20030037 Ver 1_COMPLETE FILE_20030114

f
YARBROUGH-WILLIAMS & HOULE.' INC.
Planning • Surveying • Engineering
WERANDS 1401 GROUP
November 11, 2003
NOV 1, 2 2003
Neigh. PCoaurrolinaa - NCDENR WATER QUALI lY SECTION
Suite 250
7604
Mr. Todd St. John
Division of Water Quality- NCDENR
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Re: The Palisades South
Mecklenburg County
Stormwater Management Condition
DWQ# 03-0037
Dear Mr. St. John:
I appreciated the opportunity to meet with you and Len Rindner on October 30, 2003 to review the referenced
project. Based on your comments, we have prepared the attached revision for your review to replace the "
stormwater management condition of the 401 Water Quality Certification for The Palisades South.
If you should have any questions or need further information as part of your review, please feel free to give me a
call.
S' Ad
H 11 E.
t?
St John 1tr NCDENR 11. 11.03'
MAH/ir
730 Windsor Oak Court • Charlotte, North Carolina 28273 0 704.556.1990 • fax [phone]
Michael F. Easley, Govemor
OF ATF? William G. Ross Jr., Secretary
Q? QG North Carolina Department of Environment and Natural Resources
Uj 7 Alan W. Klimek, P.E. Director
r
Division of Water Quality
o
May 12, 2003
DWQ# 03-0037
Mecklenburg County
Mr. Jim Medall
Robert Rhein Interests
5200 77 Center Drive, Suite 141
Charlotte, NC, 28217
APPROVAL of 401 Water Duality Certification with Additional Conditions
Dear Mr. Medall:
You have our approval, in accordance with the attached conditions, to place permanent fill in 265 linear feet of
perennial streams, 850 linear feet of intermittent streams, temporary fill in 250 linear feet of streams, and bottomless
culverts in 743 linear feet of streams in order to construct the Palisades South Residential and Golf Community in.
Mecklenburg County, as described in your revised application received by the Division of Water Quality on April 7, 2003.
After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Numbers
3374, 3366 and 3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification
allows you to use Nationwide Permit Numbers 12, 33 and.39 when issued by the U.S. Army Corps of Engineers. In
addition, you should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will
expire when the Accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is 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. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification, as well as the additional condition 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 propert y. 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/newetiands
2. This project is to be constructed as described in your revised application received April 7, 2003, along with additional
correspondence received February 11, 2003. This is to include your proposed buffer re-establishment areas. Tree and
brush removal below the top of bank should be kept to a minimum. Under no circumstances shall construction
equipment be operated in the bottom of these channels. The actual clearing of the vegetated buffer along the channels
that traverse the golf course fairways should also be planned to coincide with the recommended time of year for planting
of the trees and buffers that will comprise the new buffer;
3. We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for the
impacts to streams. In accordance with 15A NCAC 2R .0402 and 15A NCAC 2B.0242(7), this contribution will satisfy
our compensatory mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 2B .0233(10). Until the
Wetland Restoration Program receives and clears your check (made payable to:.DENR -Wetlands Restoration
Program), stream impacts (including fill) shall not occur. Mr. Ron Ferrell should be contacted at [phone] if you
have any questions concerning the Wetland Restoration Program. You have one month from the date of this
Certification to make this payment. For accounting purposes, this Certification authorizes the fill of 265 linear feet of
perennial streams and placement of a mitered bottomless culvert in 140 linear feet of perennial streams in the Catawba
River Basin, Cataloging Unit 03050101, and 405 linear feet of stream mitigation is required. Please be aware that the
Wetland Restoration Program (WRP) rules require rounding of wetland impacts to the nearest foot (15A NCAC 2R
.0503(b));
I EN R
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
A
4. An additional condition is that a final, written stormwater management plan shall be approved in writing by this Office
before the impacts specified in this Certification occur per condition no. 3 in General Certification 3402. The stormwater
management plan must include plans and specifications for stormwater management facilities that are appropriate for
surface waters classified as Class B and designed to remove 85% TSS according to the most recent version of the NC
DENR Stormwater Best Management Practices Manual. These facilities must be designed to treat the runoff from the
entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building
is occupied at the subject site, the facilities (as approved by this Office) shall be constructed and operational, and the
stormwater management plan (as approved by this Office) shall be implemented. The structural stormwater practices as.
approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water Quality.
The above condition shall apply unless it is demonstrated in writing to the satisfaction of this Office that the impervious
area of the entire, built-out project shall be lees than 30% and that there are no areas of concentrated impervious area
over 30% within the project such as, but not limited to, commercial areas, multi-family, clubhouses, maintenance
areas, etc.
A State Stormwater Permit (15 A NCAC 2H .1000) can be considered to meet this condition;
5. 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 locations 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 installed in a
perched manner, the pipes shall be removed and re-installed correctly.
The Applicant must.submit a plan and receive written approval from this Office to address any head cutting that will
occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable instead of
rip rap or other bank hardening methods, If rip-rap is necessary, it shall not be placed in the stream bed, unless
specifically approved by the Division of Water Quality;
6. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401'
Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that-you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NL. 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 Mike Parker in our 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.
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
Len Rindner, 3714 Spokeshave Lane, Matthews, NC, 28105
030037
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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, Mr. Jim Medall Robert Rhein Interests has permission as outlined below
to fill 265 linear feet of perennial streams and place a mitered bottomless culvert in 140 linear feet of perennial streams in
order to construct.the Palisades South Residential and Golf Community in Mecklenburg 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
WETLAND RESTORATION PROGRAM
LOCATION:
COUNTY:
BASIN/SUBBASIN
Impacts requiring mitigation:
Palisades South Residential and Golf Community
Mecklenburg
Catawba (03-05-01-01)
fill in 265 linear feet of perennial streams
placement of a mitered bottomless culvert in 140 linear feet of perennial streams
Impacts not requiring. mitigation:
fill in 850 linear feet of intermittent streams
temporary fill in 250 linear feet of streams
placement of non-mitered-bottomless culverts in 603 linear feet of 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:
405 linear feet of perennial streams by WRP required for the 401 Water Quality Certification. In correspondence. dated
January 17; 2003, the WRP indicated that up to 2300 linear feet of stream mitigation will be conducted by WRP if
necessary for the 404 Permit.
Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program 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 Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this form and mail it
to the Wetlands Restoration 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 WETLANDS RESTORATION
PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center.
RALEIGH, N.C. 27669-1619
[phone] .
{
4. All development in The Palisades South as defined on the approved conditional
zoning plan shall meet the requirements of the Lower Lake Wylie Watershed
Protection Overlay Overlay District as administered by Mecklenburg County.
The total land area of The Palisades South is +/- 1000 acres. In addition to the
removal of 85% TSS fiom runoff for all single-family residential areas having
greater then 20% impervious in the Critical Area, a stonnwater management plan
is required for all areas of concentrated impervious area over.30% within the
project such as, but not limited to, commercial areas, multi-family, clubhouses,
maintenance areas, shall also have a minimum of 85% TSS removal. Any
specific area of The Palisades South proposed to be developed at less than 20%
impervious in the Critical Area, where 85% TSS removal is not provided for all
impervious cover, shall as a minimum provide velocity dissipation by dispersion
of stormwater with non-erosive velocities at the boundary of stream and lake
buffer(s). A tabulation of impervious cover in The!Palisades South shall be
submitted with every request for individual development "pod" or sub-area of
development, clearly indicating the amount of impervious cover proposed within
the specific project and the cumulative impervious cover for all of The Palisades
South including a breakdown of the impervious area receiving less than 85% TSS
removal.

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
Mr. Jim Medall
Robert Rhein Interests
5200 77 Center Drive, Suite 141
Charlotte, NC, 28217
November 17, 2003
1 DWQ# 03-0037
Mecklenburg County
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Medall:
You have our approval, in accordance with the attached conditions, to place permanent fill in 265 linear feet of
perennial streams, 850 linear feet of intermittent streams, temporary fill in 250 linear feet of streams, and bottomless
culverts in 743 linear feet of streams in order to construct the Palisades South Residential and Golf Community in
Mecklenburg County, as described in your revised application received by the Division of Water Quality on April 7, 2003.
After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Numbers
3374, 3366 and 3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification
allows you to use Nationwide Permit Numbers 12, 33 and 39 when issued by the U.S. Army Corps of Engineers. In
addition, you should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will
expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This
Certification replaces the one issued to you on May 12, 2003.
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. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification, as well as the additional condition 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. This project is to be constructed as described in your revised application received April 7, 2003, along with additional
correspondence received February 11, 2003. This is to include your proposed buffer re-establishment areas. Tree and
brush removal below the top of bank should be kept to a minimum. Under no circumstances shall construction
equipment be operated in the bottom of these channels. The actual clearing of the vegetated buffer along the channels
that traverse the golf course fairways should also be planned to coincide with the recommended time of year for planting
of the trees and buffers that will comprise the new buffer;
3. We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for the
impacts to streams. In accordance with 15A NCAC 2R.0402 and 15A NCAC 2B.0242(7), this contribution will satisfy
our compensatory mitigation requirements under 15A NCAC 2H.0506(h) and 15A NCAC 2B .0233(10). Until the
Wetland Restoration Program receives and clears your check (made payable to: DENR - Wetlands Restoration
Program), stream impacts (including fill) shall not occur. Mr. Ron Ferrell should be contacted at [phone] if you
have any questions concerning the Wetland Restoration Program. You have one month from the date of this
Certification to make this payment. For accounting purposes, this Certification authorizes the fill of 265 linear feet of
perennial streams and placement of a mitered bottomless culvert in 140 linear feet of perennial streams in t Awba
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), (httD://h2o.enr.state.nc.us/ncwetlands)
Cuctnmrr ,z_;_ e. 1 _R77_674_(7AR
Mr. Jim Medall
November 17, 2003
River Basin, Cataloging Unit 03050101, and 405 linear feet of stream mitigation is required. Please be aware that the
Wetland Restoration Program (WRP) rules require rounding of wetland impacts to the nearest foot (15A NCAC 213
.0503(b));
4. All development in The Palisades South as defined on the approved conditional zoning plan shall meet the requirements
of the Lower Lake Wylie Watershed Protection Overlay District as administered by Mecklenburg County. The total land
area of The Palisades South is +/- 1000 acres. In addition to the removal of 85% from runoff for all single-family
residential areas having greater than 20% impervious surface in the Critical Area, a stormwater management plan is
required for all areas of concentrated impervious area over 30% within the project such as, but not limited to,
commercial areas, multi-family, clubhouses, maintenance areas, which shall also have a minimum of 85% TSS removal.
Any specific area of The Palisades South proposed to be developed at less than 20% impervious surface in the Critical
Area, where 85% TSS removal is not provided for all impervious cover, shall as a minimum provide velocity dissipation
by dispersion of stormwater with non-erosive velocities at the boundary of stream and lake buffer(s). A tabulation of
impervious cover in The Palisades South shall be submitted with every request for individual development "pod" or sub-
area of development, clearly indicating the amount of impervious cover proposed within the specific project and the
cumulative impervious cover for all of The Palisades South including a breakdown of the impervious area receiving less
than 85% TSS removal.
5. 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 locations 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 installed in a
perched manner, the pipes shall be removed and re-installed correctly.
The Applicant must submit a plan and receive written approval from this Office to address any head cutting that will
occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable instead of
rip rap or other bank hardening methods; If rip-rap is necessary, it shall not be placed in the stream bed, unless
specifically approved by the Division of Water Quality;
6. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 1508 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 Mike Parker in our Mooresville Regional Office at 704-663-1699 or Cyndi Karoly in the
Central Office in Raleigh 919-733-9721.
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
Len Rindner, 3714 Spokeshave Lane, Matthews, NC, 28105
Sincerely,
Alan W. Klimek, P.E.
030037mod
Mr. Jim Medall
November 17, 2003
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, Mr. Jim Medall Robert Rhein Interests has permission as outlined below to fill 265 linear
feet of perennial streams and place a mitered bottomless culvert in 140 linear feet of perennial streams in order to construct the
Palisades South Residential and Golf Community in Mecklenburg 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
WETLAND RESTORATION PROGRAM
LOCATION: Palisades South Residential and Golf Community
COUNTY: Mecklenburg
BASIN/SUBBASIN Catawba (03-05-01-01)
Impacts requiring mitigation:
fill in 265 linear feet of perennial streams
placement of a mitered bottomless culvert in 140 linear feet of perennial streams
Impacts not requiring mitigation:
fill in 850 linear feet of intermittent streams
temporary fill in 250 linear feet of streams
placement of non-mitered bottomless culverts in 603 linear feet of 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:
405 linear feet of perennial streams by WRP required for the 401 Water Quality Certification. In correspondence dated January 17,
2003, the WRP indicated that up to 2300 linear feet of stream mitigation will be conducted by WRP if necessary for the 404 Permit.
Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program 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 Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this form and mail it to the Wetlands
Restoration 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 WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY,
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
t
j
YARBROUGH-WILLIAMS & HOULE, INC.
Planning • Surveying* Engineering
November 11; 2003
WETLANDS 1401 GROUP
Ms. Cyndi Karoly
Division of Water Quality- NCDENR
2321 Crabtree Boulevard, Suite 250 NOV 1 2 2003
Raleigh, North Carolina 27604
Mr. Todd St. John WATER QUALITY SECTION
Division of Water Quality- NCDENR
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Re: The Palisades South
Mecklenburg County
Stormwater Management Condition
DWQ# 03-0037
Dear Mr. St. John:
I appreciated the opportunity to meet with you and Len Rindner on October 30, 2003 to review the referenced
project. Based on your comments, we have prepared the attached revision for your review to replace the
stormwater management condition of the 401 Water Quality Certification for The Palisades South.
If you should have any questions or need further information as part of your review, please feel free to give me a
call.
Sincere
i
ice Preside
St John Itr NCDENR 11.11.03
MAH/ir
730 Windsor Oak Court Charlotte, North Carolina 28273 ® 704.556.1990 • fax [phone]
TF?Q
C,
r
-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
May 12, 2003
DWQ# 03-0037
Mecklenburg County
Mr. Jim Medall
Robert Rhein Interests
5200 77 Center Drive, Suite 141
Charlotte, NC, 28217
APPROVAL of 401 Water Quality Certification with Additional Condition's
Dear Mr. Medall:
You have our approval, in accordance with the attached conditions, to place permanent fill in 265 linear feet of
perennial streams, 850 linear feet of intermittent streams, temporary fill in 250 linear feet of streams, and bottomless
culverts in 743 linear feet of streams in order to construct the Palisades South Residential and Golf Community in
Mecklenburg County, as described in your revised application received by the Division of Water Quality on April 7, 2003.
After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Numbers
3374, 3366 and 3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification
allows you to use Nationwide Permit Numbers 12, 33 and.39 when issued by the U.S. Army Corps of Engineers. In
addition, you should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will
expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is 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. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification, as well as the additional condition 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. This project is to be constructed as described in your revised application received April 7, 2003, along with additional
correspondence received February 11, 2003. This is to include your proposed buffer re-establishment areas. Tree and
brush removal below the top of bank should be kept to a minimum. Under no circumstances shall construction
equipment be operated in the bottom of these channels. The actual clearing of the vegetated buffer along the channels
that traverse the golf course fairways should also be planned to coincide with the recommended time of year for planting
of the trees and buffers that will comprise the new buffer;
3. We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for the
impacts to streams. In accordance with 15A NCAC 2R .0402 and 15A NCAC 2B.0242(7), this contribution will satisfy
our compensatory mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 2B .0233(10). Until the
Wetland Restoration Program receives and clears your check (made payable to:.DENR - Wetlands Restoration
Program), stream impacts (including fill) shall not occur. Mr. Ron Ferrell should be contacted at [phone] if you
have any questions concerning the Wetland Restoration Program. You have one month from the date of this
Certification to make this payment. For accounting purposes, this Certification authorizes the fill of 265 linear feet of
perennial streams and placement of a mitered bottomless culvert in 140 linear feet of perennial streams in the Catawba
River Basin, Cataloging Unit 03050101, and 405 linear feet of stream mitigation is required. Please be aware that the
Wetland Restoration Program (WRP) rules require rounding of wetland impacts to the nearest foot (15A NCAC 2R
.0503(b));.
F4CDI?N
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
t ?
4. An additional condition is that a final, written stormwater management plan shall be approved in writing by this Office
before the impacts specified in this Certification occur per condition no. 3 in General Certification 3402. The stormwater
management plan must include plans and specifications for stormwater management facilities that are appropriate for
surface waters classified as Class B and designed to remove 85% TSS according to the most recent version of the NC
DENR Stormwater Best Management Practices Manual. These facilities must be designed to treat the runoff from the
entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building
is occupied at the subject site, the facilities (as approved by this Office) shall be constructed and operational, and the
stormwater management plan (as approved by this Office) shall be implemented. The structural stormwater practices as
approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water Quality.
The above condition shall apply unless it is demonstrated in writing to the satisfaction of this Office that the impervious
area of the entire, built-out project shall be lees than 30% and that there are no areas of concentrated impervious area
over 30% within the project such as, .but not limited to, commercial areas, multi-family, clubhouses, maintenance
areas, etc.
A State Stormwater Permit (15 A NCAC 2H .1000) can be considered to meet this condition;
5. 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 locations 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 installed in a
perched manner, the pipes shall be removed and re-installed correctly.
The Applicant must.submit a plan and receive written approval from this Office to address any head cutting that will
occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable instead of
rip rap or. other bank hardening methods; if rip-rap is necessary, it shall not be placed in the stream bed, unless
specifically approved by the Division of Water Quality;
6. You.are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that.you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mike Parker in our Mooresville Regional Office at 704-663-1699 or Cyndi Karoly in the
Central Office in Raleigh 919-733-9721.
Sincerely,
i?
k
Alan W. Klimek, P.E.
r
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
Len Rindner, 3714 Spokeshave Lane, Matthews, NC, 28105
030037

