-2247 6066795883 1416871.54 CLD700A322 2111 fi0fi006236 14779D5,086 CLD 7014 . - ' cn ; i 2172 6D5981.9475 1477899.005 .^,LD 70D 3
' ~ m 38 ~ ~ v, ~ 5~5a 15~~ ~ 2174 60fi151.133 1417746,722 WL8000 I
co , I ,N ~ ~ . ~ v ~ ~ 2175 606152,8546 1477739.779 WL8000
,O . _ I E l ' i = ~ ~5 , ; 21]6 606163,1514 1417739.111 WL8021
O Z ~ ~ ; A6 ~ ~ 2178 606139.164 1417745.488 CLD 100A8 N -
2119 fi06120,1714 1417157.662 CLDA73 i r.~ ~2 21 606079.5004 1471817.906 CLD 700A4
I ~~an 80 set 2181 606089.6872 1417834,953 CLD 700A6
, iron _ 2182 606080.7018 1477842.539 CLD 700A5 2
found 2183 606041.2664 1417853.429 GLD700A310
i 2184 606D00.9594 1471881.955 CLD 70DA2 3
2185 606007.736 1471888.656 CLD 7DOA1
j ~ _ 218fi 606169.0243 1477690.54 WL8001
Martha R. Lowery ~ 2187 606193.1191 1411675.443 WL8002 I " ~ ; rv 2188 606221.11 1417649.695 WL8003
514/175 I 2189 6D6227.fi146 1477620.961 WL8004 I
~ ~ ~ ~ 2190 6i1fi232,8321 1471619223 WL6010
- 1 2191 ,606241,4604 1411629,535 WL8012
Clal"KS ~,reeh Assoclate.~ Z _ ~ 1 606255.202 14176':9.984 WL8013 2 92
3381 X001 Tract 1 a ~ ~ _ 1; ' : ~ ~ ~ 2193 .606251.9883 1477605.744 WL8006 _ 2194 606248,9632 _ 1417598,139 WL8005_
` = ~ 192 560 Ac. es total ?195 ~ fi062C;R"'553 14?7595,4 W1,8~7?7
- 6.&2t'' Ades i^ Duke Power R%i°+' 2196 i ~162ti90853 ~ 14~7603~489 WLB~>08 - ~ Kok WL8 -t
~ ~ ~ ~ 185.738 Acres excl a a~~n a Duke Fo wer R W N J ~ Roy 0. Davis ~ i M,~~ qs _ 2197 606286.0894 1477577,468 _ 009
~ 516/011 , ~38~ sO~%ot,- ~ 2071 !6065749512 1479~~65t~ W~~3007 2198 ~ 606215,986 ~ 1477622,593 WL8014 I
~ ~.A ~ ~O~S s h - ^ ~ 2199 '606281.6953 1477635.725 WL8015 2072 6065152809 1479 ~9~ WL3008 2D73 606585.655 1479118.535 WL3009 2200 606270.4482 1411652.019 WL8016 ,
i ~ t 2201 6D6260.7251 1477681,948 WL8017 i ti 2074 606562.0141 1479139, 64 WL3010
~ ~ I o 2D75 6065652554 1479766.313 WL3011 2202 6D6240.4991 1477691.175 WL8018
~ 2203 606215.6205 1417719.091 WL8419 I ~ 2077 606520.0415 1479644,343 WL40004008
A \ Borbora R Davis 2078 606506.5495 ' 1479618,024 WL4001 2205 605534,3376 1471039,88 CLD ~2 3 END
\ 801/368 ~ 2D19 6f}6502.6905 1479592.997 WL4002 2206 605496.3414 1417055.616 CLD 440 5
i i 2080 606495.5348 1479588168 WL4003 2201 605535.7909 1417114.733 CLD 439 5 2081 606516.6732 1479555.658 WL4004 2208 6055fi8.6828 1471164.412 CLD 9012
~ o 2082 6D6535,7452 1479570~54G WL4005 2209 605568.619 1477130,473 CLD 900 2
~ ~l ~ ~ 2083 606528.461 ~ 1479596268 WL4006 2210 605555,1038 1471144,341 CLD 438 2
~ ,1 2084 6065111737 1479614.511 WL1001 2211 605552,0844 1471179,648 CLD 437 4
~ ~ Dou los M. Nowell , it°n 9 f°un 2085 606539.0934 1479500.654 WL5000 2212 605511.0504 1417223,646 CLD 4364
615/151 d ; 2086 fi065515215 '.1419503344 WL5001 2213 605608.3653 1477303241 CLD 4354
~ N o ~ Co 2087 606562,4483 1479490.49 WL5002 2215 6056572691 147735fi,57 CLD 434 3 2088 6065631962 ' 1479465.17 WL5003 2216 605fi78.5101 1477367.432 CLD 433 3
