20060523 Ver 1_COMPLETE FILE_20060327

rhtNO;
t
INVOICE
July 20, 2006
DWQ#: 06-0523
COE#: 200630802
Stuart G. Kurfees
G L Wilson Building Company
190 Wilson Park Road
Statesville, NC 28625
Project: NC 73/I-85 Commercial Project County: Cabarrus
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above
reference project through payment of a fee to the North Carolina Ecosystem Enhancement Program. In accordance with 15A
NCAC 2H.0500, your fee has been calculated as follows (Please note: payment of wetlands is calculated in increments of
0.25 acres). If you have any questions concerning this payment, please call Carol Shaw at 919-733-5205.
Riparian Wetlands 0.50 acres x $ 26,246.00 = $ 13,123.00
Non-Riparian Wetlands 0 acres x $ 13,123.00 = $
Saltwater Wetland 0 acres x $131,230.00 = $
Stream 0 linear feet x $ 219.00 = $
Buffer -Zone 1 0 square feet x $ .96 = $
Buffer - Zone 2 0 square feet x $ .96 = $
Total amount of payment $ 13,123.00
Please mail a check made payable to
North Carolina Ecosystem Enhancement Program for the total amount due to the address below.
NC DENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
YOU MUST BE IN POSSESSION OF THE PAID
ENHANCEMENT PROGRAM PRIOR TO COMM
DEPARTMENT OF ARMY PERMIT AND/OR
cc: Cyndi Karoly, DWQ 401/Wetlands
Amanda Jones, USACE-Asheville
Alan Johnson, DWQ-Mooresville
File
T RECEIPT FROM THE NC ECOSYSTEM
NG THE ACTIVCTIES AUTHORIZED BY THE
401 WATER QUALITY CERTIFICATION.
R"raring... .. Prot Our Stag
1132 @ 9 VT
JUL 2 5 2006
WETLANDS AND
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 /
r=
1JVVJ r J l.Vl l l [„
RECEIF
July 25, 2006
Security Oil Co., Inc.
P O Box 5028
Concord, NC 28027-5028
Project:
County:
DWQ #:
USACE Action ID:
Amount Paid:
Check Number:
NC 73/I-85 Commercial Project
Cabarrus
2006-0523
200530802
$ 13,123.00
21998
The North Carolina Ecosystem Enhancement Program (NCEEP) has received checks as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit issued for the above
referenced project. This receipt serves as notification that the compensatory mitigation requirements for this project have
been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin Wetlands Credits Stream Credits Buffer I Buffer II
CU (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Yadkin

03040105 0.5 0 0 0 0 0 0 0
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by h
from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions
need additional information, please contact Carol Shaw at [phone].
cc: vtyndi Karoly, Wetlands/401 Unit
Amanda Jones, USACE-Asheville
Alan Johnson, DWQ-Mooresville
G. L. Wilson Building Co-Statesville
File
Sincerely, ®11
illiam' D. Gilmore, PE
Director a?
kutoru;i?5... Eh""... Pro" Oar .fta &
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 /
Michael F. Easley,
William G. Ross Jr., S
North Carolina Department of Environment and Natural Re
Alan W. Klimek, P.E. I
Division of Water
July 27, 2006
DWQ Project # 06-052
Cabarrus Count
Mr. Jeffrey Carpenter
Carpenter Commercial
745 Cabarrus Avenue, West
Concord, NC.28027
Subject Property: NC HWY 73 / I-85 Commercial Project
APPROVAL OF STORMWATER MANAGEMENT PLAN
Dear Mr. Carpenter:
On July 25, 2006, the Division of Water Quality (DWQ) received the revised storm water management
plan prepared by your engineer, Mr. Mark Tart, of GL Wilson Building Company. This Plan has been
reviewed and satisfies the storm water management conditions of the 401 Water Quality Certification
Permit issued on April 24, 2006.