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, Mr. Jim Medall Robert Rhein Interests has permission as outlined below
to fill 265 linear feet of perennial streams and place a mitered bottomless culvert in 140 linear feet of perennial streams in
order to construct.the Palisades South Residential and Golf Community in Mecklenburg 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
WETLAND RESTORATION PROGRAM
LOCATION
Palisades South Residential and Golf Community
COUNTY: Mecklenburg
BASIN/SUBBASIN Catawba (03-05-01-01)
Impacts requiring mitigation:
fill in 265 linear feet of perennial streams
placement of a mitered bottomless culvert in 140 linear feet of perennial streams
Impacts not requiring. mitigation:
fill in 850 linear feet of intermittent streams
temporary fill in 250 linear feet of streams
placement of non-mitered bottomless culverts in 603 linear feet of 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:
405 linear feet of perennial streams by WRP required for the 401 Water Quality Certification. In correspondence. dated
January 17, 2003, the WRP indicated that up to 2300 linear feet of stream mitigation will be conducted by WRP if
necessary for the 404 Permit.
Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program 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 Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this form and mail it
to the Wetlands Restoration 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 WETLANDS RESTORATION
PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY'
1619 Mail Service Center.
RALEIGH, N.C. 27669-1619
[phone] .
4. All development in The Palisades South as defined, on the approved conditional
zoning plan shall meet the requirements of the Lower Lake Wylie Watershed
Protection Overlay Overlay District as administered by Mecklenburg County.
The total land area of The Palisades South is +/- 1000 acres. In addition to the
removal of 85% TSS from runoff for all single-family residential areas having
greater then 20% impervious in the Critical Area, a stormwater management plan
is required for all areas of concentrated impervious area over, 30% within the
project such as, but not limited to, commercial areas, multi-family, clubhouses,
maintenance areas, shall also have a minimum of 850/o TSS removal. Any
specific area of The Palisades South proposed to be developed at less than 20%
impervious in the Critical Area, where 85% TSS removal is not provided for all
impervious cover, shall as a minimum provide velocity dissipation by dispersion
of stormwater with non-erosive velocities at the boundary of stream and lake
buffer(s). A tabulation of impervious cover in The', Palisades South shall be
submitted with every request for individual development "pod" or sub-area of
development, clearly indicating the amount of impervious cover proposed within
the specific project and the cumulative impervious cover for all of The Palisades
South including a breakdown of the impervious area receiving less than 85% TSS
removal.
LEONARD S. RINDNER. PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning ! Tele: [phone]
Fax [phone]
May 16, 2003
Mr. Steve Chapin - US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 208
Asheville, NC 28801 - 5006a?
Ms. Cyndi Karoly - Division of Water Quality - NCDENR
Y
2321 Crabtree Boulevard, Suite 250 ' A Zug
Raleigh, NC 27604
Y TERaUA?lry?
Mr. Mike Parker - NCDENR - Division of Water Quality ECrl%
919 North Main Street
Mooresville, NC 28115
Re: Palisades South Residential and Golf Community, Charlotte; Mecklenburg County, NC - + 1,000
Acres - DWQ 03-0037
Dear Sirs:
On behalf of my client, Rhein Interests, to further facilitate approval of the application and to further avoid
and minimize impacts to streams and wetlands, the request for temporary road crossings (NWP #33) in
the application has been withdrawn. Alternative methods will be developed that do not require impacts to
streams and wetlands. The overall master plan has been approved based on extensive analysis and public
involvement over several years. Approximately 99% of the nearly five miles of streams identified on the site
will be not be permanently impacted by the proposed development. There are no permanent impacts to
wetlands proposed. The project has been planned comprehensively and the acreage of impacts is
approximately 0.12 acres over 1000 acres.
Summary
A) Meetings were held with Mr. Mike Parker of NCDENR and Mr. Steve Chapin of the USACE to
review plans and develop avoidance and minimization measures. The permit application with the requested
modifications reflects the input provided by the NCDENR and the USACE.
B) Permanent stream impacts of + 265 linear feet to perennial streams are limited to two road
crossings of the nine crossings required for the project. The remaining seven road crossing will be
conducted by panning the creek utilizing bottomless culverts. The proposed bottomless culverts allow for a
30' to 42' wide span to avoid and minimize stream impacts. A illustration of the proposed design of the
bottomless culvert is provided in the supportive documentation.
C) Permanent stream impacts are for road crossings and to construct stormwater wetlands in
intermittent stream channels in locations agreed to by the USACE and NCDWQ. There are no stream or
wetland impacts to develop single family lots, parking lots, golf holes, or buildings.
D) The streams will be protected by buffers in common open space and will be protected by deed
restrictions when incorporated in lots and the golf course. Prior to construction, final buffer plans will be
submitted to the NCDWQ and the USACE for review and comment.
E) As requested, golf course clearings of the existing tree canopy will be minimized to the extent
feasible. The trees will be replaced with small trees and shrubs to maintain and re-establish shaded
conditions to the fullest extent feasible.
F) The project requirements includes a comprehensive stormwater management plan that addresses
stormwater discharges from the various land uses of the project. Stormwater treatment will be designed and
implemented according to NCDENR requirements and strict Lower Lake Wylie Watershed requirements.
The proposed stormwater management plan will meet or exceed the conditions of the 401 water Quality
Certification when issued.
G) There are no impacts to the wetland areas or required Catawba River buffers adjacent to Lake
Wylie.
Project construction will be under extreme scrutiny by local erosion'control inspectors and representatives
of the developer. The developers, engineers, and consultants, have made an extraordinary effort in the
planning of this project to avoid and minimize impacts to Waters of the U.S. and North Carolina.
I am looking forward to working with you to ensure compliance.
Please contact me if you have any questions or require additional explanation. Thank you for your
consideration.
LVonard S. Rindner, PWS
Environmental Planning Consultant
Professional Wetland Scientist

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 WV.)
L Processing roar n,
1. Check all of the approval(s) requested for this project: I
0 Section 404 Permit ? Riparian Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:"
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: ?
i
M Applicant Information
1. Owner/Applicant Information
Mt. "J
Telephone Number: '7Q!{ S2"7 72A?2 _ Fax Number: 7oH 52,7 67,50
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.)
mamn• t_P1?n/i/iI 4. R, InAnt.? . PWS
Company Affiliation: v? rc..me,. tR l 01%e%U
Mailing Address: a'l 1A4 5 pokcshavL -e,-
tiadthe?w5 , k1c, "105
Telephone Number: 10 `f Q41o Q't& I Fax Number: 76L 6?'"? O I SS
E-mail Address:
T)- 1; _f V)
1E
IIL 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: I ltd t?5 S?'?
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: u e#,I>U Nearest Town:
Subdivision name (include p of number):
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or Lat/Long): 35 b &q72 ° tit $ I.0 44 2 3 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.)
i
6. Property size (acres): I 0o o . O -7 q AG?<h
7. Nearest body of water (stream/river/sound/ocean/lake): UT of LZt kr- Wy ??- a?'?-
C.a'c? w? ? ?,c,
8. River Basin: .4?W6.0_ P, fv-G?
(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 u in the vicinity of the project
at the time of this apWication: Wpod< l4r -Pt.. 1^ a&.-& M l d SCGoroCtyti,
JI-
.a4 .
Dn". 4 of 17

10.
11. Explain the purpose of the proposed work r- VOS< I n ?I S : In S Ibc 1 i Gc7 OeN
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
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.
Q CA-e4
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant musst 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.
Donn ^/ of 17

2. Individually list wetland impacts below: /-O ak?T/" l /?rax-T elw- yDe-(P&5 c
Wetland Impact
Site Number
indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
o Distance to
Nearest Stream
ear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized cleating, 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
(FI M), 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.femagov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands n the property: f ' gyp`
Total area of wetland impact proposed: /old C a?? nLd&o
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 ct Perennial or
Intermittent?
lease specify)
/ u/P 31 Gdo / t/t'a 3'?f UwrnP

k., "Alp AM

v?? o? cc1/ 33 ?
include brit are
limited to: culve - ?-
rts and associated rio-ran_
dams list due to ' - feet before and after, and net loss/gain),
ac rip-rap, crib wall, ga ions, 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
R R 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.usRs.eov. Several Internet sites also allow direct download and painting of USGS maps (e.g., www.topozone.com,
www.ma etc.
Cumulative impacts (linear distance in feet) to all strews on site:
N?rS kl?+l.clrTi,,,. S??o?p3
emu.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below: 40 I '1ele?;'-tr
are- 0?xjak(
n tea- ?!!
Open Water Im=ct
Site Number
indicate on map)
Type of impact! Area of
Impact
acres
Name of Wa mbody
(if applicable) Type of Wat erbody
(lalce, pond, estuary, sound,
etc.

` List each impact separately ad identify temporary impacts. Impacts include, dnr are not tma= to. nu, o=vanau, vredg-g,
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII.
Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. I
qb70
y? y
VIM 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.
D.-0^f 77
I
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 maybe 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
ft://h2o.enr.state.nc.us/ncwetlands/strmgide.httnl.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.),; and a
description of the current site conditions and proposed method of construction. Please attach
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/=/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): ??4- - Ir-
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount ofCoastal wetland mitigation ested (acres):
c,?lY s? d /fLjOC s c? /Vz,1
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 U
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
(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* )
(6mwe feet Multiplier Required
1 3
2 1.5
Total
• Zone 1 extends out 30 feet perpendwular Pram new bank of channel; Zone 2 eadends an
additional 20 feet from the edge of Zone 1.
Dorm 1 7 ..F 17
•, 1"Irll-10-LVVJ iJ•VG •?••?•• ••••?-••??•?
LEONARD S. RINDNE-R PWS
Environmental Plannlnl; Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
May 16, 2003
Mr. James K Medall
President
Rhein Palisades, LLC
5200 77 Center Drive, Suite 141
Charlotte, NC 28217
1-704-527-2333
Re: Agent Authorization Letter for Palisades South
Dear Mr. Medall:
In order to interface with the United States Army Corps of Engineers and the North
Carolina Department of. Natural Resources for wetlands permitting 1 will need your
authorization. Please sign the following statement;
This letter authorizes Leonard S. Rindner, PWS as our firm's agent in all matters
related to wetlands for the referenced project: This includes interfacing with the United
States Army Corps of Engineers and the%orth Carolina Department of Natural
Resources. .-n
1
mes M. Med - Rhein P ' ales, C Date
Ct J7
Please contact me if you have any questions or require additional explanation. Thank you
for your consideration.
Leonard S. Rindner, PWS
Environmental Planning Consultant
Profession Wetland :scientist
TOTAL P.01

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.
XL Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XlI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed p ject, or available capacity of the subject facility.
y tc,- ?o L M ?cl? c
XUL Violations (required by DWQ)
Is this site in violation of DW Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Xl1V. 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 contrel).

M b;5
Applicant/Agent's Signature bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.) _.
Dorm 17 of 11
Michael F. Easley, Governor
?OF W A rF9 William G. Ross Jr., Secretary
QG North Carolina Department of Environment and Natural Resources
O
1 Alan W. Klimek, P.E. Director
f7_" Division of Water Quality
O ?
May 12, 2003
DWQ# 03-0037
Mecklenburg County
Mr. Jim Medall
Robert Rhein Interests
5200 77 Center Drive, Suite 141
Charlotte, NC, 28217
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Medall:
You have our approval, in accordance with the attached conditions, to place permanent fill in 265 linear feet of
perennial streams, 850 linear feet of intermittent streams, temporary fill in 250, linear feet of streams, and bottomless
culverts in 743 linear feet of streams in order to construct the Palisades South Residential and Golf Community in
Mecklenburg County, as described in your revised application received by the Division of Water Quality on April 7, 2003.
After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Numbers
3374, 3366 and 3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetiands. This Certification
allows you to use Nationwide Permit Numbers 12, 33 and 39 when issued by the U.S. Army Corps of Engineers. In
addition, you should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will
expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is 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. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification, as well as the additional condition 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. This project is to be constructed as described in your revised application received April 7, 2003, along with additional
correspondence received February 11, 2003. This is to include your proposed buffer re-establishment areas. Tree and
brush removal below the top of bank should be kept to a minimum. Under no circumstances shall construction
equipment be operated in the bottom of these channels. The actual clearing of the vegetated buffer along the channels
that traverse the golf course fairways should also be planned to coincide with the recommended time of year for planting
of the trees and buffers that will comprise the new buffer;
3. We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for the
impacts to streams. In accordance with 15A NCAC 2R.0402 and 15A NCAC 2B.0242(7), this contribution will satisfy
our compensatory mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 213 .0233(10). Until the
Wetland Restoration Program receives and clears your check (made payable to: DENR Wetlands Restoration
Program), stream impacts (including fill) shall not occur. Mr. Ron Ferrell should be contacted at [phone] if you
have any questions concerning the Wetland Restoration Program. You have one month from the date of this
Certification to make this payment. For accounting purposes, this Certification authorizes the fill of 265 linear feet of
perennial streams and placement of a mitered bottomless culvert in 140 linear feet of perennial streams in the Catawba
River Basin, Cataloging Unit 03050101, and 405 linear feet of stream mitigation is required. Please be aware that the
Wetland Restoration Program (WRP) rules require rounding of wetland impacts to the nearest foot (15A NCAC 21711
.0503(b));
N
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] C1 to er Service
800 623-7748
-1
i
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, Mr. Jim Medall Robert Rhein Interests has permission as outlined below
to fill 265 linear feet of perennial streams and place a mitered bottomless culvert in 140 linear feet of perennial streams in
order to construct the Palisades South Residential and Golf Community in Mecklenburg County, North Carolina. All
activities associated with these authorized impacts must be conducted with the
THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS. ons listed in the attached
certification.
COMPENSATORY MITIGATION REQUIREMENT
WETLAND RESTORATION PROGRAM
LOCATION:
Palisades South Residential and Golf Community
COUNTY: Mecklenburg
BASIN/SUBBASIN Catawba (03-05-01-01)
Impacts requiring mitigation:
fill in 265 linear feet of perennial streams
placement of a mitered bottomless culvert in 140 linear feet of perennial streams
Impacts not requiring mitigation:
fill in 850 linear feet of intermittent streams
temporary fill in 250 linear feet of streams
placement of non-mitered bottomless culverts in 603 linear feet of 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:
405 linear feet of perennial streams by WRP required for the 401 Water Quality Certification. In correspondence. dated
January 17, 2003, the WRP indicated that up to 2300 linear feet of stream mitigation will be conducted by WRP if
necessary for the 404 Permit.
Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program 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 Wetlands Restoration Fund per NCAC 213 .0503. If you choose this option, please sign this form and mail it
to the Wetlands Restoration 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 WETLANDS RESTORATION
PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
?? wAMichael F. Easley, Governor
William G. Ross Jr., Secretary
O? QG North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
T_ Division of Water Quality
--I
May 12, 2003
DWQ# 03-0037
Mecklenburg County
Ir. Jim Medall
iobert Rhein Interests
200 77 Center Drive, Suite 141
;harlotte, NC, 28217
,PPROVAL of 401 Water Quality Certification with Additional Conditions
)ear Mr. Medall:
You have our approval, in accordance with the attached conditions, to place permanent fill in 265 linear feet of
erennial streams, 850 linear feet of intermittent streams, temporary fill in 250 linear feet of streams, and bottomless
ulverts in 743 linear feet of streams in order to construct the Palisades South Residential and Golf Community in
4ecklenburg County, as described in your revised application received by the Division of Water Quality on April 7, 2003.
titer reviewing your application, we have determined that this fill is covered by General Water Quality Certification Numbers
374, 3366 and 3402, which can be viewed on our web site at hftr)://h2o.enr.state.ne.us/ncwetlands. This Certification
,flows you to use Nationwide Permit Numbers 12, 33 and.39 when issued by the U.S. Army Corps of Engineers. In
iddition, you should get any other federal, state or local permits before you go ahead with your project including (but not
mited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will
,xpire when the accompanying 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
iroperty is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
:omplying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
:onditions listed in the attached certification, as well as the additional condition listed below:
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 hftr)://h2o.enr.state.nc.us/ncwetiands
!. This project is to be constructed as described in your revised application received April 7, 2003, along with additional
correspondence received February 11, 2003. This is to include your proposed buffer re-establishment areas. Tree and
brush removal below the top of bank should be kept to a minimum. Under no circumstances shall construction
equipment be operated in the bottom of these channels. The actual clearing of the vegetated buffer along the channels
that traverse the golf course fairways should also be planned to coincide with the recommended time of year for planting
of the trees and buffers that will comprise the new buffer;
3. We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for the
impacts to streams. In accordance with 15A NCAC 213.0402 and 15A NCAC 2B.0242(7), this contribution will satisfy
our compensatory mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 2B.0233(10). Until the
Wetland Restoration Program receives and clears your check (made payable to:.DENR -.Wetlands Restoration
Program), stream impacts (including fill) shall not occur. Mr. Ron Ferrell should be contacted at [phone] if you
have any questions concerning the Wetland Restoration Program. You have one month from the date of this
Certification to make this payment. For accounting purposes, this Certification authorizes the fill of 265 linear feet of
perennial streams and placement of a mitered bottomless culvert in 140 linear feet of perennial streams in the Catawba
River Basin, Cataloging Unit 03050101, and 405 linear feet of stream mitigation is required. Please be aware that the
Wetland Restoration Program (W RP) rules require rounding of wetland impacts to the nearest foot (15A NCAC 213
.0503(b));
NCO"
J. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
4. An additional condition is that a final, written stormwater management plan shall be approved in writing by this Office
before the impacts specified in this Certification occur per condition no. 3 in General Certification 3402. The stormwater
management plan must include plans and specifications for stormwater management facilities that are appropriate for
surface waters classified as Class B and designed to remove 85% TSS according to the most recent version of the NC
DENR Stormwater Best Management Practices Manual. These facilities must be designed to treat the runoff from the
entire project, unless otherwise. explicitly approved by the Division of Water Quality. Also, before any permanent building
is occupied at the subject site, the facilities (as approved by this Office) shall be constructed and operational, and the
stormwater management plan (as approved by this Office) shall be implemented. The structural stormwater practices as
approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water Quality.
The above condition shall apply unless it is demonstrated in writing to the satisfaction of this Office that the impervious
area of the entire, built-out project shall be lees than 30% and that there are no areas of concentrated impervious area
over 30% within the project such as, but not limited to, commercial areas, multi-family, clubhouses, maintenance
areas, etc.
A State Stormwater Permit (15 A NCAC 2H .1000) can be considered to meet this condition;
5. 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 locations 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 installed in a
perched manner, the pipes shall be removed and re-installed correctly.
The Applicant must submit a plan and receive written approval from this Office to address any head cutting that will
occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable instead of
rip rap or other bank hardening methods; If rip-rap is necessary, it shall not be placed in the stream bed, unless
specifically approved by the Division of Water Quality;
6. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mike Parker in our 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.
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
Len Rindner, 3714 Spokeshave Lane, Matthews, NC, 28105 030037
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, Mr. Jim Medall Robert Rhein Interests has permission as outlined below
Golf Community culvert in 140 eNorth Carol nla trAams in
fill 265 linear feet of perennial streams and place
Jer to construct the Palisades South Residential and
tivities associated with these authorized impacts must be conducted with the conditions listed in the attached
rtification. THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS.
:)MPENSATORY MITIGATION REQUIREMENT
ETLAND RESTORATION PROGRAM
)CATION:
DUNTY:
4SIN/SUBBASIN
-1pacts requiring mitigation:
Palisades South Residential and Golf Community
Mecklenburg
Catawba (03-05-01-01)
I in 265 linear feet of perennial streams
acernent of a mitered bottomless culvert in 140 linear feet of perennial streams
npacts not requiring mitigation:
I in 850 linear feet of intermittent streams
,mporary fill in 250 linear feet of streams r
lacement of non-mitered bottomless culverts in 603 linear feet of streams
As required by15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for
ie above impacts through the restoration, creation, enhancement or preservation of wetlands as outlined below prior to
onducting any activities that impact or degrade the waters of the state.
litigation:
05 linear feet of perennial streams by WRP required for the 401 Water Quality Certification. In correspondence. dated
anuary 17, 2003, the WRP indicated that up to 2300 linear feet of stream mitigation will be conducted by WRP if
ecessary for the 404 Permit.
Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program 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
,f a fee to the Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this form.and mail it
o the Wetlands Restoration Fund at the address listed below. An invoice for the appropriate amount of payment will be
gent to you upon receipt this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU
3ECEIVE NOTIFICATION N THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION
DROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
Palisades South - DWQ# 03-0037
Subject: Palisades South - DWQ# 03-0037
Date: Fri, 16 May 2003 10:44:01 -0400
From: "Len Rindner" <[e-mail]>
To: "Michael Parker" <[e-mail]>, <[e-mail]>,
"Chapin, Stephen SAW" <[e-mail]>
Cyndi, Steve, Mike:
The further facilitate approval of the application and to further avoid and minimize impacts to streams and wetlands,
the request for temporary road crossings (NWP #33) the application has been withdrawn. Alternative methods will be
developed that do not require impacts to streams and wetlands.
The overall master plan has been approved based on extensive analysis and public involvement over several years.
Approximately 99% of the nearly five miles of streams identified on the site will be not be permanently impacted by
the proposed development. There are no permanent impacts to wetlands proposed. The project has been
planned comprehensively and the acreage of impacts is approximately 0.12 acres over 1000 acres.
Summary
A) Meetings were held with Mr. Mike Parker of NCDENR and Mr. Steve Chapin of the USACE to review plans and
develop avoidance and minimization measures. The permit application with the requested modifications reflects the
input provided by the NCDENR and the USACE.
B) Permanent stream impacts of ± 265 linear feet to perennial streams are limited to two road crossings of the nine
crossings required for the project. The remaining seven road crossing will be conducted by spanning the creek
utilizing bottomless culverts. The proposed bottomless culverts allow for a 30' to 42' wide span to avoid and
minimize stream impacts. A illustration of the proposed design of the bottomless culvert is provided in the supportive
documentation.
C) Permanent stream impacts are for road crossings and to construct stormwater wetlands in intermittent stream
channels in locations agreed to by the USACE and NCDWQ. There are no stream or wetland impacts to develop
single family lots, parking lots, golf holes, or buildings.
D) The streams will be protected by buffers in common open space and will be protected by deed restrictions when
incorporated in lots and the golf course. Prior to construction, final buffer plans will be submitted to the NCDWQ and
the USACE for review and comment.
E) As requested, golf course clearings of the existing tree canopy will be minimized to the extent feasible. The trees
will be replaced with small trees and shrubs to maintain and re-establish shaded conditions to the fullest extent
feasible.
F) The project requirements includes a comprehensive stormwater management plan that addresses stormwater
discharges from the various land uses of the project. Stormwater treatment will be designed and implemented
according to NCDENR requirements and strict Lower Lake Wylie Watershed requirements. The proposed
stormwater management plan will meet or exceed the conditions of the 401 water Quality Certification when issued.
G) There are no impacts to the wetland areas or required Catawba River buffers adjacent to Lake Wylie.
Project construction will be under extreme scrutiny by local erosion control inspectors and representatives of the
developer.
The developers, engineers, and consultants, have made an extraordinary effort in the planning of this project to
avoid and minimize impacts to Waters of the U.S. and North Carolina. I am looking forward to working with to ensure
compliance.
Thank you for your consideration.
Len Rindner
1 of 2 5/20/03 9:57 AN
LEONARD S. RINDNER PWS
Environmental Planning Consultant
Professional Wetland Scientist 3714 Spokeshave Lane
Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
LETTER OF TRANSMITTAL
o
- DATE: S? lG D?
i
TO : WRANDS/401 GROUP