~ ~ ~~6 ~ 2089 606565.885 1479452.756 WL5004 2217 605708.5428 1471383.971 CLD 432 3
2090 6065493881 1479467247 WL5005 2218 605130.412fi 1477405.314 CLD 4315
r 0 r7 \ f0u7d ' 'r~~ s~ ~ 2091 606537,3013 1479442.498 CL2003 2219 605745.3186 1477447.916 CLD 4305
\ ~ ' ~ ~ % ~~J. ~ ~ 2092 6065384841 i 1419406 D44 CL2013 2220 605713,8496 1411492.fi12 CLD 429 6
~ D 6 i N8 2093 606554,4329 ~ 1479392889 CL202 2 2221 605795,186 1471569,461 CLD 428 5 " ' 1479386,069 CL2033 2222 605B34,180fi 1477656.998 CLD4214 - 2094 6065782046
~ ~ ~ . 2~; 912'1q~r 2095 606587,0502 1479371834 CL2043 2223 605865.69 1477639.079 CLD 4265
~ 8g . 2096 6065784548 1479364,968 CL205 3 2224 605816.5902 1477694241 CLD 426 4
6065822031 1479355251 CL2063END 2225 605894,0345 1417729.192 CLD4255 2097
~ ~ ~ ira . 2226 605914,6862 1411164,644 CLD 424 6 2119 648361.4894 1479375.951 WL1000
~ n faun d Joyce R. 8rodham ~ - N56'18'45°W \ ~ ~~0, 2120 608355,4156 1479369.169 WL1009 2227 605719.9161 1477477.897 CLD 800 0 ~5 ; 2121 608350.1463 1479335.753 WL1008 2228 605762,7364 1417452,356 CLD8012
510j 1 SS 2 78.19 ~ . - 2~~
15.082 Acres (Total) o/ r 2122 6D8341.9081 1419316,988 WL1001 1229 605767,6612 1411429.763 CLD 802 2 2123 6083096195 1419316,151 WL1006 2230 605761.7982 1477419.686 CLD 803 2
N58'57'30"W 14..351 Acres (100' R/W) 121.40 ~ ~ 3"W Rhein Highland Creek, LLC 2124 608300,9107 1479300.194 WL1005 2231 605777.2301 1477362.331 CLD 804 2
12~-8~ ~ ~9~~5 3580/296 384 5987.2464 477076.5653 813 2 2125 608285.14 1479257.403 WL1004 2232 605782.6149 1471315.fi19 CLD 805 2
ti ~ % S5 S ~`i~ i 385 060291029, 477044.3869 814.? 2126 6082865693 1479221.122 WL1003 2233 605784.7362 1411286.191 CLD 8062
2~ 386 6043.4513 477419.8435 815 ? 2127 6063445959 1479273.702 WL1002 2234 605811,355 1477262,693 CLD 8012
OSa; 5,~~~' ~l ~ - 2280 606591.76 1479334.95 CLD 2307_ a~ N, m D 2307 606307392 1477523.33 CLD 387 6088.0361 477021.8623 816 i 2128 6083616593 1479325.529 WL1001 2235 605832.738 1471239.225 CLDBD82
2281 606602,585 147931fi,6 CLD 2308 ~ - o - 2282 606627.597 1479295.9 CLD 2309 D _2308 606337,937 147751621 CLD 2054 606669.3124 1480026469 CL10110 2129 6048575311 1478479.902 CLD 505 4 2236 605858.8001 1417209.811 CLD 809 2 D 2309 606355.656 1477508.52 CLD 2055 666687.8602 1479996205 CL104 2 2130 6048872344 1418476.238 CLD 4D4 4 2237 605854.2364 1477179,14 r,LD 810 2
- CURVE RADIUS LENGTH CHARD BEARING DES TA ~ z A ~ 2283 606635.836 1479257.57 CLD 2310 D 2310 606361.747 1477503,16 _ CLD 2056 6066742207 1479985372 CL105 3 2131 604907,7447 1418542232 CLD 503 3 2238 605895.7575 1477128.768 CLD 8112
7 N56°33'1 'W 37°87'85" ,5~~ ~ ~ 631.622 1479229.05 CLD 2311 CI 488 4 315.59 310.00 6 , 9 . , ~ ,gran 2284 606 D 2311 606365.185 1477481,82 CLD 2051 606664,8969 1480012035 WL20(~ 2132 6049678042 1478516,06 CLD 502 3 2239 605954.6221 1417103.616 CLD 812 6 END