The structural storm water practices as approved by DWQ as well as drainage patterns must be
maintained in perpetuity. No changes to the structural storm water practices shall be made without
written authorization from the Division of Water Quality. Storm water easements shall be recorded for a
distance of at least 10 feet on each side of all storm water conveyances on all lots containing these
structures including future access for maintenance. The storm water easements shall allow for the ability
to maintain the structures, perform corrective actions as described above and shall provide protection of
the structures from potential alternations by future property owners.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Mr. Samuel A. Aghimien at 919-733-3574.
Sincerely,
V '164
Cyndi B. Karoly
DWQ, 401 Oversight/Express Permitting Unit
CBK/Saa
cc:
USACE Asheville Regulatory Field Office
DWQ Mooresville Regional Office
File Copy
Central Files
Stuart G. Kurfees, GL Wilson Company, 190 Wilson Park Road, Statesville, NC. 28625
Leonard S. Rindner, Environmental Consultant, 3714 Spokeshave Lane, Matthews, NC. 28105
Filename: 06-0523 NC HWY 73 - I-85, BMP Approval, 7-27-06
401 Overslght/Express Review Permitting Unit fllrQ<l f?
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Afflmrative Action Employer - 50% Recycled/10% Post Consumer Paper
o0? W A r,?
QG
6
Nlichael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 24, 2006
DWQ# 06-0523
Cabarrus County
Mr. Jeffrey Carpenter
Carpenter Commercial
74 Cabarrus Avenue, West
Concord, NC 28027
Subject: NC Hwy. #73/1-85 Commercial Project
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Carpenter:
You have our approval, in accordance with the attached conditions and those listed below, to fill 0.50
acre of wetland in order to construct the subject commercial development in Cabarrus County, as described in
your application received by the Division of Water Quality (DWQ) on March 27, 2006. After reviewing your
application, we have determined that this project is covered by Water Quality General Certification Number
3402, which can be viewed on our web site at http://h2o.enr.state. nc. us/ncwetlands. The General Certification
allows you to use Nationwide Permit Number 39 once it is issued to you by the U.S. Army Corps of Engineers.
Please note that you should get any other federal, state or local permits before proceeding with your project,
including those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water
Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless otherwise
specified in the General Certification. This approval is only valid for the purpose and design that you described
in your application. If you change your project, you must notify us in writing, and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter; and is thereby responsible for complying with all conditions.
In addition to the requirements of the certification, you must also comply with the following conditions:
1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact areas
has commenced.
2. We understand that you have chosen to contribute to the Ecosystem Enhancement Program (EEP) in order
to compensate for the wetland impact. 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 EEP receives and clears your check (made payable to: DENR - Ecosystem
Enhancement Program), the wetland impact shall not occur. The In-Lieu-Of-Fee Coordinator should be
contacted at [phone] if you have any questions concerning the EEP. You have one month from the
date of this Certification to make this payment. For accounting purposes, this Certification authorizes the fill
of 0.50 acre of wetland in the Yadkin River Basin, (Cataloging Unit 03040105); and 0.50 acre of wetland
mitigation is required. Please be aware that the EEP rules require rounding of wetland impacts to the nearest
quarter acre (15A NCAC 2R .0503(b)).
One
NhCarolina
INWl1rral1Y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Intemet: ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/1006 Post Consumer Paper
3. Storm water discharge structures at this site shall be constructed in a manner such that the potential
receiving streams (of the discharge) will not be impacted due to sediment accumulations, scouring or erosion
of the stream banks.
4. A final written storm water management plan shall be approved, in writing, by this Office prior to the
construction of any permanent facilities at the site. The storm water facilities must be designed to treat the
runoff from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also,
before any permanent building is occupied at the site, the facilities (as approved by this Office) shall be
constructed and operational, and the storm water management plan (as approved by this Office) shall be
implemented. The structural storm water practices as approved by this Office as well as drainage patterns
must be maintained in perpetuity. No changes to the structural storm water facilities shall be made without
written authorization from the Division of Water Quality.
5. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality.