MAY 1 9 203
WAFER QUALITY SEGRO
PROJECT : &4j'a" PROJA
ITEMS SENT : I
(AA kWI lqwe
6?m /t cobs-y\ -- Z4
COMMENTS:
P
BY: COPY:
Facility Name Palisades South County Mecklenburg

Project Number 03 0037 Regional Contact: Michael L Parker
Date: 5/9/2003
Comments (continued from page 1):
The applicant has proposed a minimum 25-foot buffer along all streams where feasible. Small- ocket
wetlands and biofilters are planned within the proposed golf course to prevent the direct discharge of
storm water into streams and to filter out nutrients and other pollutants. One of the rip mart' concerns,
however, is the removal of riparian vegetation along jurisdictional channels during golf course
construction. It is understandable that large. woody plants and trees will need to be removed to allow
for play, however, the systematic removal of the vegetation contained within the channel (banks) of
the streams that pass through the golf course fairways should also be considered as an impact.
Removal of this canopy ultimately results in an increase in the ambient stream temperature, which
may prove to be detrimental to the aquatic We that may be present. This concern has been brought to
the attention of the applicant's consultant, Mr. Len Rindner, who is planning to submit additional
information addressina these concerns. Ultimately, these thermal impacts can be avoided by limiting
the amount of clearing adjacent to and below top of bank until such time as the new, lower growing-
canopy can be established. This may also minimize the amount of sediment that would otherwise
enter the channels if the in-channel veaetation is totally removed and channel banks are left exposed,
The 401 Certification should not be issued until the additional information (on the clearing of the golf
course channels) requested of Mr. Rindner has been received and approved by DWO.
Pending a final review by the Wetland Unit staff, issuance of the 401 Certification is recommended,
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 Palisades South County Mecklenburg
Project Number 03 0037 County2'
Recvd From APP RegionMooresville
Received Date 1/14/03 Recvd By Region
Project Type residential / golf community
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ' - -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F39 F- O Y O N ?- 11-(117) WSIV B &cA 30,834. F- 1,115.00 265.66 w 856.66
12 [_- P7 O N F_?_F_-r- 30,834. F_ F_- ? ?-
II 33 ?- O Y -@N F-?-r-? 30,834. F- F- r-
Mitigation Wetland
MitigationType Type Acres Feet
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? 0 Y 0 N
Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office Page Number 1
Central Office
Triage Check List
Date: WOld-3 Project Name:
To: ? ARO Mike Parker
? RO Ken Averitte
0 MRO Alan Johnson
? RRO Steve Mitchell
From: Q rd?
DWQ#: _O 3-
County: 14?e c k e, 1i
? Wa.RO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Cyndi Karoly (Central Office)
Telephone : (919) .7 3 3
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.'
? Stream length impacted
? Stream determination
?etland determination and distance to blue-line surface waters on USFW topo maps
L" Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
0
Leonard S. Rindner, PWS
Environmental Planning Consultant
3714 Spokeshave Lane
Matthews, NC 28105-7173
April 11, 2003
Re: Fee Return
Dear Mr. Rindner:
On 04/07/03, your check # 1135 in the amount of $475; 401 Water Quality Certification for the purpose of
residential / golf community "Palisades South in Mecklenburg County. Please note that beginning January 1,
1999, the N.C. General Assembly passed legislation requiring payment of a fee for all 401 applications, as
indicated on page two of the PCN application form. The fee for applications is $200 for projects impacting less
than an acre of wetland and less than 150 linear feet of streams. For projects impacting one or more acres of
wetland or 150 or more feet of streams, the fee is $475. In order for DWQ to review and process your request,
you must send a check in the appropriate amount made payable to the N.C. Division of Water Quality attached
to your application.
1. Please note that check # 1135 in the amount of $475 is being sent back to you. Fee is not
required a second time.
Please call me at 919-733-3575 or visit our web site at http:/lh2o.enr.state-.nc.us/ncwetlands if you have
any questions regarding this fee.
Sincerely,
Michael Horan
Environmental Tech.
Enclosure or Attachments : Check # 1135 in the amount $475.00
CC:
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
Wa?F9
QG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality

I
Customer Service
1 800 623-7748
?- a
f
,?011103-
LEONARD S. RINDNER. PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
[phone]
February 2, 2003 FEB
((JJ
Mr. John R. Dorney d
Mr. Todd St. John NIETLANDS GROUP
- QU'?Y SECTIDTt
Division of Water Quality - NCDENR LtT
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Re: DWQ # 03-0037 - Palisades South Residential and Golf Community, Charlotte,
Mecklenburg County, NC - + 1,000 Acres
Dear Sirs:
Thank you for your comments regarding the submittal of the permit application on January 14,
2003. The 1,000 acre Palisades South Residential and Golf Community project has been planned
to avoid and minimize impacts to streams and wetlands. In fact, wetland impacts are not
anticipated and there is + 96% avoidance of the approximate 26,000 linear feet of streams on the
project site. The project is also subject to overall comprehensive stormwater management
requirements by the City of Charlotte as part of the protected Lower Lake Wylie Watershed and
other conditions as the result of rezoning and public input.
As requested in your letter we will provide the following information to you in the near future. The
submittal will be at a suitable scale.
1) All stream impacts including all fill slopes, dissipaters, and bank stabilization will be indicated.
2) Provide a site plan with numbered lots and confirm that all lots are buildable without additional
stream or wetland impacts. We are not aware of any, however this information should confirm the
intent of the site plan.
3) The NCWRP has accepted payment for mitigation for this project.
4) The primary goal of the golf course stormwater plan will be to have no point discharges into any
jurisdictional stream. All stormwater and golf course drainage will be filtered over buffers by sheet
drainage, use of level spreaders and seep berms, bio-retention,'and by created wetlands. We are
requesting flexibility on the size of the micro-pool for the wetland areas for aesthetic purposes in
the golf course in some areas. The developer and golf course golf course planners are also seeking
to have the course certified by the Audubon Society. As required, a stormwater management plan
will be designed to remove 85% TSS for the clubhouse area and parking and the golf course
maintenance facility.
? t.
Mr. John R. Dorney, Mr. Todd St. John
DWQ # 03-0037, Page 2
February 2, 2003
We will also provide additional information regarding revegetating creek banks in golf course shot
clearings to minimize thermal impacts to the streams per field comments by Mike Parker of the
Mooresville Regional Office.
Thank you for your consideration and we look forward to working' with you, Mike Parker, as well
as Steve Chapin of the United States Army Corp of Engineers with our design efforts.
Please contact me if you have any questions or require additional explanation.
Leonard S. Rindner, PWS
Environmental Planning Consultant
Professional Wetland Scientist
Mr. Steve Chapin - US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 208
Asheville, NC 28801 - 5006
Mr. Mike Parker - NCDENR - Division of Water Quality
919 North Main Street
A4o4oresville, NC 28115
IFW
?rF,9 Michael F. Easley, Governor
01
William G. Ross Jr.,. Secretary
o v North Carolina Department of Environment and Natural Resources
> Alan Klimek, P.E., Director Division of Water Quality
January 17, 2003
DWQ # 03-0037
Mecklenburg County
Project Name: Palisades South Residential and Golf Community
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Robert Rhein Interests
Attn: Mr. Jim Medall
5200 77 Center Drive, Suite 141
Charlotte; NTC 25217
Dear Mr. Medall:
On January Quality 1-If ., 2003 F :,.e Division of (D ,-J?) was -notified by receipt of your application
regarding your plan to fill waters for the purpose of constructing a residential subdivision and golf community in
Mecklenburg County. Approval om D":'Q is required to disturb these waters. Please provide 7 copies of the
following information and refer to the DWQ 4 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.
2. Please provide a site plan with numbered lots and be certain that all lots are buildable without
additional stream or wetland impacts. From the site plans, it appears that several lots will require
additional impacts in order to construct buildings.
3. Has WRP accepted payment for mitigation for this project?
4. Are the golf course features to be constructed as stormwater wetlands or as wet ponds? DWQ would
prefer stormwater wetlands.
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 within three (3) weeks we will assume you no longer want to pursue the project and will
consider it withdrawn.
Si
Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Len Rindner

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.uslncwetiands
Feb 02 03 12:0Gp
Leonard Rindner
704 847 0185 p.2
LEONARD S. RINDNER PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
February 2, 2003
Mr. John R. Domey
Mr. Todd St. John
Division of Water Quality - NCDENR
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Re: DWQ if 03-0037 - Palisades South Residential and Golf Community, Charlotte,
Mecklenburg County, NC - + 1,000 Acres
Dear Sirs:
Thank you for your comments regarding the submittal of the permit application on January 14,
2003. The 1,000 acre Palisades South Residential and Golf Community project has been planned
to avoid and minimize impacts to streams and wetlands. In fact, wetland impacts are not
anticipated and there is + 46% avoidance of the approximate 26,000 linear feet of streams on the
project site. The project is also subject to overall comprehensive stormwater management
requirements by the City of Charlotte as part of the protected Lower Lake Wylie Watershed and
other conditions as the result of rezoning and public input.
As requested in your letter we will provide the follo% ing information to you in the near future. The
submittal will be at a suitable scale.
1) All stream impacts including all fill slopes. dissipaters, and bank stabilization will be indicated.
2) Provide a site plan with numbered lots and confirm that all lots are buildable without additional
stream or wetland impacts. We are not aware of any, however this information should confirm the
intent of the site plan.
3) The NCWRP has accepted payment for mitigation for this project.
4) The primary goal of the golf coarse stormwater plan will be to have no point discharges into any,,.:
jurisdictional stream. All storm-water and golf course drainage will be filtered over buffers by sheet
drainage, use of level spreaders and seep berms, bio-retention, and by created wetlands. We are
requesting flexibility on the size of the micro-pool for the wetland areas for aesthetic purposes in
the golf course in some areas. The developer and golf course golf course planners are also seeking
to have the course certified by the Audubon Society. As required, a stormwater management plan
will be designed to remove 85% TSS for the clubhouse area and parking and the golf course
maintenance facility.
a eb 02 03 12:06p Leonard Rindner 7,04 847 0185 p.3
Mr. John R. Doracy, Mr. Todd St. John
DWQ # 03-0037, Page 2
February 2, 2003
We .kill also provide additional information regarding revegetating creek banks in golf course shot
clearings to minimize thermal impacts to the streams per field comments by Mike Parker of the
Mooresville Regional Office.
Thank you for your consideration and we look forward to working with you, Mike Parker, as well
as Steve Chapin of the United States Army Corp of Engineers with our design efforts.
Please contact me if you have any questions or require additional. explanation.
Sincprf;ly,
Leonard S. Rindner, PWS
Environmental Planning Consultant
Professional Wetland Scientist
Mr. Steve Chapin - US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 208
Asheville, NC 28801- 5006
Mr. Mike Parker - NCDENR - Division of Water Quality
919 North Main Street
Mooresville, NC 28115
Feb 02 03 12:06p Leonard Rindner 704 847 0185 p.4
%NAT? Michael F. Easley, Governor
William .3. Ross Jr., Secretary
`0" ' North Caro;ina Department of Environment and Natural Resources
Alan Klimek, F. E., Director Division of Water Quality
"Y January 17, 2003
D%VQ -Tu- 03-0037
Mecklenbu-'a County
Project Name: Palisades South Residential and Golf Community
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Robert Rhein Interests
Attn: A In Jim Medall
5200 77 Center Drive, Suite 141
vtl.arlCLLe-, i\7C ^'.217
Dear Mr. `viedall:
On January, 1= i the Dr! -vtshon of Quality ,V-as otifiI rucc;pt i3f youi appii0C:i:Cr1
rtLarCllita you` -:)Iaa to Ill ,vaiers for tile pu pose of constructing a residential subdivision and golf cotllmuniry in
1 v Count-) al 'fn d to d cth7 `' wa`ers, please proNeflue 1 2Or!c,S Of -11e
i?'1°C!::e:' I:':J '. t?ti::rLiV :a isiia is ri;l il,r2 L I_ r4 These
following InSonnat!on and re r to itle DWQ -Lr listed abcv in your reply:. Please show these on imps of saitable
I:' A IA scal° (for instance 1" _. 100 feet) so ; e can .JJ.II to de m-;;-,e your p'.'Oje?tS' :,t.l ETC r -)F,
.0590.
1. Pleas::. show all strearr! impacts includil.,g all nil slopes, dissipaters, and bank stabilization on the site
plaI:.
2. Please provide a site plan with numbered lots aad. be certain that all lots are buildable without
additional stream or wetlalid -1Mpacts. From the site plans, it appears that several lots will require
additional impacts in order to construct buildings.
-1 Has WRP accepted payment for mitigation for this project?
4. Are the golf course features to be constructed as stormw'ater wetlands or as wet ponds? DWQ would
prefer stormwater wetlands.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copses 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 within three (3) weeks we will assume you no longer want to pursue the project and will
consider it withdrawn.
Sincere
hn R. DorneY
1 water QuaIi Certi cation Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Ccpy
Len Rindner

N. C. Division cf Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 ilJ.ailing Address)
2321 Crabtree Blvd., Raleigh, NC 27504.22EO (Location)
(19) 733-1766 (phore), 319-733-6833 (fax), (htip://h2o.enr.state.nc.us/ncaeliands
Feb 02 03 12:06p Leonard Rindner 704 847 0185
LEONARD S._ RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
FAX COVER LETTER
ICI 119?
Send To Fax Number : O W7 Date : A LO
To:
i
From
Reference: 3'7
Remarks/Message:
p.1
Copy: From :
`O?GF W ATF99G Wf lliam G. Ross sJr Secretary
F North Carolina Department of Environment and Natural Resources
_v? r-? Alan Klimek, P.E., Director Division of Water Quality
January 17, 2003
DWQ # 03-0037
Mecklenburg County
Project Name: Palisades South Residential and Golf Community
i
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Robert Rhein Interests
Attn: Mr. Jim Medall
5200 77 Center Drive, Suite 141
Charlotte, NC 28217
Dear Mr. Medall:
On January 14, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill waters for the purpose of constructing a residential subdivision and golf community in
Mecklenburg County. Approval from DWQ is required to disturb these waters. 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. I
2. Please provide a site plan with numbered lots and be certain that all lots are buildable without
additional stream or wetland impacts. From the site plans, it appears that several lots will require
additional impacts in order to construct buildings.
3. Has WRP accepted payment for mitigation for this project?
4. Are the golf course features to be constructed as stormwater wetlands or as wet ponds? DWQ would
prefer stormwater wetlands.
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 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
"entral Files
^v
-lion Unit,
Address)
/ncwetlands
r ¦% -:
f
p
PALISADES SOUTH
Residential & Golf Community
Charlotte, North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS TIIAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE
Prepared For:
} J
1 ? f f
Mn Jim Medall
Robert Rhein Interests
5200 77 Center Drive, Suite 141
Charlotte, NC 28217
Prepared By:
Yarbrough-Williams-Houle & Associates, Inc.
730 Windsor Oak Court
Charlotte, NC 28273
Leonard S. Rindner, PWS
Environmental Planning Consultant
3714 Spokeshave Lane
Matthews, NC 28105
[phone]

*Subject to verification by the USACE and NCDWQ
Date : 1/2003
1
t V 1
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If anv narticnlar item is not annlicable to this nroiect please enter "Not ADDlicable" or "N/A".)
L Processing
1. Check all of the approval(s) requested for this project:
0 Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
F,?J 401 Water Quality Certification f
2. Nationwide, Regional or General Permit Number(s) Requested: it
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: 1°"
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: ?
lI. Applicant Information
1. Owner/Applicant Information
Name: r. J1&, Mtd
Mailing Address: P06
Telephone Number: ?oJ G2-1 23321 Fax Number: Zo?f 57-1 also
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: a onus R i ndrxey- Aw5
Company Affiliation: v?ro..m?r.?ul r ,
Mailing Address: .3-7/4 5 poktisAave, ?
??-fth?ws { ?.1L 281 or,
Telephone Number: 70't 34t, d-t& I Fax Number: 7L)tJ O 1$5
E-mail Address:
1D- r. --F I I
v 40 ,
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 ofproject: IISadLS `J00-H.-
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: HtJe_4e*-_4tl _ Nearest Town: Vi`1
Subdivision name (include pdase/lot number):
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or Lat/Long): 35. 0&1177'0&1 , S t. o -f 23 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): d o o . O "I q ?G??h
7. Nearest body of water (stream/river/sound/ocean/lake): (IT of -a1c,- L?-Y l is 2r' c
8. River Basin: 4- Iv,G?
(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.ui/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: /odd-l ar,? In az_ .. INrd SCGoroCtyy
r
4.
Dona 4 of 17
t
10. Describe the overfill project in detail, including the type o equipment tq be used:
?i?r! ?OvmG? 7 /.LS A teru,C r???}.E /imrn(Art" rAe,
11. Explain the purpose of the proposed
d SS 1 n
I4- iOr\
V le'?
IV.
V.
VL
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
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.
cLS,e, cA44 . - .
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.
D-'7 '7 of V)
i
1. Provide a written description of the
r,
2. Individually list wetland impacts below: /10 uk?4" / M 44-k atr4yr99.0 ?
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online athMJ/www.fem&%xo v.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands pn the property: ?• a
Total area of wetland impact proposed: T Qr? /d
w r
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact. Perennial or
Intermittent?
lease specify)
/ r/u/P 3q (,do /ie' tlyd 3-Z4 04rr+/; /•-rr-
2 NwP -M d l.K "/' l/ '-`1 Uri?M - /
.4 S AwP-# 3ti d /, ' f _ to pelevln le- /
?t? au? l' 3? l rt rt = /

cM o? W/ 33 p? s
'(,Orhfilf ipt sel%W MM 1M Uy 1e4p6rlfy ;1s .' apacts include, but are not limited to: culverts and associated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of U/S/GS maps (e.g., www.tonozone.com,
r rrl ue .com, err. ?3 I lt/r ?/ t;/GS f?oL 0!
Cumulative impacts (linear distance in feet) to all stre2s on ste:
7&C. 2&f Dori /? UA imp. /n S?Y
+ Zl I f u?., n rte/
6p d rdtf;C46-
?? l 1., a /000 a?e-- ff'eklr'?r?.aC ?w??I33 ?GJ6tG 33c-?.
I
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below: /,10
If." I o eon. r. _.lrlc
Open Water Impact
Site Number

(indicate on ma
TYPa of Impact* Area of
Impact

(acres)
Name of Waterbody
(if applicable) Type of Waterbody

, Pond, estuary, sound,
(lake
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc. I
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
5..•_ 44-mAu o(_ r rATA- /uy i r xi / vo i d arGe- m i n i its ? zGdw-,
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.
DO- Onf l7
T
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
htip://h2o.enr.state.nc.us/ncwetlands/stnnizide.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
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:
i L
Amount of stream mitigation requested (linear feet): .140 //"0,-
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation re nested (acres):
c?l?r s? &_#4jC4 w
?v? tai./ /s /'? ?/?,/•GO[.
T "
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 d
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 -V
Yes ? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to
mitigation is required calculate the required an
multipliers.
each zone of the riparian buffers. If buffer
cunt of mitigation by applying the buffer
*
Zone Impact
(square feet)
Multiplier Required
Mitigation
1 3
2 1.5
Total
' Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
D- 11 of 11
{ T
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.
XL Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XIL Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater enerated from the roposed project, or available capacity of the subject facility.
rl ev I0KC- Mer_?( A 1?f41?
XIIL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes El No
Is this an after-the-fact permit a lication?
Yes ? No permit
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).