v ~ ~ fo 2285 fi06679.474 1479166.92 CLD 2312 ~ C2 978,09 156,81 156,04 N48°00'59"W 090901" `'nd D 2312 606394.559 1477465,09 CLD 2058 606665.1244 1480001.669 WL 2Di11 2133 604966,5001 1478602714 CLD 5D13 2241 606816.0039 1471044.609 CLD 700A 27
~ ~ C3 978.09 50.65 50.64 N54°04'30"W 08°58'00° ~ ~ ~ Thomas A. Rankin 2286 fi06695,843 1479160.05 CLD 2313 D 2313 606428,257 1477464,7 CLD 2059 666656.5642 1419899.507 CL1064 2134 604980.7611 1418642,058 INT500+4004 2242 606844.1293 1417010.973_ CLD700A28
~ ~ n 2314 489/566 2287 606121.912 1479173,58 CLD D 2314 606455.225 1477450.4 CLD 20fi0 606658.7444 1419866.423 CL107 8 2135 604975,487 1478658.062 CLD 400 5 2243 606865,4163 1476975.902 CLD700A29 3 D 2315 606469.327 1417434.47 CLD 2061 606630,0122 1479633,494 CL1081 2136 6050800142 1478639,066 CLD 4016 2244 6068fi1,0269 1416947,629 CLD100A293
~ ~ Ares Total 2288 606753.291 1479158.04 CLD 2315 c 17.098 c ( ) LD 21 N ~ 2289 606776.689 1479129.32 C 3 6 D 2316 606511821 1477403.19 CLD 2D62 606606.6549 1479826,957 CL109 2 2138 6051958018 1418669.868 CLD 403 8 2245 606863.3134 1476942.06 CLD 70DA30 2
~ ~ 95.781 Acres (100 R/W) r. i ~~1Z ~ 2290 606787,402 1419(186.58 CLD 2317 D 2317 606525,fi74 1477398,96 CLD 2063 606587.0924 1479805.644 WL3012 2139 605287,7908 1478584.058 CLD4035 2266 606239.9428 1477952.845 CLD 7102
This cerbfes that this copy of this plat rdentrhes as waters and wetlands all areas , ~ 2291 606783.137 1479047.5 CLD 2318 ~ D 2318 606533,61 1411393,64 CLD 2064 606581.6155 1479807.312 WL30(D 2140 605308.699 1478567.198 CLD 404 6 2267 606190.8812 1471939,896 CLD 709 2
m of waters and wetlands regulated pursuant to Section 404 of the Clean Water Act `h ~o 2292 606781.463 1479028.43 CLD 2319 ~ W D 2319 606548,849 1417314,98 CLD 2065 606564.3373 1479787.096 WL30C1 2141 6053026738 1478529.203 CLD 405 7 2268 606160,6336 1477932,113 CLD 708 3
os determined b the undersi n n hi dat nl h r i h n in ~ s 2293 6793.225 1479001.1 CLD _ 2320 ~ y qed o t s e. U ess t ee s o c o ge the low, o D _ 2320 606580.93 1477326.48 CLD 2066 606559.9701 1479160,393 WL3002 2142 605338.905 1418489,901 ClD 406 B 2269 606144.9297 1471930.853 CLD 107 2
c ` 2294 606619.768 "476989.9 CLD 2321 ~ ~ or our published regulations, this determination may be relied on for o period not o., ~ \ , ~ , 2295 606832.144 1478980.75 CLD 2322 D 2321 606602.464 1477302.81 CLD 2067 606553,8904 1479735.676 WL30C3 2143 605352,7413 1478447355 CLD 407 8 2272 606956.7917 1478793.363 CLD 305 4 D 2322 606647,OD7 1477264,59 CLD 2068 6065692831 1479133.147 WL3004 2144 605456.3872 1478427312 CLD 408 6 2213 606946.64 1478605,656 CLD 3041
to exceed five years from Phis date. This determ~hafion was made utilizing the ~ 2296 606836.451 1478958.37 CLD 2323 D 2323 606682.363 147723725 CLD 2069 606568.1777 1479722.fi91 WL3005 2145 605504.7349 1478380.038 CLD 409 4 2214 6069532168 1478849,041 _CLD 303 3