6. Continuing Compliance. The applicant (Carpenter Commercial) shall conduct all activities in a manner so as
not to contravene any state water quality standard (including any requirements for compliance with section
303(d) of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ
determines that such standards or laws are not being met (including the failure to sustain a designated or
achieved use) or that state or federal law is being violated, or that further conditions are necessary to assure
compliance, DWQ may reevaluate and modify this certification to include conditions appropriate to assure
compliance with such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before
codifying the certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public
notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with
15A NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be
provided to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section
404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
Cabarrus County, Development Svc.
Central Files
Len Rindner
D ?Rt a
RAY ? 2nn
0
•?ri
JUL-25/n-2006 10:23 GL WILSON BUILDING ?}1 L r 10083 P.01/01
C] ?? a NA r13IT ?rCU W
bw 0 Project No. DWQ ob-o 5 Z. 3 (to.be provided by DWG
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Swrmwater Management Plan Review:
A complete stortnwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INFORI IATION (please comple/t?ethe following information):
ProjcctName: CarQanle'- c o•,?m?°r^L?ct/ ??'/?faPrnEn -
Contact Person: Mar k -rca r t Phone Number 7-X-- '2L4 I i
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation 6c) 0. o ft. (average elevation of the floor of the basin)
Permanent Pool Elevation Co 9 5. D ft. (elevation of the orifice invert out)
Temporary Pool Elevation G 9 9. o_ ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area I (o 7 6 sq. ft. (water surface area at permanent pool elevation)
Drainage Area (0-14q ac. (on-site and off-site drainage to the basin)
Impervious Area E. / 5 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume L? 3,_ 6__ 5 G _ cu. ft. (combined volume of main basin and forebay) .
Temporary Pool Volume ?- 01 O, 2 P cu. it. (volume detained on top of the permanent pool)
Forebay Volumc T cu. ft.
SA/DA used -L S Z (surface area to drainage area ratio)
Diameter of Orifice 1.7Ii in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines designn requiremears per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 211.1008. Initial in the space provided to indicate the following design rcquirctricmts have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
6.Ulicants Initials
X637' The temporary.pool controls runoff from the 1 inch storm event.
k (.3 'r The basin length to width ratio is greater than 3:1.
k67 The basin side slopes are no steepcr tbm 3:1.
XO T A submerged and vegetated perimeter shelf at less than, 6.1 is provided.
k62: Vegetation to the permanent pool elevation is specified.
/,a-r An emergency drain is provided to drain the basin.
1<6-T The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
1eo 7' The temporary pool draws down is 2 to 5 days.
h3 - The forebay volume is approximately equal to 20% of the total basin volume.
/ Sediment storage is provided in the permanent pool.
Kit 7 Access is provided for maintemrlee..
?3 T A minimum 30-foot vegetative filter is provided at the outlet.
K#57 A site specific operation and maintenance (0&M) plan is provided.
1?P1T A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the 0&M plan.
K0 T A debris check is specified in the 0&M plan to be performed after every`stoirn event.
M3 T , A specific sediment eleau-out benchmark is listed (elevation or depth) in O&M plant.
I`E'6 "T' ,--A responsible party is designated in the 0&M plan.
FORM S WG 100 09197 Page 1 of 1
TOTAL P.01
JUL-25-2006 TUE 09:05 TEL:[phone] NAME:DWQ-WETLANDS P.; 1
a?
Project Name: 73/1-85 HWY
Project No. DWQ 06-0523
Pond No.