1113103
Applicant/Agent's Signature bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
13 .-t7of17

LEONARD S. RINDNER. PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
December 15, 2002
Mr. Steve Chapin - US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 208
Asheville, NC 28801 - 5006
Mr. John R. Dorney - Division of Water Quality - NCDENR
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Mr. Mike Parker - NCDENR - Division of Water Quality
919 North Main Street
Mooresville, NC 28115
Re: Palisades South Residential and Golf Community, Charlotte, Mecklenburg County, NC - + 1,000
Acres
Dear Sirs:
On behalf of my client, Rhein Interests, I am requesting eligibility to utilize Nationwide Permit #39 to
implement road crossings and facilitate stormwater management facilities in this well planned
community. The overall master plan has been approved based on extensive analysis and public
involvement over several years. Approximately 96% of the nearly five miles of streams identified on the
site will be preserved. There are no permanent impacts to wetlands proposed. Nationwide Permit 33 is
being requested for temporary road crossings and Nationwide Permit # 12 will be needed to implement the
sanitary sewer utilities within the project.
Summary of Proposed Impacts and Avoidance and Minimization Measures
A) Permanent stream impacts of + 265 linear feet to perennial streams are limited to two road
crossings of the nine crossings required for the project. The remaining seven road crossing will be
conducted by spanning the creek utilizing bottomless culverts. The proposed bottomless culverts allow for
a 42' wide span to avoid and minimize stream impacts.
B) There are no stream or wetland impacts to develop single family lots, parking lots, or buildings.
C) The streams will be protected by buffers in common open space and will be protected by deed
restrictions when incorporated in lots and the golf course.
D The project will includes a comprehensive stormwater management plan that addresses
stormwater discharges from the various land uses of the project. Stormwater treatment will be designed
and implemented according to NCDENR requirements and strict Lower Lake Wylie Watershed
requirements.
E) There are no impacts to the wetland areas or required Catawba River buffers adjacent to Lake
Wylie.
Palisades South, Page 3
January 13, 2003
Site Specific Information
I
The site is within the Lower Lake Wylie Watershed - Water Classification Q. The majority of the site is
moderately sloping to steep timbered woodland in secondary succession. The forested and scrub/shrub
headwater areas are dominated by Facultative, Facultative Wet and,Obligate species. In wetland areas,
trees include green ash, red maple, black willow, alder, silky dogwood, and sweetgum. Understory and
herbaceous strata includes smilax, microstegium, sedges, soft rush, and others. Herbaceous and
scrub/shrub vegetation is more dominant in areas subject to constant saturation or flooding, and areas in
earlier succession. Monacan soils may have hydric inclusions according to the Natural Resource
Conservation Service, Technical Guide-Section II-A-2, June 1991.
Summary of Waters of the U.S.
Wetland delineation was conducted to determine the actual extents and surveyed for planning and study
purposes.
Methodology
Preliminary identification and delineation of the Jurisdictional Waters on the site were determined
according to the Corps of Engineers Wetland Delineation Manual, Technical Report Y-87-1, 1987, with
Appendices. Preliminary data gathering included review and interpretation of topographic maps; USDA
Soil Conservation Survey; aerial photographs, and preliminary site visits to selected areas. Then the
Routine On-Site Determination Method was utilized to determine the upper boundary of the wetlands. In
order to make a positive wetland determination indicators of hydrophytic vegetation, hydric soil, and
wetland hydrology must be identified as described in the manual. The wetland boundary and surface
waters were identified in the field by and were reviewed and verified by the USACE (Steve Chapin). The
information has been used for planning and potential permitting purposes.
Vegetative Communities
Bottomland Hardwood/Headwater Forest
i
The Bottomland Hardwood and Headwater Forests on this site have developed in the moderately sloping
drainage ways. Species, which occur in these areas, include tulip-poplar (dominant species), sweetgum,
red maple, hackberry, red oak, ironwood, and other typical species that tolerate these wet and shallow root
conditions. Common understory trees and shrubs include dogwood, and black cherry. Invasive species
such as privet and Russian olive are prevalent. Woody vines include poison ivy, and greenbrier. The
herbaceous layer is variable based on exposure to light. Species include sedge and rush species,
jewelweed, and others in wetland areas.
Open Field
This includes all cleared non-wetland areas dominated by herbaceous plants. These have been periodically
mowed and are dominated by pasture grasses and perennial herbs including broomsedge, goldenrod, and
bush clover. Other areas have been undisturbed for longer and are in transition to dominant species such
as blackberry, greenbriar, redcedar, pines, and saplings.
Mixed Forest

Palisades South, Page 4
January 13, 2003
The non-wetland forested areas of the site are dominated by mixed forest. The Mixed Forest is
characterized by a mixture of canopy species of pines and hardwoods. Small areas within these forest
areas may have a predominance of pine or hardwoods. Pines include shortleaf pine, Virginia pine, and
loblolly pine, with eastern redcedar. Hardwoods include pine, sweetgum, red maple, red oak, white oak,
tulip poplar, hickory, and other common species. The subcanopy contains saplings and seedlings of
canopy species. Other subcanopy species include black cherry, holly, dogwood, elm, and privet. Invasive
species such as privet and Russian olive are prevalent. Woody vines common in the understory include
poison ivy, muscadine grape, honeysuckle, and other herbaceous and woody species.
Hydrophytic Vegetation has been identified according to the National List of Plant Species That Occur in
Wetlands: Southeast (Region 2), US Department of the Interior, Fish and Wildlife Service.
Summary Jurisdictional Waters of the U.S. and Description
1) Wetland (PFOIA, PSS1A, PFO1C, PEM1C) + 0.25 acres
2) Perennial and Important Perennial to Intermittent Streams (±26,00011) + 3.60 acres
4) Pond ± 2.50 acres
Total Jurisdictional Waters + 6.35 acres
*** This does not include the wetlands within the property lines of Lake Wylie. These wetlands are
unaffected by this project.
Summary Proposed Impacts
1) Wetland (PFOIA, PSS1A, PFO1C, PEM1C) NWP#39 + 0.00 acres
2) Perennial and Important Streams NWP #39 - +_265 If + 0.04 acres
3) Unimportant Intermittent Streams - ±850 If + 0.08 acres
4) Pond ± 0.00 acres
Total Impacts to Jurisdictional Waters + 0.12 acres
Approximately 743 if of stream will be spanned to implement road crossing&
Avoidance. Minimization, and Mitigation
The developers are committed to creating an environmentally responsible project. The plan and
commitments made in this report reflect a positive response, to the preliminary discussions,
determinations, and concerns of the regulatory agencies. Except for temporary construction and
development impacts, we believe that the proposed project with the proposed mitigation will not cause
significant cumulative impacts to the ecological functions or values of Jurisdictional Waters of the United
States.
Avoidance
The project has been designed to incorporate the preservation of streams and wetlands into the overall
master plan of the project and golf course. Approximately 96% of the streams identified on the site are not
Palisades South, Page 5
January 13, 2003
impacted by the development. There are no impacts to streams to develop lots, parking lots, or buildings.
There are no impacts to wetlands within the project area and no impacts proposed to wetlands adjacent to
Lake Wylie. Stream impacts are limited to road crossings and to unimportant intermittent streams as
indicated on the attached plans.
Minimization Measures
1) Approximately 743 If of stream will be spanned using bottomless culverts. The bottomless
culverts are proposed to allow a 42' span to avoid impacts to the stream banks. Golf cart crossings in the
golf course will span the creeks.
2) The streams will be protected by buffers in common open space and/or protected by deed
restrictions or similar mechanisms.
3) A minimum 25' forested buffer will be maintained along all streams to the fullest extent feasible.
It is expected that the buffers adjacent to the streams will substantially exceed this distance for the
overwhelming majority of the site. In those rare circumstances that grading requires encroachment within
25' paralleling the stream bank, the forest vegetation will be replaced at 12 trees / 1000 SF within a
minimum 15' from the stream bank, with the remaining 10 feet to be planted with native grasses and/or
shrubs. There shall be a minimum 2 rows of native trees staggered in a naturalistic pattern. No more than
20% of the trees required to be installed shall be of one species. Trees shall be located in a naturalistic
pattern. The ground surface surface shall be stabilized with grasses, shrubs, and/or at least 4" mulch
compacted. The trees shall be a minimum 1 112" to 2" caliper dbh at planting. In locations that require
clearing for the golf course the buffer will include native or acceptable naturalized grasses and/or low
shrubs. These areas shall fertilized to the minimum required to establish the vegetation upon installation
and to maintain and sustain healthy growth.
4) There will be no direct discharges of golf course drainage to (creeks. Stormdrainage from the golf
will be sheet drained over buffers to the extent feasible. Where point discharges are required,
stormdrainage will be filtered over the buffers using level spreading devices, or treated in stormwater
wetlands/pond areas. The stormwater wetland and pond areas are intended to be incorporated into the
plan of the golf course as indicated on the attached plans.
5) Project construction will strictly adhere to an approved Sedimentation and Erosion Control Plan.
Best Management Practices will include utilizing siltation trapping ponds and other erosion control
structures where appropriate. Impacts from hazardous materials and other toxins to fish and aquatic life
such as fuels will be avoided by not permitting staging areas to be located near surface waters.
6) Barricades to define construction limits to sensitive sites and to protect trees
7) As required by the 401 Water Quality Certification conditions, measures will be taken to prevent
"live" or fresh concrete from coming into contact with waters until the concrete has hardened
Mitigation Plan
I
A mitigation plan is proposed for a "no net loss" of wetland, stream, and surface water habitat, value, and
function to the extent feasible on this site. The goal of this plan is to preserve, protect and the extents of
the existing wetlands and streams to be saved through enhancement by the use of protective buffers.
Palisades South, Page 6
January 13, 2003
Streams to be preserved will be protected and enhanced with at least the minimum 25' natural or planted
buffer however as depicted on the plans, this will be substantially exceeded for most of the project. Pocket
wetlands and biofilters will be developed within the golf course to prevent direct discharge of stormwater
into the streams and to filter and absorb nutrients and other pollutants. A stormwater management facility
is also proposed for the grounds and golf course maintenance facility and for the clubhouse and parking
area as required. There will be no direct discharges of stormwater to any creek through the use of tail
ditching. Over 96% of the perennial, intermittent streams are preserved.
Stream Mitigation Requirement
To meet restoration mitigation requirements for stream impacts by grading, the developer is proposing to
contribute $50,875 to the North Carolina Wetland Restoration Program (4071f X $125/1f). This includes
265 if of impacts for road crossings with culverts and for 1401f of bottomless culvert in which a miter is
required.
Stormwater Management Plan
A Stormwater Management Plan will be designed and implemented for the project to meet the 401 Water
Quality Certification requirements and Lower Lake Wylie Watershed requirements. The wet ponds and/or
extended stormwater wetlands and/or other systems will be designed per the guidelines in NCDENR
Stormwater Best Management Practices, April 1999, and submitted for approval. These will be provide
for the multi-family residential areas, golf course maintenance and operation facility and parking, and the
clubhouse area and parking. Where point discharges are required in single family areas, stormwater will
will be filtered over buffers using level spreading devices or treated in stormwater wetland areas or other
acceptable stormwater treatment facilities.
There will be no direct discharges of golf course drainage to creeks. Stormdrainage from the golf will be
sheet drained over buffers to the extent feasible. Where point discharges are required, stormdrainage will
be filtered over the buffers using level spreading devices, or treated in stormwater wetland/pond areas.
The stormwater wetland and pond areas are intended to be incorporated into the plan of the golf course as
indicated on the attached plans. Other bio-retention facilities may be proposed during the design
development stage for the golf course.
As required, the written stormwater management plan will be submitted to NCDENR-DWQ for approval.
The plan will include plans and specifications for the stormwater management facilities and designed to
remove 85% TSS according to the most recent version of the NCDENR Stormwater Best Management
Practices Manual.
Temporary Construction Access
Temporary construction access is proposed to be conducted in strict accordance with Nationwide Permit
#33 and WQC#3366. Where feasible, temporary road crossings for construction will be located at
expected locations of utility line crossings. Appropriate measures will be taken to maintain near normal
downstream flows and to minimize flooding. Fill will be of materials, and placed in a manner, that will
not be eroded by expected high flows. Temporary will be entirely removed to upland areas, or dredged
material returned to its original location, following completion of the construction activity, and the
affected areas will be restored to the pre-project conditions.
Palisades South, Page 7
January 13, 2003
The temporary construction access will be conducted at a perpendicular angle to the stream. The location
will be selected in the field to avoid to the extent feasible riffle pool complexes within the stream. The
substrate at the temporary crossing will be restored to match the existing elevation of the watercourse. The
banks will be restored utilizing live stakes (silky dogwood, black willow, etc) and/or other natural
vegetation if within sewer line rights-0f--ways.
A) All new development shall be located, designed, constructed, and maintained to have minimal
disturbance to protect water quality to the maximum extent practicable through the use of best
management practices;
B) Appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual"
or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the
Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance
with all specifications governing the proper design, installation and operation and maintenance of such
Best Management Practices in order to assure compliance with the appropriate turbidity water quality
standard.
C) All sediment and erosion control measures placed in wetlands or waters shall be removed and the
original grade restored within two months after the Division of Land Resources has released the project;
D. Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown
to DWQ that providing passage would be impractical. Design and placement of culverts including open
bottom or bottomless arch culverts and other structures including temporary erosion control measures
shall not be conducted in a manner that may result in aggradation, degradation or significant changes in
hydrology of wetlands or stream beds or banks, adjacent to or upstream and down stream of above
structures. The applicant is required to provide evidence that the equilibrium shall be maintained if
requested in writing by DWQ. Additionally, when roadways, causeways or other fill projects are
constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must be
provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway
that may result in aggradation, degradation or significant changes in hydrology of streams or wetlands;
E. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of
the state until the concrete has hardened;
F. All temporary fill shall be removed to the original grade after construction is complete and the
site shall be stabilized to prevent erosion;
G. Pipes shall be installed under the road or causeway in all streams to carry at least the 25 year
storm event as outlined in the most recent edition of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" so as not to restrict stream
flow during use of this Certification. i
Sanitary Sewer Installation
The utilities for the project will be conducted in accordance with Nationwide Permit #12 and WQC
Palisades South, Page 8
January 13, 2003
#3374. Impacts to wetlands are not proposed. Temporary construction impacts will be limited to stream
crossings.
Best Management Practices will also be employed to minimize impacts to Jurisdictional Waters. This will
include:
- Siltation Barriers
- Sediment Traps and Diversion Ditches
- Barricades to define construction limits to sensitive sites and to protect trees
- Preconstruction meetings
- Other methods as appropriate
- Vehicular access will be restricted to specific areas to avoid disturbance to adjacent wetlands and
natural areas to be preserved.
Short term constriction impacts, primarily stream sedimentation will affect aquatic habitat, however this
will be minimized to the extent practicable to promote rapid recovery. Project constriction will strictly
adhere to an approved Sedimentation and Erosion Control Plan. Best Management Practices will include
utilizing siltation trapping ponds and other erosion control strictures where appropriate. Impacts from
hazardous materials and other toxins to fish and aquatic life such as fuels will be avoided by not
permitting staging areas to be located near surface waters. Also, as required by the 401 Water Quality
Certification conditions, measures will be taken to prevent "live" or fresh concrete from coming into
contact with waters until the concrete has hardened.
As required by Nationwide Permit 12, the topsoil shall be saved through the disturbed area and the top 6"
to 12" of the trench will be backfilled with this topsoil to encourage rapid re-establishment of previous
vegetation conditions. Excess material must be removed to upland areas immediately upon completion of
construction. The contours throughout the area of disturbance will also be restored immediately upon the
completion of construction. An annual species suitable for wet locations will be planted within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue will not be specified. The
remaining Nationwide Permit 12 and 401 Water Quality Certification conditions which includes the
following will be incorporated into the plans and specifications of the project
Grassing Specification
Disturbed wetland areas shall be stabilized with annual small grains that will initially stabilize the soils
and then allow the natural vegetation to become re-established. For stabilization, outside the optimum
planting windows, using a mixture of species on either side of the window may increase chances of a good
stand. Germination will be most difficult in the December - February period For wetland stabilization
during this period, it will be necessary to be sure that wetlands are well mulched. Annual lespedeza could
be added to any planting mixtures during this period because it will germinate during the first warm days
of spring.
Seeding Mixture
Dates Tvnes Rate
April 15 - Sept. 1 Temporary Crop
Jap. Millet or Sorghum 40 1bs /acre
Palisades South, Page 9
January 13, 2003
Aug. 25 - Oct. 31
Nov. 1 - April 15
Nurse Plants
Wheat 50 Is /acre
Kobe lespedeza 151b/acre
Wheat or Winter Rye 40 Is /acre
Kobe lespedeza 151b/acre
Between May 1, and August 15, add 101bs/acre German millet or 15lb/acre Sudangrass. Prior to May 1
or August 15, add 40 lb/acre rye (grain).
Other native grasses or annuals suited to wet conditions may be selected with approval. No fescue or other
turf grasses shall be used in wetland areas.
NCDWQ Conditions of Certification
1. Activities covered by this General Certification do not require written concurrence from the
Division of Water Quality as long as they comply with all conditions of this General Certification and the
conditions of Nationwide Permit 12 or Regional Permit 198100049. Any condition in this certification
which is not met requires notification to and concurrence from DWQ;
2. The edge of the construction corridor is installed parallel to and closer than 10 feet (3 meters) to
a stream or if the utility line crosses a stream channel at less than 75 degrees or more than 105 degrees of
the stream bank;
3. Any wastewater line that crosses any stream shown on the most recent version of the 1:24,000
USGS topographic map as permanent or intermittent shall be installed with no-seam piping. If no-seam
piping is not able to be installed, written concurrence from NCDWQ is required
4. Construction corridors parallel to streams shall be placed at the furthest distance from the stream
to the maximum extent possible;
5. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of
the state until the concrete has hardened;
6. Placement of rip rap is restricted to stream bottoms and banks directly impacted by the placement
of the utility line. Rip-rap may only be used below the normal high water level. The stream berm must be
restored to the original contours after construction;
7. That appropriate sedimentation and erosion control practices which equal or exceed those
outlined in the "North Carolina Erosion and Sediment Control Planning and Design Manual" or "North
Carolina Surface Mining Manual" are utilized to prevent exceedances of the appropriate turbidity water
quality standards (50 NTUs in streams and rivers not designated as trout waters by NCDWQ; and all lakes
and reservoirs; and 10 NTUs in trout waters);
8. All sedimentation and erosion control measures placed in wetlands shall be removed and the
natural grade restored after the Division of Land resources has released the project;
Palisades South, Page 10
January 13, 2003
9. Annual species suitable for wet locations shall be planted within jurisdictional wetlands for soil
and erosion control. Perennials such as fescue are prohibited;
10. No fertilizer shall be applied within 10 feet of streams;
11. The construction corridor (including access roads and stockpiling of materials) is limited to 40
feet in width in wetlands and must be minimized to the maximum extent practicable.
12. Permanent, maintained access corridors shall be restricted to the minimum width practicable and
shall not exceed 10 feet in width except at manhole locations. A 10 feet by 10 feet perpendicular vehicle
turnaround must be spaced at least 500 feet apart.
13. An anti-seep collar shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet up the gradient until the utility exits the wetland for buried
utility.lines. Anti-seep collars may be constructed with Class B concrete, compacted clay, PVC pipe, or
metal collars. Wetland crossings that are directionally drilled, and perpendicular wetland crossings that
are open cut and less than 150 feet (45.7 meters) long do not require anti-seep collars.
The compacted clay shall have a specific discharge of 1 X 10 -5 cm/sec or less. A section and plan view
diagram is attached for the anti-seep collars. The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded
course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular
course aggregate 5.5
c) Maximum water-cement ratio gallons per sack 6.8
d) Slump range 2"to 4"
e) Minimum strength - 28 psi 2,500
14. This general certification does not authorize any permanent changes in preconstruction elevation
contours in waters or wetlands. The permitee will have a specific plan for restoring wetland contours. Any
excess material will be removed to a high ground disposal areas;
15. If an environmental document is required, this certification is not valid until a FONSI or ROD is
issued by the State Clearinghouse;
16. N/A
17. Compensatory mitigation (i.e., restoration, creation or preservation) for wetland losses will not be
required for this Certification if written concurrence is not needed.
18. Written concurrence is required if the maintenance corridor is greater than 10 feet wide
Temporary placement of excavated or fill material in waters and' wetlands will be for the absolute
minimum period of time necessary to accomplish the work. Each individual crossing will be stabilized
immediately with native vegetation. Stabilizing with non-native grasses (i.e., fescue, etc.) is prohibited.
Anti-seep collars must be installed at no greater than 150-foot intervals on all sewer and drain lines
placed in wetlands, and all utility lines must be installed to prevent drainage of wetlands (i.e., no French
drain" construction, etc.) The total width of the access corridor excavation and temporary fill area
Palisades South, Page 11
January 13, 2003
(including mechanized land clearing) is restricted to no more than 40 feet and must be minimized to the
extent practicable.
Protection from Future Development
Rem fining streams and wetlands will be protected in common open space. As required, deed notifications
or similar mechanisms will be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of al streams and ponds on the property.
COMPLIANCE WITH WETLAND REGULATIONS
In accordance with Title 15 NCAC 211.0500, the following DEED NOTIFICATION shall be recorded in
the County Registry prior to the conveyance of lots. Said Deed Notification shall apply to (name
of subdivision), lot numbers in County, North Carolina as shown on plans titled
(subdivision name) prepared by ( name of designer) dated
date:
"A portion of this lot has been determined to meet the requirements for designation as a
regulatory wetland. Any subsequent fill or alteration of this wetland shall conform to the
requirements of the state wetland rules adopted by the State of North Carolina in force at the time
of the proposed alteration. The intent of this provision is to prevent additional wetland fill, so the
property owner should not assume that a future application for fill would be approved. The
property owner shall report the name of the subdivision in any application pertaining to said
wetland rules. This covenant is intended to ensure continued compliance with wetland rules
adopted by the State of North Carolina and, therefore, benefits may be enforced by the State of
North Carolina. This covenant is to run with the land and shall be binding on all Parties and all
persons claiming under them."
(Signature)
Owner's name
Address
City, state, zip
Phone Number:
STATE OF NORTH CAROLINA
COUNTY
I, , a Notary Public of the State of North Carolina,
County, hereby certify that owner personally appeared before me this day and executed by
above certification.
Witness my hand and notarial seal, this day of
2003
(Notary public)
My commission expires
Palisades South, Page 12
January 13, 2003
Threatened and Endangered Species
Federally listed plant and animal species with endangered or threatened status are protected under the
Endangered Species Act of 1973. The US Fish and Wildlife Service has identified Schweinitz's sunflower
and the Carolina heelsplitter. Schweinitz's sunflower thrives in full sun characteristic of succession fields,
margins, and forested openings. The site was extensively surveyed by Dr. Jim Matthews of the Habitat
Assessment Restoration Program. Based on a review of that survey habitat conducive to support the
Schweinitz's sunflower is not present area. Nestronia, a species of concern was found on the site. Prior to
construction, a selected quantity of these plants will be relocated. The Carolina heelsplitter is a freshwater
mussel, which prefers shaded areas either, in a ponded portion of a small stream or in runs along steep
banks with moderate current. Primary habitat is waters less than three feet deep with a soft mud, muddy
sand, or shady gravelly substrate. It is normally restricted to protected silted areas or under banks
especially associated with obstructions such as stumps or fallen trees. Its current distribution according to
the U.S. Fish and Wildlife Service is limited to portions of two streams - Goose Creek and Waxhaw
Creek - and a small river originating from rural areas in Union County. Therefore it is not expected to
occur on this site.
Aquatic Habitat
The aquatic systems in the project area consist of tributaries in the Catawba River Basin. A variety of
wildlife is supported by these systems including mammals, birds, reptiles, amphibians, fish, insects,
mollusks, and crustaceans. Therefore strict adherence to an approved erosion and sedimentation control
plan will be maintained during the construction period in order to control degradation of water quality
downstream and protect the areas to be preserved.
The Carolina Darter (Etheostoma collis) is a fish that inhabits small streams such as those found in the
project area. This species has a federal status of Proposed Special Concern and a state status of Special
Concern. The species prefers small clear streams of less than 15' width with moderate to swift current and
a sand/gravel benthic composition. It apparently tolerates a wide range of water quality conditions and
vegetation types adjacent to the streams and appears resistant to pollution. Therefore, strict adherence to
an approved erosion and sedimentation control plan will be maintained during the construction period in
order to control degradation of water quality.
Cultural Resources
The project site is disturbed from previous timbering activities. The Cultural Resources Assessment Group
has conducted a archaeological survey. The report has been submitted to the State Historic Preservation
Office for review and approval. Additional archaeological surveys were not recommended based on the
findings of this report.
Conclusion
Based on the value of the jurisdictional waters and wetlands on this site, the developer has chosen to
balance the site's economic viability with its environmental value and permitability. The goal of the
Mitigation Plan is to help balance the environmental consequences,of this development by minimizing
impacts to the extent feasible and preserving the remaining streams and wetlands in common open space
and buffers. Protection of waters downstream of the project site will be protected through strict adherence
to an approved Stormwater Management Plan.
Palisades South, Page 13
January 13, 2003
Please contact me if you have any questions or require additional explanation. Thank you for your
consideration.
Sincerel
O
Leonard S. Rindner, PWS
Environmental Planning Consultant
Professional Wetland Scientist
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INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME DATE b2
PROPOSED CHANNEL WORK(i.e., culvert, relocation, etc.) Mod,
WATERBODY/RIVERBASIN COUNTY/CITY
RECENT WEATHER CONDITIONS
P SP NP Observation Comments or Description
h/Shellfish/Crustaceans Present
Benthic Macro Invertebrates
Amphibians Present/Breeding
Algae And/Or Fungus (water quality function)
,Wildlife Channel Use (i.e. tracks, feces, shells, others)
Federally Protected Species Present (Discontinue)
Riffle/Pool Structure
Stable Streambanks
Channel Substrate
i.e. gravel, cobble, rock, coarse sand)
Riparian Canopy Present (SP =/> 5(rclosure)
Undercut Banks/Instream Habitat Structure
Flow In Channel
Wetlands Adjacent To/Contig. With Channel
(Discontinue)