e 1987 Cor s of En ineers Wetland Delinea ion Manual. " 2297 606860.307 1478945.5 CLD 2324 ~ P 9 t , D 2324 606695.26 141122274 CLD 2070 606553,5061 1419108.08 WL30G6 2146 605526.0854 ..1478340341. _CLD 410 4 2215 606938.0931 1418862.881 CLD 302 2
~ ~ 2299 606871.646 ;478943.2 CLD 2325 D 2325 606725.022 1417202.66 CLD
t ;l~ 2299 606881,627 1478934.33 CLD 2326 D 2326 60fi734,185 147720278 CLD I,
M US. Army Corps of Engineers Representative m 2300 606885,111 1478924,52 CLD 2321 D 2321 606768.668 1477165.49 CLD ~
2301 606886.228 1476900.1 CLD 2328 o ' ~ ~ D 2328 606776.334 1477163,94. CLD ~ it ~ ~ y ~i r ~ _ ~j ~ . l,r i l
_ r;no _ 2302 606901,338 1,78887.95 CLD 2329 D 2329 606771.828 147714022 _ CLD i~,~ ~I ~ I
%o 2303 606910.322 1478876.92 CLD 2330 D 2330 606774.373 1477129.41 CLD
E 2 ,`g ~6 2304 606305203 1417556.15 CLD 2331 D 1331 606780.303 1477117.62 CLD i
m Date CO 2305 606311.356 1477542,3 CLD 2332 CLD D 2332 606798.55 1477103.74
a 2306 606304,184 1411533.59 CLD 2333 40 D 2333 606809246 1477013,95 CLD
~ ~0 `W~ 1 f0~n
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~N , ~ r. , id, 1 7 . _ x$11,4 -.,f AT
i.e; ~ , ; !N;a" L4~1 itl~ iur ~1! t h _ ~ 1
_ _

/ f l EV. s43.7~~~ a~; ~ STA 6+87.64 ~ \ ~ ' -
~ ,rrs ~ j i G
,t n.~ 3ti7.86 yyr 0 '`U IGfS'.T: 0.00 R 8+0p ~ ~
~ ~ ~ pE 7141• ~ ,v ~ i I i p75 A - DCB225 141 )9 ~ 1 % ~ ! ~ I w A 5+45.86
1 Ir F;`. P- ~a„ wU I'ISI,t 1 5.l {R iA J \t,RB I-Ilk 4i 11 RE ~PRF U1 t~ i7i h}. ~ • 1 ~`~b t R. X11 MIIC-54 ~ 35°• ~ _ ~ I \
PI)1, FIi Rft ~i{1 1 u..l S 4i U)` ,!1'i::»f}i 11~ v I t\C PE.II?.~.„III I}I}. ,r,ii4 I 1 6 ~ x i'' b o"srA s+o1.2o k ~ o ~ ~
/ .~I IPI I. ~I IfI,~ ~f, it(1_„ ,k u11,1 Ut. - •.~J I.~~FDD UI 6L Pn~~LR NI(.Hfu ~l tsi;! h s ~b0 ~ 1 O ~ `
LI,E C LL~Ra~IL,IL ICI RF,It~ I~ fl~F L EY. k.~ `l d iHV ul~imN (~LL aHa,(L I nut. gRflfuk n~u Il ~.-r'J7 5fk x+5'1.80 ~a '~I y::- ~'a "OFFSET: DAO R ~ ~ ~ ~ xJ ~ > STA `~+46.22 ~
ie YHI.\111{:1, IREf5 alD tlfll,H I l1 NElHIYF1.U ~ ~111H~i 1.Y.I14R0,1 ~fTL.\OBLHVI~(;~I.I(i~~il)- ,xr'" s, i 1 ~ ~ ~ x ~ S ~ / 1'~ I
1~1 TI,~1TN. 11 fl ~ti F: ?0'BL FPF.R PROTECTIU, N I I II 1 RF f f 1 Y1 I3 +.NRII R 1~SI 11 I ED. CONTACT ~ e:~ Q d~ ~ i
l I)thf i'DU I:N it 11 ,ti 111 {~,t1~ 11 t-~N':i,~1. y c ~ `~o ~ ~ ~ I ~I r s ti k ~
Cbzzoc~, ~aF~~. a ~ / ! F ~ S A +34.44 ~+0~' t
. ~
1'liY ,_'`'~i %;.i~ic ^
DEEL' ~yJ ~ ~ ' _ e
j! / ALL E%ISITNO UTILIITFS TO INCLUDE. METER / I BO%, TELEPHONE PADS, TELEPHONE LDIES, ' 223 s --~-`i1G PT. 2+76.51 l ~ ' ELEV. 55.22
LTC. THAT ARE M PROPOSED ROAD ANT) ~ TURN LANES TO BE RELOCATED OUTSIDE 4 f LRAITS OP ROADWAY. C0ITIRACTOR 1S 7Y1
DMATE WITH EXISTMG UTILITY 8? r ~ CWR I ~ I PROVIDP.RS FOR RELOCATION LOCATIONS. ~ t\ i , \ r~F z ~ 5.72
1' ! g 0 i/ CL s~, ~ J~,F 1 ~ ~ - ~ '
r`- ~ / .Q, ~i _ ~`iFSEi~ Q0. a ~9. X) ~0• ~ 4+~ ST 13+86.66 - 0 , 811 7+6.02 ~
0 1 ~An a'~' MHC-59 ~ Ai ~ _ 41,}0 M 1~,i ti ~i1HC~~1,~ sr,~ 7+n.7s .4 STA 2t~, 08 k n 'j -~--~-uFSEr: aao~ l