SUBMITTED DESIGN: 1
6/13/2006
elevations
Bottom of Basin (ft) 690
Permanent Pool (ft) 695
Temporary Pool (ft) 698
areas
Permanent Pool SA (sq ft) 6676
Drainage Area (ac) 6.44
Impervious Area (ac) 5.15
volumes
Permanent Pool (cu ft) 43656
Temporary Pool (cu ft) 20028
Forebay (cu ft) 10276
other parameters
SA/DA 2.38
Orifice Diameter (in) 8
Design Rainfall (in) 1
Linear Interpolation of Correct SAIDA * * *
% Im ervious
Next Lowest 70
Project Impervious 80.0
Next Highest 90
REQUIRED DESIGN:
6.5 average depth status
5 ft. depth ok
3 ft. depth ok
6632 sq. ft. ok
-4385 based on avg depth ok
80.0 % -
17994 cu. ft. ok
23.5 % checkforebc
2.36 -
2.06 cfs drawdown -
0.1 day drawdown check drenvc
5 ft. Permanent Pool Depth
SA/DA fron (Avg. Depth)
2.07 -1.433852606 1.08
2.36 -1.56 1.25
2.66 -1.69327142 1.43
3 ft 4

Project Name: 73/1-85 HWY
Project No. DW Q 06-0523
Pond No.
SUBMITTED DESIGN: 1 REQUIRED DESIGN:
?/?C/2006
elevations 6.5, average depth status
Bottom of Basin (ft) 690
Permanent Pool (ft) 695 5 ft. depth ok
Temporary Pool (ft) 698 3 ft. depth ok
areas
Permanent Pool SA (sq ft) 6676 6632 sq. ft. ok
Drainage Area (ac) 6.44 -4385 based on avg depth ok
Impervious Area (ac) 5.15 80.0 % -
volumes
Permanent Pool (cu ft) 43656
Temporary Pool (cu ft) 20028 17994 cu. ft. ok
Forebay (cu ft) 9000 20.6 % ok
other parameters
SA/DA 2.3 8 2.36 -
Orifice Diameter (in) 1.75 0.10 cfs drawdown -
Design Rainfall (in) 1 2.4 day drawdown ok
Linear Interpolation of Correct SA/DA * * *
5 ft. Permanent Pool Depth
% Impervious SA/DA fron (Avg. Depth)
Next Lowest 70 2.07 -1.433852606 1.03
Project Impervious 80.0 2.36 -1,56 1.25
Next Highest 90 .
2.66 -1.69327142 1.43
3 ft 4

g-8§ and NC Hwy `??
Highway Comercial Firoj'ect
Kannapolis, Cabarrus County,
North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE
Prepared For:
Mr. Jeffrey Carpenter
Carpenter Commercial
745 Cabarrus Avenue West
Concord, NC 28027
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant
3714 Spokeshave Lane
Matthews, NC 28105
[phone]
*Subject to verification by the USACE and NCDWQ
Date: 3/25/2006
?D
D
JUN 1 3 2006
DENR
Page 1 of 9 ? ?? TM U NCH
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit Isolated Wetland Permit DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: Approval letter is attached.
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4),
and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Telephone Number:
E-mail Address:
FErFoffial
JUN 1 3 2006
Mr. Jeffrey Carpenter
Carpenter Commercial ADEN R ST S QUALITY
B
745 Cabarrus Avenue West
Concord, NC 28027
Fax Number:
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: Leonard S. Rindner PWS
Company Affiliation: Environmental Planning Consultant
Mailing Address: 3714 Spokeshave Lane
Matthews NC 28105
Telephone Number: 704 904 2277 Fax Number: 704 847 01 85
E-mail Address: [e-mail]
III. Project Information
Page 2 of 9
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: NC Highway 73 and I-85 Commercial Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4.
Location
County: Cabarrus County Nearest Town: Kannapolis
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
Exit 55 on Interstate 85 - See attached vicinity map
5. Site coordinates, if available (UTM or Lat/Long): 35.43400N, 80.6620°W (WGS84/NAD83)
USGS Kannapolis Quad (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): + 5.27 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Afton Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.us/admin/maps'.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Undeveloped very disturbed urban land along Interstate 85;
timbered disturbed wetlands may be partially result of impoundment behind culvert.
10. Describe the overall project in detail, including the type of equipment to be used:
Proposed commercial development
11. Explain the purpose of the proposed work:
Page 3 of 9
General site preparation and grading to develop commercial area including gas station,
restaurant and other related travel related facilities at the Intersection of Interstate 85 and NC
Highwgy 73 at Exit 55.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The wetlands have been field delineated and reviewed by the USACE - see attached. Meeting
included a discussion of the site plan and grading requirements to tie in with existing grades and
relationship to Interstate 85 Mitigation is proposed for the wetland impacts, A stormwater
treatment pond is provided to treat runoff from the proposed project.