istent Pools/Saturated Bottom
e through Sept)
7.
Seeps/Groundwater Discharge (June through Sept)
Adjacent Floodplain Present
Wrack Material or Drift Lines
Hydrophytic Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y
Does Channel Appear On A Quad Or Soils Map?
icJ.clL poi..7`
Y k J Approx. Drainage Area:
Determination:
Derennial Channel (stop) 8 Important Channel: LF PROJECT MGR. Fniti
Intermittent Channel (proceed) Unimportant Channel: 25-D LF
Ephemeral Channel (no jd) (attach map indicating location o ' portant/unimportant channel)
Ditch Through Upland (no id)
Evaluator's Signatur
(if other than C.O.E. project manager)
P--Present SP=Stongly Present NP=Not Present
Sri tJaX ray/s? ! - /2/(
11/4/98
44_ d11-

i
ACTION ID
INTERMITTENT CHANNEL
EVALUATION FORM' ?7
APPLICANT NAME &G!/- /h 1G/G{ DATE 0Z
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) G? I T" ?L+"????`??
WATERBODY/RIVER BASIN ??C.7 G(1A1&P6, ?lGC//? COUNTY/CITY L?'-
?G\
RECENT WEATHER CONDITIONS
RI-140
P SP NP Observation Comments or Description
Fish/Shellfish/Crustaceans Present
Benthic Macro Invertebrates
Amphibians Present/Breeding
Algae And/Or Fungus (water quality function)
Wildlife Channel Use (i.e. tracks, feces, shells, others)
Federally Pmtected Species Present (Discontinue)
Riffle/Pool Structure
Stable StrPa**+banks
Channel Substrate
(Le. gravel, cobble, rock, coarse sand)
Riparian Canopy Present (SP =/> 500/6 closure)
ndercut Banks/Instrea . Habitat Structure

1-0010 Flow In Channel

00 Wetlands Adjacent To/Contig. With Channel
scontinue)
Persistent Pools/Saturated Bottom
une through Sept.)
Seeps/Groundwater Discharge (June through Sept.)
Adjacent Floodplain Present
Wrack Material or Drift Lines
Hydrophytic Vegetation in/adjacent to channel
-?.- a ?/?twr -IV b -0. , -If ALc- w,
Important To Domestic Water Supply? Y (29 j
Does Channel Appear On A Quad Or Soils Map? Y N Approx. Drainage Area:
Determination:
,Perennial Channel (stop) 8 Important Channel: IF PROJECT MGR Initi
Intermittent Channel (proce ?) Unimportant Channel* Q6 O LF
Ephemeral Channel (no jd) (attach map indicating location importandunimportant channel)
Ditch Through Upland (no id)
Evaluator's Signa
er than C.O.E. project manager)
P--Present SP=Stongly Present NP=Not Present 11/4/98
SI GAS /,4 1 s/ Act &J44
ovy-e

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Palisades South
Project Number 03 0037
Recvd From APP
Received Date 1/14/03 Recvd By Region
Project Type residential / golf community
County Mecklenburg
County2
Region Mooresville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream' Class Acres Feet » _. -1? -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 O Y O N F- 11-(117) WSIV B & CA 30,834. 11,115.00 265.00 850.00
F 12 F-O Y OO N F-F-F-F--30,834. F_- F- I F- ,
33 ?- O Y O N ???? 30,834. F__ I - ? F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y (0 N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? O Y ON
Recommendation: O Issue * Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
New 401 review,
Subject: New 401 reviews
Date: Fri, 28 Mar 2003 10:06:24 -0500
From: Alex Marks <[e-mail]>
Organization: NC DENR DWQ
To: Cyndi Karoly <[e-mail]>
030037 - Palisades South
Recommend combining car and golf cart stream crossing to reduce overall
amount impacts at appropriate locations (hard to tell from documents
supplied though if this possible or how close these crossing are
together anyway). Not sure what is meant by important vs. unimportant
streams. Site plan does not clearly label areas that will be preserved
open space.
030330 - Durham Road widening
Suggest bridges rather that culverts to cross streams/wetlands
Is there a real need to expand the roadway? Have the applicants
provided a traffic study? Could not be ascertained from information
provided.
Alex Marks, AICP
Environmental Specialist
DENR/Division of Water Quality
[phone] ext 555
1 of 1 3/31103 9:40 AN
r
LEONARD S. RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax[phone]
April 4, 2003
Mr. John R. Dorney - Division of Water Quality - NCDENR
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Mr. Mike Parker - NCDENR - Division of Water Quality
919 North Main Street
Mooresville, NC 28115
i
Mr. Steve Chapin - US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 208
Asheville, NC 28801 - 5006
WETLANDS / 401 GROUP
APR 7 ?003
WATER QUALITY SECTION
Re: DWQ - 03-0037 / Palisades South Residential and Golf Community, Charlotte,
Mecklenburg County, NC - + 1,000 Acres
Dear Sirs:
On behalf of my client, Rhein Interests, I submitting the additional information that was
requested in your letter dated January 17, 2003 and from comments made during site
visits with Mike Parker - DWQ and Steve Chapin of the USACE. The additional
information has been incorporated into the permit application and the supportive
documents.
Please contact me if you have any questions or require additional explanation. Thank you
for your consideration.
06ofiard S. Rindner, PWS
Environmental Planning Consultant
Professional Wetland Scientist
PALISADES SOUTH
Residential & Golf Community
Charlotte, North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS TIMT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE
Prepared For.
Mr. Jim Medall
Robert Rhein Interests
5200 77 Center Drive, Suite 141
Charlotte, NC 28217
Prepared By.
Yarbrough-Williams-Houle & Associates, Inc.
730 Windsor Oak Court
Charlotte, NC 28273
Leonard S. Rindner, PWS
Environmental Planning Consultant
3714 Spokeshave Lane
Matthews, NC 28105
[phone]
*Subject to verification by the USACE land NCDWQ
Original Submittal Date : 1/2003
Revised Submittal Date /Comments from NCDWQ and Site Meetings with
USA CE and NCDWQ - April, 2003
1
OF WAT Michael F. Easley, Governor
O? William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
? ?r-? Alan Klimek, P.E., Director Division of-Water Quality
January 17 2003
Project Name:
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Robert Rhein Interests
Attn: Mr. Jim Medall
5200 77 Center Drive, Suite 141
Charlotte, NC 28217
Dear Mr. Medall:
DWQ # 03-0037
Mecklenburg County
Palisades South Residential and Golf Community
On January 14, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill waters for the purpose of constructing a residential subdivision and golf community in
Mecklenburg County. Approval from DWQ is required to disturb these waters. Please provide 7 copies of the
following information and refer to the DWQ 4 listed above in your reply. Please show these on maps of suitable
scale (for instance I" = 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.
2. Please provide a site plan with numbered lots and. be certain that all lots are buildable without
additional stream or wetland impacts. From the site plans, it appears that several lots will require
additional impacts in order to construct buildings.
3. Has WRP accepted payment for mitigation for this project?
4. Are the golf course features to be constructed as stormwater wetlands or as wet ponds? DWQ would
prefer stormwater wetlands.
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 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 '
Len Rindner
1,! EP`
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/ncwetiands
North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
January 17, 2003
Leonard Rindner
Environmental Planning Consultant
3714 Spokeshave Lane
Matthews, NC 28105
Subject: Project: Palisades South
County: Mecklenburg
F15%
NCDENft
The purpose of this letter is to notify you that the North Carolina Wetlands Restoration. Program
(NCWRP) is willing to accept payment for stream impacts associated with the subject project. Please
note that the decision by the NCWRP 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 NCWRP 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 January 12, 2003, 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 NCWRP will accept for this project is
also indicated in this table.
Stream
(linear feet) Wetland
(acres) Riparian Buffer
(ft2)
Impacts 1150
Mitigation Maximum 2300
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 03050101 of the
Catawba 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,
Ronald E. Jrre
Program Manager
cc: Cyndi Karoly, Wetlands/401 Unit
Steve Chapin, USACOE-Asheville
Mike Parker, Mooresville DENR Regional Office
Wetlands Restoration Program 1619 Mail Service Center
[phone]
Raleigh, NC 27699-1619
Fax: [phone]
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".)
I. Processing
1. Check all of the approval(s) requested for this project:
P?1 Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
PI 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested. 3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:]
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
Owner/Applicant Information
Name: Mr. J1 w,
Mailing Address: P-ob F 1 ,,? n Cre,s
v+
Telephone Number: 7Q`{ X27 2,3631 Fax Number: `7oL{ SZ'I 67Sa
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: eonurd R I rdn{,,- ?wS
Company Affiliation: v?rcr.m?i. P r
Mailing Address: 3-1 H 5 Pakc.shaye, txt-b_c•_
to flh,twc, mc, 728105
Telephone Number: 701 Q4& 0-f&1_ Fax Number: 7? OEM 018S
E-mail Address:
DonnGof17

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.
I
1. Name of project: IISQdLS Soulk
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: c-ln? t1 Nearest Town:
Subdivision name (include p ase/lot number):
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or Lat/Long): 35 e>&q-5 ° M 811o -t 23 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): 1000 . 0-7'q AG?'th
7. Nearest body of water (stream/river/sound/ocean/lake): UT of La kr- Wy ?L Qr-4-
? ?1t,? Wy I i,L
8. River Basin: ??-??- 1vG?
(Note - this must be one of North Carolina's seventeen designated major river basins. The
aps/.)
River Basin map is available at llnp://h2o.enr.state.nc.us/admin/m
9. Describe the existing conditions on the site and general land us m the vicinity of the project
at the time of this appj;cation: wo ad-14r--vL ?1 ? t n"' d SG Lor -

.a4 .
Dorm f of 11
10. Describe the
in
r,
the type o equipment tg be used:
11. Explain the purpose of the proposed work:,l'OO-d- VO S< I r" S T(n S -bC OeN
IV. Prior Project History
V.
VI.
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
Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion oqf this work from the current application.
2?,p?1 ?-{? aril rs.._??ry.?-1? ?..,,, I ???'?iar?S .r.?? ?+?a}'" ?a?c,'?.a? . (--}owu
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.
D.-'7 of 17
1. Provide a written description of the
rtl,k,4 crorX in G 5 2ri frr<
r
2. Individually list wetland impacts below: NO Gt&.7f " / My>ac? elz nrgop '
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres Located within
100 year Floodplain**
es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, gradmg, lilt,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online athtti)://www.fem&go
v.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlandspn the property:
Total area of wetland impact proposed: I'M m 7 t dry /d u
W "r
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) i
Stream Name** Average Width
of Stream
Before Irri ct Perennial or
Intermittent?
lease specify)
/ r/wP -ja 3q &00 l,(' Vrv VW wfmr, i^?'
?i pqWP M l ir -/f q Vn ?M " /?,
V
i 4 ic- l
?? US1 ? p ?? ? ? i r r r ? G/t /? iA./

ew of tl 31
t.ft gt t&9vTAiPt se l'3 M 1Q6nih1"y-1e4p6rlify iZfip'ddfs.' "pacts include, but are not limited to: culverts and associated np rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net 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.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.toyozone.com,
www.ma ue com, etc.
P?i Cumu ative impacts linear distance in feet) to all streal+hs on site:
OvO 4C' or (),p. 1n4- Sf?G
+ 2-? tic., r? i? l < ,-,j
D., r. 4 ..f I l Cj of trcP? /n C J1000 acle,
*25D (? T ?? ? (&s/r s ??or?iuw??33
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below: /Jo Imep arm
? d? .. ?.lric
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
Name of Waterbody )
(if applicable Type of Waterbody
(fie, pond, estuary, sound,
ba , ocean, etc.