. - _ ';9141 7 a 9 U a
• ~ - - - - ~ ~ 1~~' 1 4 f v~ ceu2 wag, ~ TA 12+46.64 x Ja-36 o
! _ - , ii143 08214 ~ 6
/ U ti ~ ~ . _ ~ CIIn , _ _ _ _ ~ ',TA 1,+36.65 5 ~ Je2n / , yx x~ ~ ~ 1
ELEV. 693.57 - -f ~ ~ o ~ 08212 ce14a 0821; ~ A ~
0 U~~ ~r ~ r- p a sr x 1 0 'hrIIkIC-49 ~r.
I i A~ rt - i ``moo ~ \ k1 \v, h STA~7+-3~'+hOf~nA ~Q X0~ 'L~ ~ h . .aft' X~ 'f4, CBLi~ '('a'
' ~ f ~r ~ i,~?I, LvI~. apt Th ~Itrai m ~ , • , , ,I,,,, ;FnT, - jl HIGH PT. 54+57.11 r k,.r:, o , x.,T o;u to ~ _ o . ~C~ ?~i. ~ \~j r.4. ~ 4. xpa
/ j _ ,-,.+~~,,.f 1 k1111 ELEV. /18.03-~ ~ I M STANIID.11 arFS~R aao i ~ 1 i, I+.~ I r .M1Ni.-~ t V,"f N.I l 11()`. 7 n n A r~ , nA saea w.ar 0~,/ ~~9 ~ C9139g, Tk H+7?.}S ter: aao ~ 4~ QC; Q ' a ~ ~ r~i10 w.ar 6 x 1? ~ ~ ~ax~i / ~ ~ ~ ? ,
• f I wF. C\UHL r• _ I J % . ~ r1~ M arsr: o.l+~' `_-eao--f=---' ~ ~ ax0i •41 I ~1 f 1„I, ~1, f f I,1 I ,1„ , :;,,4 STA 27~~99:07~_ ~ ~ t p~ ~,~2H ~ ~ ~ \ ~ ~ 10+27.91 ~.i ' ~x~ i
~ 1 il,f: t Lt. iRt„ I ,tt ~?t I:E.,iF, 5I t Y YLL. E, -21-2002 1 ~ / / 1FAF Pl1~~FR 1\B ~ ~ / + IuwlriPn+~U+PRIFIa,BIt ~i~~00 ~ MH c5t;7 Teo-~"~~ / 8 0 ~ ~ D ~ 5. ~a~~~o r _s ~ o TfIE MI~I,IIV(IEd R,?(T.I ltll .R_ -Re(~u late 27400 53 ~ 18 yJ~ 94 ~ ~ `T ti~ MHC<35 ~ ~ /
~Y ~ ,uroB-.cBlPrer, Non 9 / y 26+00 5. +(If~ r,; n~ A 241%l'g,I~ 0+ su ara~sr l . IRU41D..1. IRPk,.,,1)RRl ~ l , ZS+OQ t ' ^k ~ I .3 . ^„E?119A B~4 ' n~n~^ ~ _ ~I~90.671I O+Oq a~,r05~6 HB-. §4L 11 is 4i.,. 12 ~VI?uI'~.' JOI, RaJVG AIIn,1'D. a.~ ~a ~ 5n - t~ ~ HB-39 ~ ~ ~ ~ 15~E ~0 8`ao ~,c ~ ~0 ,a ; A 17+78.77 " , 5 ,6 /
d ,L~ a~E k~ . , , . ~ ~Qt'111 f Ohd 1 RL~..IC~t JT!AL ;,01_ _ ao da+l ,n A 1 ~ ,I„ 1 J vicen7 22+0o dR +_llf1~~ ~ H~ i 2b4 A9k~ ~6 z,5 , i T ,F ~ 0.57 X ; ° ka~1.