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.
Additional impacts to wetlands are not expected Additional impacts if required will be applied
for appropriately.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Permanent impacts to wetlands
are proposed to 0.50 acre of wetland The wetlands appear to be heavily disturbed and may
be partially caused by impounding behind an existing culvert under Interstate 85.
2. Individually list wetland impacts below:
Page 4 of 9
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***
A NWP #39 .50 no +/-200 PEMIC - disturbed

* 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 at littp://www.fema.fzov
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: + 0.57 acres
Total area of permanent wetland impact proposed: 0.50 acres
3. Individually list all intermittent and perennial stream impacts below: NA
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?
leasespecify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.USRS.Qny. Several intemct sites also allow direct download and printing of USGS maps (e.g., w%VNVA VO701Ie.CO111
www.mapq(lest.Crnn, etc.).
Page 5 of 9
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
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.
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.
Permanent impacts to wetlands are necessary to prepare site for a commercial development along
Interstate 85 Access and visibility are extremenly important to make this proiect economically
feasible and successful The wetlands are generally in the middle of the development area of the
site in a small drainage way between two ridges Very high and extensive retaining walls would
be required to preserve portions of the wetland area. Car, truck access and recreational vehicle
use is expected to high especially in relation to the nearby Lowes Motor Speedway, and as well
as normal highway travel.
VIII. Mitigation
Page 6 of 9
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://Ii2o.enr.state.nc.us/ncwetiands/strmaide.litm1.
I. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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://112o.enr.state.nc.us/wrp/index.litm. 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):.
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): 0.50 acres - see attached letter
from NCEEP
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ) NA
Page 7 of 9
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
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 ?
X.
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) NA
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 213 .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.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
Page 8 of 9
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
As indicated on the attached plats, a stornnvater tnana)Zentent plan will be provided ror the
project.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Municipal System
XIII. Violations (required by DWQ) NA
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this at after-the fact permit application?
Yes ? No X
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 sched (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Skies, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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APPROXIMATE MAP - WATERS OF THE U.S APPROXIMATE GPS COORDINATES:
*FOR SURVEY AND STUDY PURPOSES ONLY A1(w) N3526.078 W80 39.692
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PROGRAM
March 17, 2006
Leonard S. Rindner
3714 Spokeshave Lane
Matthews, NC 28105
Project: I-85/NC73 Site, Carpenter Commercial County: Cabarrus
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401 permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401 Certification an
invoice will be issued and payment must be made. Based on the information supplied by you the impacts that may require
compensatory mitigation are summarized in the following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Yadkin 0.5 0 0 0 0 0 0 0
03040105
Traditional mitigation opportunities in this cataloging unit are scarce and/or not feasible. Based on that fact, EEP reserves
the right to provide mitigation for this project subject to the following conditions:
(a) EEP provides alternative mitigation in the Cataloging Unit (i.e. something other than traditional restoration on a
ratio basis); and/or
(b) EEP provides compensatory mitigation in an adjacent Cataloging Unit; and/or
(c) EEP provides preservation in the same Cataloging Unit.
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification.
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 David Robinson at [phone].
Sincerely,
- NA i
illiam D. Gilmore, PE
irector
cc: Cyndi Karoly, Wetlands/401 Unit
Amanda Jones, USACE-Asheville
Alan Johnson, DWQ-Mooresville
File AA
2z"tor ;fg... F ... Prot" our State, NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
LEONARD S. RiNDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional WcHand Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
March 10, 2006
Mr. Jeffrey C. Carpenter
Carpenter Commercial
745 Cabarrus Avenue `'Vest
Concord, NC 28027
Re: Anent Authorization Letter
Dear Mr. Carpenter:
In order to interface with the United States Army Corps of Engineers and the North
Carolina Department of Natural Resources I will need your authorization. Please sign the
following statement:
This letter authorizes Leonard S. Rindner, PWS as our firm's agent in matters related
to Waters of the U.S. and Waters of North Carolina for the referenced projectsite. This
includes interfacing with the United Slates Army Corps of Engineers and the North
Carolina Department of Natural Resources.