" 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
<.,_ Ax-eJu_o(_ re n,r4-- rcu sri ? n r Colo i d -4r-u- arm m t n i In r z?"fZO'?
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
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):f?rJ.
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount ofCoastal wetland mitigation re nested (acres):
7 6 //TWX lec s w lv ?h ?? w
Done 1 A _f V)
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.
*
Zone Impact
(square feet
Multiplier Required
Mitigation
1 3
2 1.5
Total
• Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
D., no 1 1 .+f 17

please discuss what type of mitigation is proposed (i.e., Donation
If buffer mitigation is required, 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.
XL Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater? generated from the roposed prooject, or available capacity of the subject facility.
XUL Violations (required by DWQ)
Is this site in violation of DW Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
3 b?j
D., nn V) ..f V)
LEONARD S. RINDNER PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
April 4, 2003
Mr. Steve Chapin - US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 208
Asheville, NC 28801 - 5006
Mr. John R. Dorney - Division of Water Quality - NCDENR
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Mr. Mike Parker - NCDENR - Division of Water Quality
919 North Main Street
Mooresville, NC 28115
Re: Palisades South Residential and Golf Community, Charlotte, Mecklenburg County, NC - + 1,000
Acres
Dear Sirs:
On behalf of my client, Rhein Interests, I am requesting eligibility to utilize Nationwide Permit #39 to
implement road crossings and facilitate implementation of stormwater management facilities in this well
planned community. The overall master plan has been approved based on extensive analysis and public
involvement over several years. More than 98% of the nearly five miles of streams identified on the site
will be not be permanently impacted by the proposed development. There are no permanent impacts to
wetlands proposed. Nationwide Permit 33 is being requested for temporary road crossings and Nationwide
Permit #12 will be needed to implement the sanitary sewer utilities within the project.
I
Summary of Proposed Impacts and Avoidance and Minimization Measures
A) Meetings were held with Mr. Mike Parker of NCDENR and Mr. Steve Chapin of the USACE to
review plans and develop avoidance and minimization measures. The permit application with the
requested modifications reflects the input provided by the NCDENR and the USACE.
B) Permanent stream impacts of + 265 linear feet to perennial streams are limited to two road
crossings of the nine crossings required for the project. The remaining seven road crossing will be
conducted by spanning the creek utilizing bottomless culverts. The proposed bottomless culverts allow for
a 30' to 42' wide span to avoid and minimize stream impacts. A illustration of the proposed design of the
bottomless culvert is provided in the supportive documentation.
C) Permanent stream impacts are for road crossings and to construct stormwater wetlands in
intermittent stream channels in locations agreed to by the USACE. There are no stream or wetland
impacts to develop single family lots, parking lots, or buildings.
D) The streams will be protected by buffers in common open space and will be protected by deed
restrictions when incorporated in lots and the golf course. Prior to construction, final buffer plans will be
submitted to the NCDWQ and the USACE for review and comment.
Palisades South, Page 3
April 4, 2003
E) As requested, golf course clearings of the existing tree canopy will be minimized to the extent
feasible. The trees will be replaced with small trees and shrubs to maintain and re-establish shaded
conditions to the fullest extent feasible.
F) The project will includes a comprehensive stormwater management plan that addresses stormwater
discharges from the various land uses of the project. Stormwater treatment will be designed and
implemented according to NCDENR requirements and strict Lower Lake Wylie Watershed requirements.
The proposed stormwater management plan will meet or exceed the conditions of the 401 water Quality
Certification when issued.
G) There are no impacts to the wetland areas or required Catawba River buffers adjacent to Lake
Wylie.
i
Site Specific Information
The site is within the Lower Lake Wylie Watershed - Water Classification C). Perennial and intermittent
streams, wetlands, and former ponds were identified on the site. The riparian areas can be classified as
Palustrine Broad Leaved, Scrub Shrub, and Emergent (PFOIA, PSS1A, PEM1C). The U.S. Army Corps of
Engineers (USACE) and the North Carolina Department of Environment and Natural Resources has
determined that the majority of they these intermittent to perennial streams have important aquatic value.
Characteristics include evidence of persistent pools; amphibians and macro-invertebrates; evidence of
wildlife utilizing the stream; and rocky, gravelly, and sandy channel substrate. Unimportant intermittent
channels were also identified and approved by the NCDENR and USACE on the site in the #4 and # 17 golf
corridor. The majority of the site is moderately sloping to steep timbered woodland in secondary
succession. The forested and scrub/shrub headwater areas are dominated by Facultative, Facultative Wet
and Obligate species. In wetland areas, trees include green ash, red maple, black willow, alder, silky
dogwood, and sweetgum. Understory and herbaceous strata includes smilax, microstegium, sedges, soft
rush, and others. Herbaceous and scrub/shrub vegetation is more dominant in areas subject to constant
saturation or flooding, and areas in earlier succession. Monacan soils may have hydric inclusions according
to the Natural Resource Conservation Service, Technical Guide-Section I1-A-2, June 1991.
Summary of Waters of the U.S.
Wetland delineation was conducted to determine the actual extents and surveyed for planning and study
purposes. The wetland delineation was field verified by the USACE. The site was also reviewed with Mike
Parker of NCDWQ, to confirm agreement with the determination.
Methodology
Preliminary identification and delineation of the Jurisdictional Waters on the site were determined
according to the Corps of Engineers Wetland Delineation Manual,,Technical Report Y-87-1, 1987, with
Appendices. Preliminary data gathering included review and interpretation of topographic maps; USDA
Soil Conservation Survey; aerial photographs, and preliminary site visits to selected areas. Then the Routine
On-Site Determination Method was utilized to determine the upper boundary of the wetlands. In order to
make a positive wetland determination indicators of hydrophytic vegetation, hydric soil, and wetland
hydrology must be identified as described in the manual. The wetland boundary and surface waters were
identified in the field by and were reviewed and verified by the USACE (Steve Chapin). The information
has been used for planning and potential permitting purposes.
Palisades South, Page 4
April 4, 2003
Vegetative Communities
Bottomland Hardwood/Headwater Forest
The Bottomland Hardwood and Headwater Forests on this site have developed in the moderately sloping
drainage ways. Species, which occur in these areas, include tulip-poplar (dominant species), sweetgum, red
maple, hackberry, red oak, ironwood, and other typical species that tolerate these wet and shallow root
conditions. Common understory trees and shrubs include dogwood, and black cherry. Invasive species such
as privet and Russian olive are prevalent. Woody vines include poison ivy, and greenbrier. The herbaceous
layer is variable based on exposure to light. Species include sedge and rush species, jewelweed, and others
in wetland areas.
Open Field
This includes all cleared non-wetland areas dominated by herbaceous plants. These have been periodically
mowed and are dominated by pasture grasses and perennial herbs including broomsedge, goldenrod, and
bush clover. Other areas have been undisturbed for longer and are in transition to dominant species such as
blackberry, greenbriar, redcedar, pines, and saplings.
Mixed Forest
The non-wetland forested areas of the site are dominated by mixed forest. The Mixed Forest is
characterized by a mixture of canopy species of pines and hardwoods. Small areas within these forest areas
may have a predominance of pine or hardwoods. Pines include shortleaf pine, Virginia pine, and loblolly
pine, with eastern redcedar. Hardwoods include pine, sweetgum, red maple, red oak, white oak, tulip poplar,
hickory, and other common species. The subcanopy contains saplings and seedlings of canopy species.
Other subcanopy species include black cherry, holly, dogwood, elm, and privet. Invasive species such as
privet and Russian olive are prevalent. Woody vines common in the understory include poison ivy,
muscadine grape, honeysuckle, and other herbaceous and woody species.
Hydrophytic Vegetation has been identified according to the National List of Plant Species That Occur in
Wetlands: Southeast (Region 2), US Department of the Interior, Fish and Wildlife Service.
Summary Jurisdictional Waters of the U.S. and Description
1) Wetland (PFOIA, PSS1A, PFOIC, PEM1C) + 2.50 acres
2) Perennial and Important Perennial to intermittent Streams (±26,00010 + 4.00 acres
4) Pond ± 2.50 acres
Total Jurisdictional Waters + 9.0U acres
*** This does not include the wetlands within the property lines of Lake Wylie. These wetlands are
unaffected by this project.
Palisades South, Page 5
April 4, 2003
Summary Proposed Impacts
1) Wetland (PFOIA, PSS1A, PFO1C, PEM1C) NWP#39 + 0.00 acres
2) Perennial and Important Streams NWP #39 - ±265 If + 0.04 acres
3) Unimportant Intermittent Streams - +8501f + 0.08 acres
4) Pond ± 0.00 acres
Total Impacts to Jurisdictional Waters + 0.12 acres
Approximately 7471f of stream will be spanned to implement road crossings.
Avoidance. Minimization, and Miti¢ation
The developers are deeply committed to creating an environmentally responsible project. The plan and
commitments made in this report reflect a positive response to the preliminary discussions, determinations,
and concerns of the regulatory agencies. Except for temporary construction and development impacts, we
believe that the proposed project with the proposed mitigation will not cause significant cumulative impacts
to the ecological functions or values of Jurisdictional Waters of the United States.
Avoidance
The project has been designed to incorporate the preservation of streams and wetlands into the overall
master plan of the project and golf course. Approximately 98% of the streams identified on the site are not
impacted by the development. There are no impacts to streams or wetlands to develop lots, parking lots, or
buildings. There are no impacts to wetlands within the project area and no impacts proposed to wetlands
adjacent to Lake Wylie. Stream impacts are limited to road crossings and to unimportant intermittent
streams as indicated on the attached plans. Based on acreage, approximately 99% of the streams and
wetlands are avoided.
Minimization Measures
1) Approximately 7471f of stream will be spanned using bottomless culverts. The bottomless culverts
are proposed to allow a 30' to 42' span to avoid impacts to the stream banks. Golf cart crossings in the golf
course will span the creeks.
2) The streams will be protected by buffers in common open space and/or protected by deed
restrictions or similar mechanisms.
i
3) A minimum 35' forested buffer will be maintained along all streams to the fullest extent feasible. It
is expected that the buffers adjacent to the streams will substantially exceed this distance for the
overwhelming majority of the site. Buffer and grading limit plans will be forwarded to the NCDWQ and the
NCDENR for review and comment prior to construction for input and comment. In those rare circumstances
that grading requires encroachment within 35' paralleling the stream bank, the forest vegetation will be
replaced at 12 trees / 1000 SF within a minimum 25' from the stream bank, with the remaining 10 feet to be
planted with native grasses and/or shrubs. There shall be 2 to 3 rows of native trees staggered in a
naturalistic pattern. No more than 20% of the trees required to be installed shall be of one species. Trees
shall be located in a naturalistic pattern. The ground surface surface shall be stabilized with grasses, shrubs,
and/or at least 4" mulch compacted. The trees shall be a minimum 1 1/2" to 2" caliper dbh at planting. In
locations that require clearing for the golf course the buffer will include native or acceptable naturalized
Palisades South, Page 6
April 4, 2003
i
grasses and small trees to re-establish shaded conditions. These areas shall fertilized to the minimum
required to establish the vegetation upon installation and to maintain and sustain healthy growth. At golf
course crossings the minimum buffer will be 25`. golf course clearings of the existing tree canopy will be
minimized to the extent feasible. The_trees will be replaced with small trees and shrubs to maintain and re-
establish shaded conditions to the fullest extent feasible.
I
4) There will be no direct discharges of golf course drainage to creeks. Stormdrainage from the
golf will be sheet drained over buffers to the extent feasible. Where point discharges are required,
stormdrainage will be filtered over the buffers using level spreading devices, or treated in stormwater
wetlands. The stormwater wetland areas are intended to be incorporated into the plan of the golf course as
indicated on the attached plans.
5) Project construction will strictly adhere to an approved Sedimentation and Erosion Control Plan.
Best Management Practices will include utilizing siltation trapping ponds and other erosion control
structures where appropriate. Impacts from hazardous materials and other toxins to fish and aquatic life
such as fuels will be avoided by not permitting staging areas to be located near surface waters.
6) Barricades to define construction limits to sensitive sites and to protect trees
7) As required by the 401 Water Quality Certification conditions, measures will be taken to prevent
"live" or fresh concrete from coming into contact with waters until the concrete has hardened.
Mitigation Plan
A mitigation plan is proposed for a "no net loss" of wetland, stream, and surface water habitat, value, and
function to the extent feasible on this site. The goal of this plan is to preserve, protect and the extents of the
existing wetlands and streams to be saved through enhancement by the use of protective buffers. Streams to
be preserved will be protected and enhanced within common open space. Stormwater wetlands and other
techniques will be developed within the golf course to prevent direct discharge of stormwater into the
streams and to filter and absorb nutrients and other pollutants. A stormwater management facility is also
proposed for the grounds and golf course maintenance facility and for the clubhouse and parking area as
required. There will be no direct discharges of stormwater to any creek through the use of tail ditching.
Over 98% of the perennial, intermittent streams are preserved.
Stream Mitigation Requirement
To meet restoration mitigation requirements for stream impacts by grading, the developer is proposing to
contribute $44,375 to the North Carolina Wetland Restoration Program (355 if X $125/lf). This includes
265 if of impacts for road crossings with culverts and for 90 if of bottomless culvert for which a miter is
i
required.
Stormwater Management Plan
The proposed Stormwater Management Plan designed to meet the requirements set forth by the City of
Charlotte and Mecklenburg County will meet or exceed the requirements of the 401 Water Quality
Certification requirements. The plan will be submitted to the NCDENR - DWQ for confirmation. At a
minimum, the Stormwater Management Plan will be designed and implemented for the project to meet the
401 Water Quality Certification requirements and Lower Lake Wylie Watershed requirements. The
extended stormwater wetlands and/or other systems will be designed per the guidelines in NCDENR
Stormwater Best Management Practices, April 1999, and submitted for approval. These will be provide for
the multi-family residential areas, golf course maintenance and operation facility and parking, and the
clubhouse area and parking. Where point discharges are required in single family areas, stormwater will be
Palisades South, Page 7
April 4, 2003
filtered over buffers using level spreading devices or treated in stormwater wetland areas or other
acceptable stormwater treatment facilities.
There will be no direct discharges of golf course drainage to creeks. Stormdrainage from the golf will be
sheet drained over buffers to the extent feasible. Where point discharges are required, stormdrainage will be
filtered over the buffers using level spreading devices, or treated in stormwater wetland areas. The
stormwater wetland areas are intended to be incorporated into the plan of the golf course as indicated on the
attached plans. Other bio-retention facilities may be proposed during the design development stage for the
golf course.
Temporary Construction Access
Temporary construction access is proposed to be conducted in strict accordance with Nationwide Permit
#33 and WQC#3366. Where feasible, temporary road crossings for construction will be located at expected
locations of utility line crossings or at proposed road crossings. The temporary road crossings are being
requested to provide well-planned, safe, and efficient site construction. Appropriate measures will be
taken to maintain near normal downstream flows and to minimize flooding. Fill will be of materials, and
placed in a manner, that will not be eroded by expected high flows. Temporary will be entirely removed to
upland areas, or dredged material returned to its original location, following completion of the construction
activity, and the affected areas will be restored to the pre-project conditions.
The temporary construction access will be conducted at a perpendicular angle to the stream. The location
will be selected in the field to avoid to the extent feasible riffle pool complexes and meanders. The substrate
at the temporary crossing will be restored to match the existing elevation of the watercourse. The banks will
be restored utilizing live stakes (silky dogwood, black willow) and/or other natural vegetation if within
sewer line rights-of-ways.
A) All new development shall be located, designed, constructed, and maintained to have minimal
disturbance to protect water quality to the maximum extent practicable through the use of best management
practices;
B) Appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or
the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the Division of
Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance with all
specifications governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to assure compliance with the appropriate turbidity water quality standard.
C) All sediment and erosion control measures placed in wetlands or waters shall be removed and the
original grade restored within two months after the Division of Land Resources has released the project;
D. Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to
DWQ that providing passage would be impractical. Design and placement of culverts including open
bottom or bottomless arch culverts and other structures including temporary erosion control measures shall
not be conducted in a manner that may result in aggradation, degradation or significant changes in
hydrology of wetlands or stream beds or banks, adjacent to or upstream and down stream of above
structures. The applicant is required to provide evidence that the equilibrium shall be maintained if
Palisades South, Page 8
April 4, 2003
requested in writing by DWQ. Additionally, when roadways, causeways or other fill projects are
constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must be
provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that
may result in aggradation, degradation or significant changes in hydrology of streams or wetlands;
E. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of
the state until the concrete has hardened;
F. All temporary fill shall be removed to the original grade after construction is complete and the site
shall be stabilized to prevent erosion;
G. Pipes shall be installed under the road or causeway in all streams to carry at least the 25 year storm
event as outlined in the most recent edition of the "North Carolina Sediment and Erosion Control Planning
and Design Manual" or the "North Carolina Surface Mining Manual" so as not to restrict stream flow
during use of this Certification.
Sanitary Sewer Installation
The utilities for the project will be conducted in accordance with Nationwide Permit #12 and WQC #3374.
Impacts to wetlands are not proposed. Temporary construction impacts will be limited to stream crossings.
As required by Nationwide Permit 12, the topsoil shall be saved through the disturbed area and the top 6"
to 12" of the trench will be backfilled with this topsoil to encourage rapid re-establishment of previous
vegetation conditions. Excess material must be removed to upland areas immediately upon completion of
construction. The contours throughout the area of disturbance will also be restored immediately upon the
completion of construction. An annual species suitable for wet locations will be planted within jurisdictional
wetlands for soil and erosion control. Perennials such as fescue will not be specified. The remaining
Nationwide Permit 12 and 401 Water Quality Certification conditions which includes the following will be
incorporated into the plans and specifications of the project.
Grassing Specification
Disturbed wetland areas shall be stabilized with annual small grains that will initially stabilize the soils and
then allow the natural vegetation to become re-established. For stabilization, outside the optimum planting
windows, using a mixture of species on either side of the window may increase chances of a good stand.
Germination will be most difficult in the December - February period. For wetland stabilization during this
period, it will be necessary to be sure that wetlands are well mulched. Annual lespedeza could be added to
any planting mixtures during this period because it will germinate during the first warm days of spring.
Seeding Afraure
Dates Types Rate
April 15 - Sept. 1 Temporary Crop
Jap. Millet or Sorghum 40 lbs'/acre
Palisades South, Page 9
January 13, 2003
Aug. 25 - Oct. 31 Wheat 501bs /acre
Kobe lespedeza 15 lb/acre
Palisades South, Page 9
April 4, 2003 j
Nov. 1 - April 15 Wheat or Winter Rye 40 lbs /acre
Kobe lespedeza 151b/acre
i
Nurse Plants
Between May 1, and August 15, add 10 lbs/acre German millet or 15 lb/acre Sudangrass. Prior to May 1 or
August 15, add 40 lb/acre rye (grain).
Other native anses or annuals suited to wet conditions may be selected with approval. No fescue or other
amasses shall be used in wetland areas.
I
NCDWQ Conditions of Certification
1. Activities covered by this General Certification do not require written concurrence from the
Division of Water Quality as long as they comply with all conditions of this General Certification and the
conditions of Nationwide Permit 12 or Regional Permit 198100049. Any condition in this certification,
which is not met, requires notification to and concurrence from DWQ;
2. The edge of the construction corridor is installed parallel to (land closer than 10 feet (3 meters) to a
stream or if the utility line crosses a stream channel at less than 75 degrees or more than 105 degrees of the
stream bank;
3. Any wastewater line that crosses any stream shown on the most recent version of the 1:24,000
USGS topographic map as permanent or intermittent shall be installed with no-seam piping. If no-seam
piping is not able to be installed, written concurrence from NCDWQ is required.
i
4. Construction corridors parallel to streams shall be placed at the furthest distance from the stream to
the maximum extent possible;
5. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of
the state until the concrete has hardened;
6. Placement of rip rap is restricted to stream bottoms and banks directly impacted by the placement
of the utility line. Rip-rap may only be used below the normal high water level. The stream berm must be
restored to the original contours after construction;
7. That appropriate sedimentation and erosion control practices which equal or exceed those outlined
in the "North Carolina Erosion and Sediment Control Planning and Design Manual" or "North Carolina
Surface Mining Manual" are utilized to prevent exceedances of the appropriate turbidity water quality
standards (50 NTUs in streams and rivers not designated as trout waters by NCDWQ; and all lakes and
reservoirs; and 10 NTUs in trout waters);
8. All sedimentation and erosion control measures placed in wetlands shall be removed and the
natural grade restored after the Division of Land resources has released the project;
Palisades South, Page 10
April 4, 2003
9. Annual species suitable for wet locations shall be planted (within jurisdictional wetlands for soil
and erosion control. Perennials such as fescue are prohibited;
10. No fertilizer shall be applied within 10 feet of streams;
i
11. The construction corridor (including access roads and stockpiling of materials) is limited to 40 feet
in width in wetlands and must be minimized to the maximum extent practicable.
12. Permanent, maintained access corridors shall be restricted to the minimum width practicable and
shall not exceed 10 feet in width except at manhole locations. A 10 feet by 10 feet perpendicular vehicle
turnaround must be spaced at least 500 feet apart.
13. An anti-seep collar shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet up the gradient until the utility exits the wetland for buried utility lines.
Anti-seep collars may be constructed with Class B concrete, compacted clay, PVC pipe, or metal collars.
Wetland crossings that are directionally drilled, and perpendicular wetland crossings that are open cut and
less than 150 feet (45.7 meters) long do not require anti-seep collars.
The compacted clay shall have a specific discharge of 1 X 10 -5 cm/sec or less. A section and plan view
diagram is attached for the anti-seep collars. The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded
course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular
course aggregate 5.5
c) Maximum water-cement ratio gallons per sack 6.8
d) Slump range 211to 4"
e) Minimum strength - 28 psi 2,500
14. This general certification does not authorize any permanent changes in preconstruction elevation
contours in waters or wetlands. The permitee will have a specific plan for restoring wetland contours. Any
excess material will be removed to a high ground disposal areas;
15. If an environmental document is required, this certification is not valid until a FONSI or ROD is
issued by the State Clearinghouse;
16. N/A
17. Compensatory mitigation (i.e., restoration, creation or preservation) for wetland losses will not be
required for this Certification if written concurrence is not needed.
18. Written concurrence is required if the maintenance corridor is greater than 10 feet wide.
Temporary placement of excavated or fill material in waters and wetlands will be for the absolute minimum
period of time necessary to accomplish the work. Each individual crossing will be stabilized immediately
with native vegetation. Stabilizing with non-native grasses (i.e., fescue, etc.) is prohibited. Anti-seep collars
must be installed at no greater than 150-foot intervals on all sewer and drain lines placed in wetlands, and
all utility lines must be installed to prevent drainage of wetlands (i.e., no French drain" construction, etc.)
The total width of the access corridor excavation and temporary ' fill area (including mechanized land
clearing) is restricted to no more than 40 feet and must be minimized to the extent practicable.
Palisades South, Page 11
April 4, 2003
Protection from Future Development
i
Remaining streams and wetlands will be protected in common open space. As required, deed notifications
or similar mechanisms will be placed on all lots with remaining jurisdictional wetlands and waters or areas
within 50 feet of al streams and ponds on the property.
COMPLIANCE WITH WETLAND REGULATIONS
In accordance with Title 15 NCAC 2H.0500, the following DEED NOTIFICATION shall be recorded in
the County Registry prior to the conveyance of lots. Said Deed Notification shall apply to (name
of subdivision), lot numbers in County, North Carolina as shown on plans titled (subdivision
name) prepared by ( name of designer) dated
date:
"A portion of this lot has been determined to meet the requirements for designation as a regulatory
wetland. Any subsequent fill or alteration of this wetland shall conform to the requirements of the
state wetland rules adopted by the State of North Carolina in force at the time of the proposed
alteration. The intent of this provision is to prevent additional wetland fill, so the property owner
should not assume that a future application for fill would be approved. The property owner shall
report the name of the subdivision in any application pertaining to said wetland rules. This
covenant is intended to ensure continued compliance with wetland rules adopted by the State of
North Carolina and, therefore, benefits may be enforced by the State of North Carolina. This
covenant is to run with the land and shall be binding on all Parties and all persons claiming under
them."
(Signature)
Owner's name
Address
City, state, zip
Phone Number:
STATE OF NORTH CAROLINA
COUNTY
a Notary Public of the State of North Carolina,
County, hereby certify that owner personally appeared before me this day and executed by
above certification.
Witness my hand and notarial seal, this day of
2003
(Notary public)
My commission expires
Palisades South, Page 12
April 4, 2003
Threatened and Endangered Species
Federally listed plant and animal species with endangered or threatened status are protected under the
Endangered Species Act of 1973. The US Fish and Wildlife Service has identified Schweinitz's sunflower
and the Carolina heelsplitter. Schweinitz's sunflower thrives in full sun characteristic of succession fields,
margins, and forested openings. The site was extensively surveyed by Dr. Jim Matthews of the Habitat
Assessment Restoration Program. Based on a review of that survey habitat conducive to support the
Schweinitz's sunflower is not present area. Nestronia, a species of concern was found on the site. Prior to
construction, a selected quantity of these plants will be relocated. The Carolina heelsplitter is a freshwater
mussel, which prefers shaded areas either, in a ponded portion of a 'small stream or in runs along steep
banks with moderate current. Primary habitat is waters less than three feet deep with a soft mud, muddy
sand, or shady gravelly substrate. It is normally restricted to protected silted areas or under banks especially
associated with obstructions such as stumps or fallen trees. Its current distribution according to the U.S.
Fish and Wildlife Service is limited to portions of two streams - Goose Creek and Waxhaw Creek - and a
small river originating from rural areas in Union County. Therefore it is not expected to occur on this site.
Aquatic Habitat
The aquatic systems in the project area consist of tributaries in the Catawba River Basin. A variety of
wildlife is supported by these systems including mammals, birds, reptiles, amphibians, fish, insects,
mollusks, and crustaceans. Therefore strict adherence to an approved erosion and sedimentation control
plan will be maintained during the construction period in order to control degradation of water quality
downstream and protect the areas to be preserved.
The Carolina Darter (Etheostoma collis) is a fish that inhabits small streams such as those found in the
project area. This species has a federal status of Proposed Special Concern and a state status of Special
Concern. The species prefers small clear streams of less than 15' width with moderate to swift current and a
sand/gravel benthic composition. It apparently tolerates a wide range of water quality conditions and
vegetation types adjacent to the streams and appears resistant to pollution. Therefore, strict adherence to an
approved erosion and sedimentation control plan will be maintained during the construction period in order
to control degradation of water quality.
Cultural Resources
The project site is disturbed from previous timbering activities. The Cultural Resources Assessment Group
has conducted a archaeological survey. The report has been submitted to the State Historic Preservation
Office for review and approval. Additional archaeological surveys were not recommended based on the
findings of this report.
Conclusion
Based on the value of the jurisdictional waters and wetlands on this site, the developer has chosen to
balance the site's economic viability with its environmental value and permitability. The goal of the
Mitigation Plan is to help balance the environmental consequences of this development by minimizing
impacts to the extent feasible and preserving the remaining streams and wetlands in common open space
and buffers. Protection of waters downstream of the project site will be protected through strict adherence
to an approved Stormwater Management Plan.