_ CH126~ ~ + 5692 1 ' ~~IO I t . 9 ' STA 9 CF158 `Y~ 95.46 . 70B c ` ocstis ~ _ cs!t2a STA 1, r'~ a ,,c~ P~ r` celse ~ H~ O ~ . 1j a9
/ x STA 13+ v + N a p ~ ~ ; ® MHB-19 rn csst:l 6107.82 ~ - t~ / ^~kk ° -l~i`~ g i ° ° 4 -
~ ~ ~ II ~~f±2~ cslz+
~ / / rut I / / ,~n - .s ceti~ a ~ 't s '~q STA 9+~.32 ~S ~ ~ 6 , i
I a ' ~ o ~ . O A ~hOC678 I ~ !i / 1A e ~ ~H P.T..,+74,:'lti
~ ? ~ .Q ~ ~ ce1s,+ 1 ~ -``~5i- , ~ ELtV. 647.4, l \st
a. G HIGH P T 45+95.., i ,S7 ~x ~ ~.r _ - ~ J • ~ b . as• ~I ~ /
/ r , . ocsit+ ocstta ELEV: I! 3.75 d' m n ELE 693.95 \ a ^ A ~ x , ,'(dHB,C-48 rte-
1 ; •STA 11+92.26 . / MHB-18 ~ DCnI2 _ Ci".4:f25 ~ _ r 15G `~%dr, ~ TA ~+14.12 r ~ l _ S -
~ ,D~ - ~ ~;~a -PT_I,~?t 52 - q~ ? ~ f ~ { `C,_ .fir W , , ~
~ ~ nf~137 - y, AREA
• : ~ ~ - o STA 2~2~,51 /i ~ ~ r. LOv~ PT. 10~ 79.74 ~`V ~J
~q,^~ ~ ~ t`pC ~ \ ~ MHB-~6 FLY. m 6.. ,e , soh Op ce1~3 ~ Ocn,s1 127.35 ft. - STREAM/UNIMPORTANT/NOT MITIGATABLE ~ ' x" ~ F X47 ~ 5+73.82 ~ ~ 0 ac. - WETLANDS
/ 1 c rr S/'. ~ /1' e- ~ I ~ T ~r! MH 50 ~ 6~i35 • ~ ~ ~
i ~ ,,F 2,;, S n h~ 3 MHB-44 T. ~ ~ r o a ~V ~ iC, ~ ~ C`r i ~ ~ ,1 ~ ~'f A
~~f;°~~ , . ",:Y-~ Op~7 _ '~C 'S((~~' LOvV Pr. 6+48.s16 + -;,N o~TiA`2+88.61 8t ~ ~ ~ ~ ~ S STA 6+42.91 (01110) r>=s12a 5 ~ HB,C°34 ~ 191.75 ft. - STREAM IMPORTANT MITIGATABLE
~ kkiN, ce66. `t9/sA~', ~~~Y. 708.93 _ ~j HB-25 ,~.f i ~ ~ 'cC~, _ U ~ ;,y~~ STAS.acn ~3 f~ / ~ ~a ° er- -1-'~"' 0 ac. WETLANDS axe- . ti~~1 J / e' ~ ~ J
T ~ ces6s y . , F XO STA z+fis.n ~ ~ ~ , ' . % ~ ~v~. S + avT~T: o.fia rt - STA 2+41.66 8h o i nF H ~ ' , o ~.1W PT. 1+24.75 ~ -
~ fl ~ u;,5 ce76 HB-24 a ~ / ~ T o I ~ a't~ cstts ~ `f2, r_IrV.642.81 E I~V~~- ~ Q Yj ; %,h' a '
PARKiivG S8 OkpO rl' ~j ' 0 ~C• A,T ANY neN`~~ 1-^I .1 ~I~~-~.a~-."off C . ~ ^~~XO~o ~ ~ ~ ) 6 ft. - STREAM UNIMPORTANT NOT MITIGATABLE ~ ; 146.5 / / ~ 'P ~ ~j•; qP' _~r '.R' 0 ac. - WETLANDS
tJ r t. X~ r - F ~x c, 5 »FfB,C-33 . `~Q °o STA 4+93.49 . _ _ , ~
, a o+v t ~ o s~ ;j ~ MHB-45 ~ lv, ~ ~
, ~ ~ ~ ~ STA 4+45.24 ~ ~ ~ ~b~• 'r ~y , ~ I - STREAM IMPORTANT MITIGATABLE m I. ~ ,84.73 ft.