-???
ffCa rater ate
Please
you. ,
Z00/Z00'd 9804
me if you have any questions or require additional explanation. Thank
. Rindner, PWS
ental Planning Consultant
i Wetland Scientist
9591 9002/pl/£0 lb9ZZGL70L 'ouI Tv63-+awuo0 aaauadap3:Woad
WET [WETLAND] DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
[Watland maintenance wording is bracketed. Pleaso modify the document as appropriate.]
The wet [wetland] detention basin system is defined as the wet [wetland] detention basin, pretreatment
including forebays and the vegetated filter If one is provided.
Maintenance activities shall be performed as follows:
t. After every significant runoff producing rainfall event and at least monthly:
Et. inspect the wet [wetland) detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetlandj detention basin system semi-annually or when
depth is reduced to 75% of the-original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determino the sediment elevation shall be such that It will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads ;o'91- 25 feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 Inches of
soil and stockpiling It. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads 02 75 feet in the forebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 695
Sediment moval EIA .
Bottom nation 99Z
75%
Sediment Removal Elevation ?`_/. 2S
Rnitrim Rcivniinn 4,90
75%
FOREBAY
MAIN POND
Pap 1 of 2
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
IFor wetlands: Wetland planting densities In the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.]
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet [wetland} detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months, All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party. ,
Print name: _
Title;
Address:
Phone;.-.Zd` - 3
Signature: C
Date: 3// /dam
Note; The legally responsible party should not be a homeowners association unless more than 50% of the
ots have been sold and a resident of the subdivision has been named the president, ,?J
I, -P? a Notary Public for the State of / 1&1&6rb `;LA,>
County of do hereby certify that je4 e.
personally appeared bofore me this -day of _ Q?Ik ?-
and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
r ?A
• ?0 TAE; ?
?'• USED •'
SEAL
My commission expires 6;e

Page 2 of 2
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'ti/ = I ? 0 Q D r'a`t ??''
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Project No. DWQ (to. be provided by Dil'J
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Manaizement Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INFORMATION (please complete the following information):
Project Name: Je'P-P Caryerlier- CommerLe.1 DtvLloyrnerL+
Contact Person: Mar k -7-Q 'f Phone Number: 0D 44 2 y )I
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation 6CIO, O ft. (average elevation of the floor of the basin)
Permanent Pool Elevation ? 9 5.O ft. (elevation of the orifice invert out)
Temporary Pool Elevation 6, 9 ?. D ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area (o t'o 7 6 sq. ft. (water surface area at permanent pool elevation)
Drainage Area (b,141-1 ac. (on-site and off-site drainage to the basin)
Impervious Area 51/5 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume L? 3, 6 5 6 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 2.O., o 2 ? cu. ft. (volume detained on top of the permanent pool)
Forebay Volume /D. A 7 6, cu. ft.
SA/DA used 2 3 ?' (surface area to drainage area ratio)
Diameter of Orifice 8 in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H.1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Applicants Initials
K87' The temporary.pool controls runoff from the 1 inch storm event.
KO T The basin length to width ratio is greater than 3:1.
k87 The basin side slopes are no steeper than 3:1.
k43 7 A submerged and vegetated perimeter shelfut less than 6:1 is provided.
kOT Vegetation to the permanent pool elevation is specified.
k8-r" An emergency drain is provided to drain the basin.
1<67 The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
f<pT The temporary pool draws down in 2 to 5 days.
k5 7 The forebay volume is approximately equal to 20% of the total basin volume.
/.137- Sediment storage is provided in the permanent pool.
K0 T Access is provided for maintenance.
K3 T A minimum 30-foot vegetative filter is provided at the outlet.
k 6-F A site specific operation and maintenance (0&M) plan is provided.