Palisades South, Page 13
April 4, 2003
Please contact me if you have any questions or require additional explanation. Thank you for your
consideration. ^ j
/,eonard S. Rindner, PWS
Environmental Planning Consultant
Professional Wetland Scientist
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\ \ \ PALISADES
I \ \ \ ?ROPOSE? ?, ;' -' SOUTH
\ PALISADES-S BE§ WG ', WETLANDS IMPACT EXHIBIT
- l - CREEK CROSSING #1
DATE: 3/27/03
\ \ \ \ \ ' / / /' - PROPOSED STORM DRAINAGE PIPES
00
\ \ \ \ 42' SPAN x 8' RISE -, -6 - 10K ?
BOTTOMLESS CULVERT
\\ \\ \\ \\ 65 L. F. STREAM PRESERVED
±85 LF BOTTOMLESS CULVERT
580
STREAM IMPACTS ARE NOT PROPOSED /
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P'A ?SApE O I
GRAPHIC SCALE
50 0 .25 50 100
' t I I i \ \
( IN FEET) / / t t \ \ \
1 inch = 50 !i.
1, 1
PALISADES
\ ??\ r i m I I I I I I r SOUTH
\ \ \\\ I I I \ WETLANDS IMPACT EXHIBIT
\ \ \ I i ? \ \ \ \\ \\ \\ \\ ?\ / CREEK CROSSING #2
\\\ `\\t\ I i \ \\\ \\\\\\ \ \\\\ \\ \\ \ \ ,? \ DATE: 3/27/03
\ \ \ \\\? `\ ?' \ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \ \ \ \ - PROPOSED STORM DRAINAGE CULVERT
\\\\'\ \ 111 I\ "'
\p o \S9 \\\\\\\\?? `?
\ \\ 1111\ 1 I \ \ \ \ \ \\ \ \\\`600
\ \ ; (I1 II 11\?l \ ( \ \ STREAM PRESERVED \ \ \ \? \ \ \ 610
-PRbPO5 \ \
\ \\ \ \\ \ \\ \ \ - _ ' ?? PALISA ES S B IVISION \
\ \ \\ \ \\ \ \ 42' SPAN x 8' RISE
I \ \ ?,\ \ BOTTOMLESS CULVERT \ 0 \ ?? r
r \ c9 \ 65 L.F. \ \
±65 LF BOTTOMLESS CULVERT
\ \ / \ \ \ ? \ \ STREAM IMPACTS ARE NOT PROPOSED
\ \ \ / / i - \ \ \ \ \,' \ \ \ \ \ STREAM PRESERVED \ \
RAC S?ADES SU IVf N,
?
GRAPHIC SCALE ,? \ \ 600,0 \ \\ \ \ -? 590 --?-
50 0 25 50 100 / \ \ \ -
( IN FEET) \ \ \ \ - _ -
I inch = 50 It. \ \
L ?
\? \ \\ \1 \? \ \\ \\ \\ 1\ 1 1 , i I // /? PALISADES
??\ 11 \ \\? \\ \ I \11 I1 I I i ?/ // SOUTH
,' \? \ \ `?? \\ \ \ I I , \I 11 i I , I WETLANDS IMPACT EXHIBIT
\? 6,0\ I ? ? I I I CREEK CROSSING #3
_ ??? \ ?\ \ III I I I DATE: 3/27/03
\\\ 6' \ \ \ IO(( N , I ' - PROPOSED STORM DRAINAGE PIPES
r \ ??\ f0 \\ \ \ 1 1? ? ? I I NO RIP/RAP OR STREAM BANK STABILIZATION REQUIRED
STREAM PRESERVED \ \ 1111 I I I II I I I I \ 1 1 \ \
\ ? \`\???\\?\\\ / IIII IIII I ? ? / ? 1 ?? 1 \ \
\- I I 36' SPAN x 8' RISE
O \ \? \ \ ` I I I BOTTOMLESS CULVERT \
\\\\\\ 85 L.F. /f \\ \
\ \ \ \ \\ ±85 LF BOTTOMLESS CULVERT
?_? `__ \ _ __ \ \ - ? (_ (_ STREAM, IMPACTS - ARE, NOT _PROPOSED\
-\ 1\ \\ \\ 1 1 \1\\ I I 1 1 I l I 1 1 I P O4'ED`\\\\\
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\ \ \ \ \ ?cS \ \\ \ \ \ \ \ \ "? I 1 STREAM PRESERVED II I \ \ \\ \
o \ \ \ \ \ \ \ \\ 1 \ ? \ (5) \ \ \ \ 1 I \ \
\ \ \ \\\ \\\\ \'1 I \ \\ o \ \ 1 1 \ I I ?? \ \\
so o GRAPHIC
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I Inch = 60 ft.

r-'? ?? ?? i i ?lil il????i ii i i.- i i i i i i i i i PALISADES
?? ???,o , ??i i?i? ???? II \ + I II 11!I? SOUTH
i ?N J ?) I f 1 1 1 1 ?? I I \ III WETLANDS IMPACT EXHIBIT
i? i i ?? ?? l? i%/ i 101 i 1 1 ? I I l o i 1 i 1 CREEK CROSSING #4
/ ? i0 1 1 1 is I I i? I I
I I? I 1 I DATE: 3/27/03
I / / / , ? I ' \ I I \ \ - PROPOSED STORM DRAINAGE CULVERT
?? ? ? ? / / I I I ( I (? r \ ( I I ?'? 1 NO RIP/RAP OR STREAM BANK STABILIZATION REQUIRED
? ? STREAM PRESERVED \? \ I I \ ?\ `1 \ \ )I `\ \ \ \ \ \
? ? 11 \ \ \ /? \; 1 \ 1 1 ?\ 1 \ \ 1\\ \ \ \\ \\ \ AO
\ I I \ I , - - \ \ \ _ \ \ \ \ \ \ R BDIV \ \
\ b \ REMOVE 30 L.F. OF 36" \ \ \ \ \
?ryV \ C.M.P, AND REPLACE WITH ;p \ \ \ \ `
\ \ 36' SPAN x 8' RISE O \
\\ \\ \ \ \ \ BOTTOML
ESS CULVERT \\ \ \ \ \
90 L.F.
\\_ \ ?\ \\ \ \ \ - ^ III ( \ \\
\ \ R R \ \ ` 90 LF BOTTOMLESS CULVERT \
\ \ / \ \ \ EXISTING CROSSING TO BE \
?'\ALIBAU?I?y??Y?\ \ \ \ \ \ \ WIDENED f 60 LF
\ \ \\\\\1 11 1 \\6?p\\
\ \\\ \ \ \ STREAM PRESERVED \ ` \ \ \ \ \
GRAPHIC SCALE \ \ \ \\\\ \\1 \ \ \ ` \\ `\ `\` `
50 0 25 50 100 \\ \ \ \\\\ \\\ \ \ ` \\ `\ ` \\
( IN FEET)
I inch = 50 rt. , , \ 1 1 1 1 \ \ \ \ ` \ `` \ \
I 1
PALISADES
SOUGH
\\ \ 620
\ \ \ / / , / r WETLANDS IMPACT EXHIBIT
CREEK CROSSING #5
STREAM PRESERVED -/ /•-40p } \ DATE: 3/27/03
`\ `\ \ \ \ r I ?/ - PROPOSED STORM DRAINAGE CULVERT
ALL RIP RAP WILL BE PLACED OUTSIDE THE TOP OF BANK
\ \ \ \ \ _ \ ? (I C) I I 1 1 1 R 140POSE?
°°?L_ \ I ?/ /J , \ 1\ \ \? IIII I l ° I p 1 ?41D1EUBDIVISIO
\ \\ ? \\\\\ -_/ ?o ?-/! ? - ( / ( \\\ \ \ 1?? \1\ 1 ? 1;1 1\\\ \? \\ 630
\ \ \ \ ` \ ` ?` \?`? \ \\ \\ REMOVE 30 L.F. OF 36" \ \ \
\ \ \ \ \ \ \ \ \ , - \ ??` C.M.P. AND REPLACE WITH \ \ -- - _
\ \\ \ - \ 100 L.F. - 60" RCP \ - -
\ \ \ \ - - ` ` _ \ \ \ 1 F.T. BELOW CREEK \ 20 \ \?
\? \\ \ \ \\? 590' ??? ?' \ \\ \ \\\ 6
4bSED- 70 L.F. WETLAND m - DISTURBED _ , 1 1 \\ \\ /) \ \ \ ` ??
\ ! PAtI8AbE,9.SUKWI ION- 580
100 LF 60" R.C,P l _
EXISTING CROSSING TO BE
\\ \ \ `? ` ` - STREAM PRESERVED , ) 1 (I I \ WIDENED t 70 LF
\ \\ \ / / IJ / / NO RIP RAP LACED ° l
0 ` \\
\ \ \\\ / ?? / ( r I WITHIN THE CREEK BANK 10
GRAPHIC SCALE ?j ( 1/ r \ `\\\ \(I
50 0 25 50 100 '. / \ \ 1 I I I I \ ` \ \ / ' \ \ \\1'
/ \ \ \ 1 1 \ \\? / \\ \
?I I f \ \\ \ \ \`\ / \ \
( IN FEET \
1 inch = 50 It. 1 \
III I I Il ( 1 1 (i \ \ \ .,? ? ? ? \
I/ I I 11 1 ? I I I ALISADES
l III ( 1 III I I I I \ \ `? ?'?.`?? `? \ ?? SOUTH
I!! I I I 1 I I ?? 620 WETLANDS IMPACT EXHIBIT
l I I I I I I I I \ I ,? t\ CREEK CROSSING #6
/
/ / / ( ( I I I STREAM PRESERVED --?, _\ I, I? l \ \ \ DATE: 3/27/03
PROPOSED STORM DRAINAGE CULVERT
/ / / p ( I ( I I I I I I I ?, 1 ?` \? NO RIP/RAP OR STREAM BANK STABILIZATION REQUIRED
l I ( I l l I ( ( ( I I ? 11 I ?? ? _
1 1 1 I I I I I ? ? _ ___
-Lua-t, ow
?i 0 /
?PAUISAD S ISURDWI I I ( ? I / _ ?.=.. ,? / , / / / / / \
`° I i/ I l l l! / I/ / / /
( I / (' ! 1 ( ( / 42' SPAN x 8' RISE
/ O BOTTOMLESS CULVERT - / /
I I I !l O( 1I i J (/ / /95 L.F. I I ?• /
I I I I I l I i l J 1 I I /I • // / 42' SPAN x 8' RISE
! ( ! ( I ! I I ( l ( l I / / I / / BOTTOMLESS CULVERT /
I ( I / / / / / I I i O I / I I = ??'• \ 62 L.F.
/ / / / / / / I I I I (p
±80 LF BOTTOMLESS CULVERT / l ?/1 \\ \I \ / `°
o//??/°/
l l l I I I l l / / / / / l ?/ ±62 LF BOTTOMLESS CULVERT
GRAPHIC SCALE / / )PROPOSED
50 0 za so ioo STREAM PRESERVED / AI ISADES OBDIVISIO
( IN FEET) STREAM IMPACTS ARE NOT PROPOSED
1 inch = 50 ft.
i
(
I
I
1 ?
I

PALISADES
SOUTH
CREEK CROSSING #6
DETAIL
No Scale
Palisades Parkway

Sewer
42.0'
WIDE
Proposed
Golf Cart/Walking
Path
CL Creek
0' RISE
42.0'
j WIDE
CL Creek
RISE
a

\< <\ \ ` \` `\ ` i 1 \\ PALISADES
\- / ?\ \\ \? 111=\?111111,1?? SOUTH
i ?? ,' 1 11 I w \ it / = i I I + I I WETLANDS IMPACT EXHIBIT
`\ / + I i , / l ;! I + + I I CREEK CROSSING #7
STREAM PRESERVED 1 I\ l\ 1 +\ I' 1 DATE: 3/27/03
PROPOSED STORM DRAINAGE CULVERT
I \ ROPO.SEZ) NO RIP/RAP OR STREAM BANK STABILIZATION REQUIRED
PA\'WS DES S,LtbD f /IJ N,/ / ? / / / ///i I I I I III , I , \ \ \ \ \ \
\\\ _ i 42' SPAN x 8' RISE / // I? I I I I 1 1 I I \ `\ \ \ \ \ \ \ \
BOTTOMLESS CULVERT / I I I ! I t 1 \ \ \ \ \ \ \ \ \
90 L.F. I I p\ \ \ 6'
\ \ \ \ \ \
\ _ _ _ / / col I N \ r•? \ \ O \ \ \ \ OSO \ \ \ \ \
\ /// // 11 I o I I I ICI lt\ \? \\ \ \ \ \
\ / / / ? ?? ` 1 \ ` ±90 LF BOTTOMLESS CULVERT
\ \ \ / / I 1 ?1 \ EXISTING CREEK \ \\ \ \ \
CHANNEL \ \ \ \ \
6,3 0
STREAM PRESERVED
,/ ? .? / / / i/??/ / '' /// PROPO D `
/
GRAPHIC SCALE 63OPALISADES UBDIVISION
--?_
50 0 25 50 100
STREAM IMPACTS ARE NOT PROPOSED
( IN FEET)
71
I Inch = 60 fl. / \ i 7 - -
-? Psoloros PALISADES
RALMAD?S- Islo SOUTH
WETLANDS IMPACT EXHIBIT
' _ - - _ CREEK CROSSING #8
- - - i r DATE: 3/27/03
\ \ - 63 PROPOSED STORM DRAINAGE CULVERT
\ - - - _ _ NO RIP/RAP OR STREAM BANK STABILIZATION REQUIRED
STREAM PRESERVED /

r

- '- '- 1
'Olt
'

/ ±95 LF BOTTOMLESS CULVERT ' J
STREAM PRESERVED

/ ---

42' SPAN x 8' RISE
RT
BOTTOMLESS CULVE
95 L.F.
-
?
/ ` \
?
STREAM IMPACTS ARE NOT PROPOSED \ \
\
\
\
- - - - -- - - ` _ \ \? ` LISAD?ES 'S DIVISION
GRAPHIC SCALE \ \ \ - \ \ \
50 0 25 50 100 \ \\ \ \ \ \ = \ ` \ ` \ \ \
( IN FEET) \ \ \ \ \ ' ?1 \ \ \ \ \
1 Inch = 50 ft.