, O ~ 1 ,°Pw~& ~7 ~ MHB-47 FES7 ~ ~ % v~~F<'' ~ .024 ac. - WETLANDS ~
, _ ~ - ` -rx'~56~ IvU ~"I~n n ~ ~ ~ ~ N ~ ~`x _ ~ 0.,'869 ONTO •~~,3,,~j':_:. ; BYU H I Y TIMI' , J X . ~ ~ 24, F Q i, x°o $ jj
~ - ~ r b ~ ~ ~ 9e ~~-HIGH PT. 4+12.14 ~ _ ~ ~ ~4 __._,.N-.-- i 0+~ V. 703:86 , -
I t+25 ~ r~°~ 3+37.08 LON Pfi. ~ , .,1~ ~ + ~ ~ 276.48 ft. - STREAM IMPORTANT tdiT1GATABLE
8 ax 't~`~ I -23 ELEV i 15 ~ `b ~ ~ ao'~oL ,Q ~---HIGH PT. 6+69.6 c7 + m ELEV. 704.49 X ~ c `~'s. g~ ~ _ ~ ~ .024 ac. - WETLANDS
TA 11+59.Od s, r T ~ 56.97 ` G + HA-37 ~16 - ro •STA 6+27.41 ~ sES. , ~ T OQ, T 273.91 ft. - STREAM/UNIMPORTANT/NOT MITIGATABLE 'c ~ ~ x`152 Q~ r
~ ~ C696 MHB-22 S TO MCLUDE e7ETER ~ B/Q / ~ ,TELEPHONE LRJES, 1 r~~ C~ 1`
~B 'OSED ROAD AND xC?n ~ ~ ~ rp ,OCATED OUTSIDE ~ ,Q ~'a~ / STA 1 ^ 8.83 ~ LOw a i 2B+15.04 _
CONTRACTOR IS TO } ~ B+ . / / IH: 2R isT~c uTV.iTV o A a ~ X00' ~ -tsrgr: an e -t'tstr:ane ~ oo p E_., t~:9.34 aj 151 , + ~ -
:ATION LOCATIONS. w ~ , 1il' , i,, ` ~1 ass 0 ~ ~ d 14g 1~ ~ ~
>k q4` ~ / ~ .''w; STA 1+f STA 1+SA 3 ' ' 5.10 O+CO' ~ - roSTA ~ ) ~ . iM~;•~ srx,+sam ~ _ cat -32 'i ,
STA 10+19.45 A ~ ~ ~A d `~5 , -36 ~ 1 Z ~ ~ 1 r--- 'o ~ sip ZB+84~ 1 --11FFSET: o.oa a o.m a -
MHA ~~~~T ARtA _ , t o g ~ ~ w • ~~i,: • . ,i STA. 0+71.50
4i x 1 0 'x ''r° ~ - C6a6,. 1~ O n tx d' i 1Y O Q ~ , j oca+4s~-s`~y~?n=1 M B,C 2
. ~ , ;~94 , ~ STA ~+25.00 1 a2 STA+ 1+ 0 ~ ~ ~ -21 - s,a / MHB % , ;7d36A s' 1 0 4 0+0 4 x _ ~s?, STA+ 1+13.74 ~ a f v B~ 1a + ~ ~JS~
4.9 f,,, -44 f ~,g z pa. ~ y~:~ ~ I ~ 4.36 }11 k• TA 0+00 1 ~ i1 ~ ~B C-26 f ~ \ ~ 1 HDNL3 1~'~ri a N
HIGH PT. 3+63 / ,9 ~ B-15 Ct?93 ~S1 ~ STA N-B:N~ ~ /~7 T \ ~ Z LL. ~ N ELEV. 721.65 - ~ x~ ~ arFSr: ua ~ ces ~ P ~ r^ n, . ~ - I - -x ~ ~ N~ 1j61 ~ b
1' j~ ~ q " J . x t I:H~ i ~ s2 x S x n ~1, 1'> p _ Rl)/~U _ r _ " + - ENERGY AtOR ,
i S J r' cR STA2~•46a, o o C x.44 ~ , ~ 1 -~+00) I ~ ~ STA 3+47.62 - - 1 ~ )+oo ~ s+ao +-10 cs1s3 +
~i / 3Y' O~ - ~ i CP \ D' rrII ' 1 ~ b .o ~.u MHB,C-28 ,°`~,~~~t~ CP a~ .3 ,N~ S85>) 4s E ~ i-()L ~ o•::.:: <!ne>~ c~ J~• ,t
~J f z ~ T 3 6.81 MHB- 4 i ~ ci~tp~a ~ 119.13' (\r ~ 23 .14 2+00 25} STA~y~, f~~-OD) \ ~ \ ~ i ~ " 08166 n ~ Dp 1 ~l~rQ~"'.T~.y_.._ ~ ° ~ `~°`°t `