<P,T A vegetation management/mowing schedule is provided in the O&M plan.
IY3T Semi-annual inspections are specified in the O&M plan.
Ke' T A debris check is specified in the O&M plan to be performed after every storm event.
i<3 T A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
K5T A responsible party is designated in the 0&M plan.
FORM SWG100 09/97 Page 1 of 1
Len Rindner wrote:
Sam:
Can you give me a list of the additional information you need in an email so that I can forward it to
the civil engineer?
Thanks
Len,
These are the additional information needed to enable your Pond design meet requirement.
1) The Forebay need to be 9000 ( cu ft ), 20% of the permanent pool Volume.
2) The Orifice need to be 1.5" or 1.75" to meet the required drawdown rate.
3) Planting plan for the pond.
4) Site plan drawing showing the Physical location of the pond.
Sincerely,
Samuel A. Aghimien.
I of I 6/15/2006 1:25 PM
i
Possibly spam: Hwy 73 & I-85 Project
Subject: Possibly spam: Hwy 73 & I-85 Project
From: "Stuart Kurfees / GL Wilson Building Co" <[e-mail]>
Date: Thu, 20 Jul 2006 16:15:48 -0400
To: <[e-mail]>
Sam,
Per our conversation today, I have sent an over night package that has the revised Storm Water Plans for your
review. I have attached the revised 401 form as requested. Please let me know if you have any questions.
Thanks, Stuart
Stuart G. Kurfees
Senior Project Mgr
GL Wilson Building Company
190 Wilson Park Road
Statesville, NC 28625
704.872.2411 Ext:226
704.872.8281 - Fax
skurfees(@gIwilson.com
www.glwilson.com
Content-Type: application/pdf
DWQ 401 Form.pdf
Content-Encoding: base64
1 of 1 7/21/2006 10:39 AM
Project No. DWQ (to. be provided by DWO
DMS;(ON OF WATER QUALITY - 401 WET DETENTION BASIN WO"SHEET
W Stomwater M a e e t Pla evinv:
A. complete stormwater sranagemeut play submittal, includes a wet detention basic worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review nerd approval of the project.
1. PROJECT INFO12iY1ATION (please 00amiete the following Information): 1
`
"
'
Project Name: Je,?¢ !
a_! beve-loamGn
CArb?nLr C,on,mdre.r
Contact Person: M 0.r 'ra r f- Phone Number; D 7 ?- - 24 11
For projects with multiple basins, specify which basin thi s worksheet applies to:
Basin Bottom Elevation 6010.0 $, (average elevation of the floor of the basin)
Permanent Pool Elevation C, 95. U ft, (elevation of the orifice lavert out)
Temporary Pool Elevation __L9 9- c) ft. (elevation of the outlet structure invert in)
Permaaent Pool Surface Area G (o 7 to sq. ft. (water surface area at-permanent pool elevation)
Drainage Area h . L1 y ac. (on-site aad off-site drainage to the basin)
Impervious Area E-1 S ac. (on-site and off site drainage to the basin)
Permanent Pool Volume L/ 316 5 4 cu. it. (combined volume of retain basin and forebay) .
Temporary Pool Volume 2m 01 0 z P cu. ft, (volume detained on top of the permanent pool)
Forebay Volume ft. .
SA/DA used (surface area to drainage area ratio)
Diameter of Orifice i'7 6? in. (draw down. orifice diameter)
II. REQUIRED MINIS CHECKLIST
The following checklist outlines design requirements per the Stormwater Dcst Management Practices manual
(N.C. Departmem of Eoviroument, Health and Natural Resources, Noveinber 1995) and Administrative Code
Section„ 15 A NCAC 211.1008. Initial in the space provided to indicate the following desigq requirements have
been met and supporting docurueatatioa is attached. J fa requirement has not beer: met, attach an explanation of
why.
Applica?t?-loitinis
xod: The temporary.poot controls runoff from the 1 inch storm event-
1<(3T The basin lend to width ratio is greater than 3;1.
k 5 T The basin side slopes are no steeper than 3:1.