-. --. --. - - _ -
- - - '`- 610

P
ALISADES
SOUTH

- - -
- ` 1= WETLANDS IMPACT EXHIBIT
_
-
- ' - -
- \ \ \ ' - sp0 \- ' - CREEK CROSSING #9
-
OPOSED,

- ` -PALISH IVISIO?I
` - DATE: 3/27/03
` - - \ -
PROPOSED STORM DRAINAGE PIPES
l
?- -590
ALL RIP RAP WILL BE PLACED OUTSIDE THE TOP OF BANK

-

/
0)
\~ Epp
?

\
?? `
\
,
\ '-
`?`
?
??
\ 132 L.F. STREAM
_
\
- --
_
`----- - - `
? ? IMPACT ? -- '-
- -
?

\

SO -
_ -

- _
? -
STREAM PRESERVED
?If,
PRESERVED
STREAM /

590

590
\ \ ?? 590-- ? ?- -- -
_.
" \?
P
P
" R
C
-
NO RIP RAP PLACED
WITHIN THE CREEK BANK _ _ - - -" - _ - - -
6 _ .
.
20 L.F. - 90
1 F.T. BELOW CREEK `
.
\ \
\ \\ / / / /

- 6-- - 120 LF 90" R.C.P.
_ _

GRAPHIC SCALE
`
\
50 0 25 50 100 \\ \\\? \ \\ \_ _
/ /
--_?\\

( IN FEET
1 inch = 60 ft. ?- \ \ - -

i
PALISADES
I ? I
---- --- SOUTH
' - - ` - ' - - - WETLANDS IMPACT EXHIBIT
CREEK CROSSING #10
590 DATE: 3/27/03
PROPOSED - PROPOSED STORM DRAINAGE CULVERT
r ?PAL?E5ASUBDIVISON - - - NO RIP/RAP OR STREAM BANK STABILIZATION REQUIRED
001,
o
580 STREAM PRESERVED ??
J640
32' SPAN x 8' RISE
BOTTOMLESS CULVERT
400080 L.F.
00
±80 LF BOTTOMLESS CULVERT
00
STREAM PRESERVED
I STREAM IMPACTS ARE NOT PROPOSED
GRAPHIC SCALE /l l ' /I 1 i I PR6POSFD /
50 0 25 50 100 LISADES S Vl3bIVISION
( IN FEET)
1 inch = 50 ft.
e04
FINAL DESIGN OF ROAD CROSSINGS WILL BE
DESIGNED IN ACCORDANCE WITH THE FOLLOWING
FEDERAL AND STATE CONDITIONS
e. For all NWPs that involve the construction of culverts, measures will be included
in the construction that will promote the safe passage of fish and other aquatic organisms.
All culverts in the 20 CAMA coastal counties must be buried to a depth of one foot below the
ao&AMV
apnma,?? s?nn L
baba sbawnb d
to appm nl6aft
sty. ate.
Bottom
bed of the stream or wetland. For all culvert construction activities, the dimension, pattern, and
profile of the stream, (above and below a pipe or culverts should not be modified by widening
the stream channel or by reducing the depth of the stream. Culvert inverts will be buried at least
one foot below the bed of the stream for culverts greater than 48 inches in diameter. For culverts
48 inches in diameter or smaller, culverts must be buried below the bed of the stream to a depth
equal to or greater than 20 percent, of the diameter of the culvert. Bottomless arch culverts will
satisfy this condition. A waiver from the depth specifications m this Regional Condition may be -'
requested in writing. The waiver will only be issued if it can be demonstrated that the impacts of
complying with this Regional Condition would result in more adverse impacts to the aquatic
environment.
3. Additional Regional Conditions Applicable to this Specific Nationwide Permit.
a. Natural channel design must be applied to the maximum extent practicable for
stream relocations. The N.C. Wildlife Resources Commission and the N.C. Division of Water
Quality provides Guidelines that are available to assist in the planning and design.
b. Bank full flows (or less) shall be accommodated through maintenance of the
axrsn
R-hw
c?t?at
'
B
kza M , [
to 0 A?
Ran SQ.`
MWJUV Bottom
existing bank full channel cross sectional area. Additional culverts at such crossings shall be
allowed only to receive flows exceeding bank-full.
c. Flows exceeding bank-fall shall be accommodated by installing culverts at the
floodplain elevation where adjacent floodplain is available.
i
d. NWP 14 cannot be used for private projects located in tidal waters or tidal wetlands.
e. The activities associated with NWP 14 require a pre-construction notification if they
will result in the loss of greater than 150 total linear feet of perennial stoeambed or intermittent
stream that exhibits important aquatic function
Appm?chFill
Ewatioa
9. Placement of culverts and other structures in waters, streams, and wetlands must be placed
below the elevation of the streambed to allow low flow passage of water and aquatic life unless
it can be shown to DWQ that providing passage would be impractical. Design and placement of
culverts including open bottom or bottomless arch culverts and other structures including
temporary erosion control measures shall not be conducted in 'a manner that may result in
aggradation, degradation or significant changes in hydrology of wetlands or stream beds or
banks, adjacent to or upstream and down stream of the above structures. The applicant is
required to provide evidence that the equilibrium shall be maintained if requested to do so in
writing by DWQ. Additionally, when roadways, causeways or other fill projects are constructed-
across FEMA-designated floodways or wetlands, openings such as culverts or bridges must be
provided to maintain the natural hydrology of the system as well as prevent constriction of the
f loodway that may result in aggradation, degradation or significant changes in hydrology of
streams or wetlands;
PALISADES
SOUTH
CREEK CROSSING
TYPICAL PIPE DETAIL
No Scale
PROPOSED
STREET
PROPOSED
PIPE
II ??
EXISTING CREEK-,-r'
CL Creek- -
BANK
INVERT PIPE BURIED
1.0' BELOW CREEK BOTTOM
BBB -
y \
-------------
- Y \
1 I - `, I ti 1 \ `\
`620.` ,'? , - _ - _ _? •' - `I,,`r Ii '0TH-??" ( I?\ 1',- -- `?' ' ? i i 1''' /'-'??'\ ?? ```\` ```ri ; ,_ `?.`??
i ip
I ?_.-' , ' ' ' '` : , '_ _'^ ? ` ? Qp -•?q-. S??yl ?`, ,' `` i ' ? i i--' i , ; ? e i i i iii ' 1 • V
, S;CIENTIkt"' __-_-_'/ , .__ -- ?? V? ' "1,i•_ ;, iir ' `+`,'li ? i i :ii (iii'„\ ;\\
DEVE'L'C?pMQ`1T------ bsa-
-'°`-,'.,, ;MAINTENANCE
1 1 -. ' i r-- ``, ` ?I li - n ? ?:_ _ , ` l:i ' °'T' ' i \ \ ; 1 ; /' i .--, iii ; ,.,
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t _ `_ - ``,i'ii-? ?`?''• -- ``,,`'`, '1` 7 ___ ^I `' -?_._- ,';'1 ' _'?- 1/'i i ?l -! 1 , i \? ; I i li, ;;; i 1
1- - •-- ' \ `?„` i; ,? I .li `` `l _-` ,? 4 ``n` , , ``.\r i' `' i ! '`..SO* ; `-r , -` -- - .\ ` I ,?` 11
00
H
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3
'?; '" --- ?;I1, ? ? ? y )`,,, ,; ; , , ,; ,.",' :IMPACT *1 -'_-
_ ' ?;;;;,?;??_ ,'; ;'
'-? ;
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IMPACT *2
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1 ALIt71 ES;,
RES)DE IQL
i ' ; : i7^ _I if 11 ',`,'`?`' `? ' '``?,'?',`^`\ li;;, ' ' ` ''i,l ; ; _ ^ 6 ' J/' ' „`• ,I ;'' ; I-' ' ,-'-_ ' 1 `°" ' , 1 '; -- 1 - ,i DE?4ELO KT,`„ /
?`, "I"t "3;, LAKE W LIE Y
GOLF COURSE
IMPACTS

P
`, 1 1

SOUTH

DEVELOPER:
RHIEN INTERESTS OF CHARLOTTE, LLC.
" YARBROUCH - WILUALS k HOUIE. INC.'
SCALE - 1
=800' Hean+ny . s..ry l t . tntc,rr I a
z r;
1
12
- `- 13

15 - -
14
,' ` ?i iii '^c? ,ca `"t^y.?' '_.:; iir' _;_;a. ` _
;,; i ";r;`\, ;?%c =;;s:,?, GOLF COURSE PERMITTING PLAN
r i ?? u 1 1 1 1 r 1 1111 111 ` ?_I 111, 111 - -- "' " '
i
INTERMITTENT -T0- - 1
I?ftERENNIAL STREAM
- ??

PERENNIAL _
STREAM
EXISTING
POND _ / ll 1 / ?? !
I SEE CROSSING #6
BEGIN PERENNIA ?--.
STREAM 1

Goir i0 C6UR E
\ \ \ \ ERE?NIAL
??
?
\
STREAM/
DETAILS
\
?\
\ \
\ \ \ \ \
\
$
M P.A.
\ ? -12's 200'
\
_
\
_ -
?? \ \\ \\ \\ I \ \ \ \ \ CLUBHOUSE AREA

\
` \ TO INCLUDE STORMWATER _
\
??
\ \
\ i i I ?\
\ TREATMENT
1 \ \ \ BEGIN STREAM -
CLEARING ONLY-TYPICAL

\ \ \ \ \ ?ER
A M
M
P
B BEGIN IM?ORTANt
.
.
\ ?? \
. STREAM I
C \ ' `Jl 1
1 ^? ?

\ \ \ ` I 1 ' \ I BlEdIN WPOf?
I I STREAM
?
?
1 T?4N - - ~
I
I
I{
! \ ? \

/ ! / / r /?// / I I \`\\ \\ \\ \ \
O \ \? BEGIN UNIMPC
\ STREAK
\ \
??/ / I l ! ! 1 I ? ER NIAI\\\?
/ I 1
STREAM

A / / GOLFCO lJ HS]
\ 1_
\\\ J \ }? / CREATE STORMWATER WETLAND ` / , - , ?\ \\ \ \\ \ C
\ \ \ \ \ \ \ / BE 91N- AM ?\ > 63\
\ \ \ \ \
\ \ \ \ \ I ±250 LF UNIMPORTANT INT. STREAM IMPACT
\} \ 11 \\ i ( , \ \ IMPACT #2
I I / 1 I I 8 IN IMP-ORTTANL
STREAM I I I_ / / I / 1 I 1
?EGIK STREAM / \\ I/ / r I I \1 // I B/M,r A 1 I (/ I I `_ `\
\ ?J I I \ ?/ I 1.r P.A
_ANT
1\ II - > \ \\ \ EkEbIN IMPORT_
\ \ \ \ \ 'STREAM
I { i I \ \ -? , I GOLF 100URSP
,-DE"AILS /
1200'
\ \ I
IT. P. A.
< C9 1 /
/ / / /f 1 t ? ? \ { 1 I 1 0\ \ ( ? \ \ / I I 1 / ? ? / \I
I
?/ ! !! // \I /i // , , ?` Ir I ? I \ \\ \ \\ / BEgIN-S7AM,\\ 3
I i I/ I 1 \ J`'/ /WET IANPI AR?4 "A? \ \ \ ` \ \ \ \ 1 1 \ \ \ ?
{ I I\ 1 \\ ?` - / P9s S.F. I I I \ \ I \` I I 1 \\ \ 1 1 1 1 1
1 ? 1\ \\ ?-? ? ?_-- ?/?` I/ I 1 1 III I l l l I I I 1 1 1 1 ? ! III i
\ \\ \ \ I \ ` = /1/// l / / / / ! I I / / I / 1 I I B IN IMPO111TANT-
I I I
STREAM`" II I
I WR A T t EGIN" STliEAIM
I B/MAA. I
/ / / l 1 / / / ?? J / ?? I\ II r) \ \ \\ \\IE61N IMPORTANT
/ / \ \S EAM
\ 1 1 /
I / I _ \
O r-
l(n
\?
till \ \ \ \ \ \ \ _ r V\. / l ?? - - \\ -i LOJ \ ? / /
I r/ / // I Imo( ?ji - Z I f Ol /
??? // ? i'??\ III ? (i` l ? ?\ ?? ?\ I' /( /--'
I _ v v 1 1 1 - ? ? "D \ ? \ f
--r-- 10
!~ ? 1 \ \ \ I \ ? ` ? ` f / ) / /° Fed ? I /

GOLF, COTJRSIP?&
DETAILS
1" = 200'
\ \ \ SEE CROSSING #2 \
/ / \ \ - \ \ \ \ CLEARING ONLY , - - ( r \
\1 I _ \ `BEGIN STREAM / / - -
1 11
f ?
/ / / \ \ CREATE STORMWATER WETLAND
-6 6
It 4' 1 a
C \
Frl
?-? a l r- ? ? l? ?- ? l I
I
/ \ I ` \
Z I O? I C7
3 OZ I D t I J, ,
X CD
n ?O z q
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O I , I
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_ I
? ?? !rte ? \ I ?/ ?? ?
I
1.
"//GOLF iCOV?ZSE-
/ ///\ r DE?PAfL? ,I
,
12 = god' ? \\
? \.?? f?? -? ^? // (/ I' ??? 11 \\\?? ?? \\????,? ?( /i
`\ \\ \ CREATE STORMWATER TREATMENT AREAS
?\J i ` ? ? V I J I / -
WETLA
\?\1 I l / -? ?? \? /? PERENN
?---STREAM
6PVRSI@ (1 / I I I ( ( i /' / ? ? / /
IW S,RL?An?
I I
1° 200'
I 1 1 1 l\ / / / -- r - \
CLEARING ONLY \
I 1 \ ? J
CLEARING ONLY
- - /
PERENNIAL,
/ f / 4.864 --S.F.
10
/DETAILS // / r / / } I I \
I 1^ - top' \ I 1 1 } \
/ CLEARING ONLY l f / / I \
SPRINN
\ C
r Q \\ I PERNNIAL
ST9EAM / \ \ \ _ ` - - -
J }
r ? t r f f ? t \ ?_
( i
fl
`\ I? \` \ v r/ I I/ / } I I i/ t c l / //
f/ I \\ \\ \\ \ \ it / / I I I \ STREAM"
i `
\ \? CLEARING ONLY I I \ - =
1 '
/ / J 1
< CL
Z LLI
f } \ \
m 1\ W
j ? ?` \ Q I z ? ? 1 d ?/ }
! W 1 1 L-Lk O W
i? I r it 3 Q / /
\ \\ ?\ ? W f J \ ?` /
\ \ ?/ ?/ I W \ \ \ \ ) ?\
l I ( / / / z ( I`
or
IL
Q
_ \ \
J i
\ ?g Z f
,a w p / 1 \
1 \ \ m w / / / / ?( \ \
\\ U
fit
??-!_?`?/ ? / // ? `'rte///?`\\- j / // } 1 ` {~"\ ?\rT\?
r \
/ / / aw ?? \
GOLF COURSE STREAM CROSSING DETAIL
PLAN VIEW
NO SCALE
II
NATIVE GRASSES AND SHRUBS
:ice
c ' REPLACE WITH SMALL NATIVE TREES TO
/,•;• SHADE CREEK AND STABILIZE BANKS
FINAL LAYOUT OF PLANTING AND SELECTION TO
' TO BE FIELD ADJUSTED.
o
0
CLEARING WI TH MINIMIZ D
w TO THE EXTENT FEASIBLE
0 0
? o
J c
O
m
(.D
SECTION VIEW
25
i
- SILKY WILLOW
- SILKY DOGWOOD

ACTION ID
INTERMITTENT CHANNEL
-??,,
EVALUATION FORM CJ
APPLICANT NAME 'u^ ,? '`'' e` j-?
DATE 6Z
rntaA r4&
PROPOSED CHANNEL WORK(i.e., culvert, relocation, etc.) Iff
pC?/
WATERBODY/RIVER BASIN COUNTY/CITY
/ .?
Al Y.
RECENT WEATHER CONDITIONS
P SP NP Observation Comments or Description
1 15-1 F' h/Shellfrsh/Crustaceans Present
Benthic Macro Invertebrates
Amphibians Present/Breeding
Algae And/Or Fungus (water quality function)
,Wildlife Channel Use (i.e. tracks, feces, shells, others)
Federally Protected Species Present (Discontinue)
Riffle/Pool Structure
Stable Streambanks
Channel Substrate
(i.e. gravel, cobble, rock, coarse sand)
Riparian Canopy Present (SP =h 50% closure)
Undercut Banks/lnstream Habitat Structure
Flow In Channel
Wetlands Adjacent To/Contig. With Channel
(Discontinue)
Per istent Pooh/Saturated Bottom
-e throu Sept.)
Seeps/Groundwater Discharge (June through Sept.)
Adjacent Floodplain Present
Wrack Material or Drift Lines
Hydrophytic Vegetation in/adjacent to channel
4 ? /I ke,
/'
Importwd To Domestic Water Supply? Y 16 ; I I C44--- 7 ?d
Does Channel Appear On A Quad Or Soils Map? Y 0 Approx. Drainage Area
Determination:
gerennial Channel (stop)
ooo` Intermittent Channel (proceed)
Ephemeral Channel (no jd)
Ditch Through Upland (no jd)
8 Important Channel: IF PROJECT MGR Initi s
Unimportant Channel: 25-D LF
(attach map indicating location o portant/unimportant channel)
Evaluator's Signatur
(if other than C.O.E. project manager)
4
ACTION ID
INTERMITTENT CHANNEL,
EVALUATION FORM
APPLICANT NAME 41 ?i? DATE / Z
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) ( ?T'/_r?G
WATERBODY/RIVER BASIN COUNTY/CITY // cel ?
RECENT WEATHER CONDITIONS
Rtlp
P SP NP Observation
I'll Comments or Description
Fish/Shellfish/Crustaceans Present
Benthic Macro Invertebrates
Amphibians Present/Breeding

1-01 Algae And/Or Fungus (water quality function)
Wildlife Channel Use (i.e. tracks, feces, shells, others)
Federally Protected Species Present (Discontinue)
Riffle/Pool Structure
Stable Streambanks
Channel Substrate
(i.e. gravel, cobble, rock, coarse sand)
Riparian Canopy Present (SP =/> 500/6 closure)
--Undercut Banks/Instream Habitat Structure
Flow In Channel
Wetlands Adjacent To/Contig. With Channel
(Discontinue)
Persistent Pools/Saturated Bottom
44une through Sept)
Seeps/Groundwater Discharge (June through Sept.)
Adjacent Floodplain Present
Wrack Material or Drift Lines
Hydrophytic Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y 1? L /? ?!'t riG.1 r?C f
Does Channel Appear On A Quad Or Soils Map? Y PNAIprox. Drainage Area.
Determination:
Perennial Channel (stop) 8 Important Channel: LF PROJECT' MGR Initial
Intermittent Channel (proceed) Unimportant Channel) O d D LF
Ephemeral Channel (no id) (attach map indiVlocation nnportant/unimportant c hannel)
Ditch Through Upland (no id)
Evaluator's Signa
O.E. project manager)
P=Present SP=Stongly Present NP=Not Present 11/4/98
Sj i G?,,I'E3 /;Cv I o -feet lh /f ? / ?Gc? (,tilCC K--e --4-

DWQ# 03 89 3 (7 Triage On-Hold Letter 2.0 Staff Contact
$$) Plan Detail Incomplete s
Date/ -//0 3
? Please provide a location map for the project.
Please show all stream impacts including all fill slopes,' dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan. S-A - /"
? Please indicate all buffer impacts on the site plan. Q
? Please indicate proposed lot layout as overlays on the site plan.
vi
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
$$)

? 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 stonmwater management practices as required by GC
? 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

WCL/6
LAA
t V\ V ? ??X/ \. ? n 1 ?,
? 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 impact was 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,
Mitigation
copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plust conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of i pacts proposed. r -
? Please indicate which 404 Reirmit the USACE would u e to a'? nze this r ' ct.?` D, A
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