,t o`~t,`;n°, STA a.+ 4 +00)..: eels? ~ ss3'4s'1s' 26+pr,c •1 4 ~ ~ ` w ~ - ~ OW P . +91.2 ~ t ° 'j ~ O 431. I ~ 4 ~ ~a ~ A2 MHC- -oFFhr: ono + ~ 610).112 lF 6' PV(: ~ ~ CB . - ' j 28+~ z ~ t 632. ° . ° ° ,.°4
1 cbd!; % ~N' ~ ~ .,rA~w ' ~ ~ wu & 1&STA~1t~Y2 T ~ ~ ~ t, ~t , -~0 7 N from) 06162 f ,~~E i ~ MHB,C-34 0'` ~ `o
• ,"~A ~ L ' ~ ~ x STA 99.77 I .,:Y',7 ;~x ,'cry, ~ Lk ~ " C)~ ~ ~ MHC- s.o t ; 4`a~°'' STA 99.7 ce16~ ~ i o° ~ t ° ~ MHC- 4 II 1 S B74 Ni X `e~,a °,'t.,
°0 6+86.11 0+00 ~ ~ti,, , ; ~ ~ " se?. 0 u ~ ~ + col \ ``t ~
. ,.,h ?fin ~k CH9f N i0 1 ~ k~ I F' 8 ~ ~ cans NI '~O '~"e a ~ ~'r'
~ 6 A ..ens ,q q, „ ~ ~ ~ 'Q , ,>ga~A ~ ~9a A ~ I ' ST J+~5.82 •y ~ X $STA 5+55.39 (0+ .I p O t N h. o ~}iB,C-29 r
u % b ~ `v M <21 O N + '1 I11 '6 1 T m ~ 1
~x "x 1 X58.5 ~ i ^ • 5 C~ ~ al ~ I - ~ ~ ~ ~ i
h ~,Q' OFFSET: ri,.' W° x STA 1 +90.88 r~ ~ _
'S F PT F, 41.3.. ~ . i6+ - 'H H~ a, ~ w , ¢ ~ c.1 . tae °ato~~` ~ EE 704. , 3 ~1.3. MHC-42 ~ _ a $ pp
~ ~ .F~~ 0 ~ tS - Ivt ~ , ,i ~~s~ STA 1+33.05
~ ~ A +20.29 °y _ ti s ~ e _ .61 C-60 3,0° ) ~ g STA 2+03 ~ cec~l ~ + IAPIt~39 o
HA~~ ce;c2 ~ ~ M ~ ~ ~ ~ ~ w.ar '6'~ s"~ , , tr ~ Dc S~. TFbc~28.03 (0+~) ~ ..er' \p N -~J k(, c ~ ~ ~
~cS t ! ~ „9a M~ ~n IoFFSEV i ,c - ~
I ~ 9A04ti / l.L'4J CXO ~g.. y ~x ~ 5 ?n Frt~ k` O' ,~5~ \ , p ~ ~ o o =
~9 ce~o ~ 0 - F,~ ' ~ 1+~ c cntot ~7_ 5 A ~ ~ S~A ±30.80 0~~,4~77.34 Siq ~ ~ ~J kp \ C33'~ .h ~ m o
I A~ ~ ~ o~ i MHQ'20 °MH'~- v , a 0., i i Q ~ } ~ ` 08177 ? Oa ~ 0 ° + '
f~ ~ Oifwh xp0 ~ ~ - _ STA 2+~9:~-
0 l g ~{°F~ 9'8a1 ~ ~ ~ & ZSTA ~~+21.0 (0+ cetos k0 ` > x ~ ~ cBto4 - ~ -30 , ~n ~ ~k A 3+61.09 MHC-61
O_ rv 874.57 ~ ~ t J j S
. 64 . 1 ~ xOp p I~ ~T~ .r17.6 g , c~ ~xp ~~3 ~ H .687.22 c,,~+
~ 0 h x~ n ` i0," i ~ 3ry n h ?J 3 . ~ ~~fi ~ -HIGH PT. 2284.54 x
~ ~4i :~39 ) ~ ~ xo0 ~h ,~h1 69g STA 3+75.~ ~ p ~ ti~ ELEV. 656-3~ p tiw p STA 3+75.2 ~ ti3~ ~1 r
HIGH PT. 5+42.43 O _ E a; _0`~~;~'' f. 13+74 ,1 STA 4+02 43 '4 o MHC-18 LEV. 727.53 - MHC-18 ~
~ ~ 876 SrA 1+37.32 -g ~ MHA~+4, 0 2+ '~-1Z 4 5 - ~ ~ ~ ! t c S A O+S6 i1 ~ MF N, ,B y ° ~ t• HA X31 „ ~ - 5. ~ tot. ' o ~ ~ . ~ A ~ celao - 8 ~ k~ o a 6 ,
•3 ~ STA 4+22.87 ~ 59 p Ux ~ G3179 X MHC-62 '
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