K(? ? A submerged and vegetated perimeter shelf at less Shan 6:1 is provided,
k(3T Vegetation to the permanent pool elevation is specified,
L8-7- An emergency drain is provided to drain the basin.
J {6T The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
kq!) The temporary pool draws down in 2 to 5 days.
Mr The forebay vol=e is approximately equal to 20% of the. total basin volume.
In r Sediment storage is provided is the permanent pool.
Ke3-r Access is provided for inarntcnauce, , t
T A minimum 30-foot vegetative filter is provided at the outlet.
1567- A site specific operation and maintenance (0&M) plan is provided.
I-'&-r A vegetation management/mowing schedule is provided in the 0&M plan.
l.T Semi-annual inspections are specified in the O&M plan.
K6 T A debris check is specified in the 0&M. plan to be performed after every storm event.
A spdcifc sediment clean-cut benchmark is listed (elevation or depth) is O&M plan.
KCa,T A responsible party is designated in, the OMM plan.
FORM SWGI00 09197 Page 1 of l
f
LEONARD S. RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
Date: July 22, 2006
MEMORANDUM
To: Sam Aghimien - NCDENR
From: Len Rindner
Re: Carpenter Commercial - I-85/NC 73 Site, Cabarrus County, NC .&'
Sam:
As requested, attached please find the additional information regarding the littoral
planting to accompany the stormwater management plans that you received from GL
Wilson Building Company for the project.
Please contact me if you have any questions or require additional explanation.
Thank you for your review and consideration.
Sincerely,
Leonard S. Rindner, PWS
Profession Wetland Scientist
Pt;:?@OV@0
k5
JUL 2 4 2006
DENR. WATER
V' DIANOSANOSTCR',?QUB
RANCH
0
r
NORMAL POOL £L£V
V-6'
1
SECTION OF
VARIES
ARROW ARUM
DUCK POTATO
PICKERELWEED
LIZARDS TAIL
SOFT STEM BULRUSH
ARROW ARUM
DUCK POTATO
TYP. PLANTING
VARIES VARIES . VARIES _ VARIES
SWEET FLAG
EASTERN BUR-REED
SWEET FLAG
EASTERN BUR-REED
® WETLAND BASIN
6'-10' hL Acorus cmerlcerus
- SHEET FLAG PLUG PLANT AT 3"-6' MPTH WATER C t e' Q.C.
8"-10" hl OulicR+um arundr.ccaum WEE-YIAY SEDGE PLJG PLANT AT 6'-12' DEPTH WATER O 3' O.C. %1114.
Y8"-10" t:L Scydtvto Ict;rdic DUCK POTATO - PLANT A76-18" DEPTH 'H'ATER Q 6' O.C. MIN.
ht. Seuru*ue cernuua LIZARDS TAIL PLUG PLAIT AT 6-12' WATER O 5 O.C_
8"-10' hL SGryua ctrc aroma GREDI BULRUSH PLUG PLAIT AT 0-3' DEPTH WATER 9 3' O.C. MIN.
8"-10' hL Scirru9 tobern"mont:ni y SO,T STEN BULRUSH PLUG PLANT AT 6'-12' DEPTH WATER d 20' OC.?
S'-10' hi. SQcrganium an-_rcanvm EASTERN BUR-REED QUART CO iT. PLAPJT Al ELEV.3'-6" DEPTH WATER C± 10' O.C.
8'^10' hL Peltrandra virgn-ca ARROW ARUM PLUG PLANT Al 6'-18' DEPTH HATER $ 6' OC. MIN.
8'-10' hL Pcnteaara Cceenta FICKERELASED PLUG PLANT AT 6"-12" DEPTH WAT_4 O 10' O.C.

LITTORAL ZONE PLANTING DETAIL AND SCHEDULE
CARPENTER COMMERCIAL PROJECT @ 1-85 AND NC 73

Storm Water Management Plan
A Stormwater Management Plan will be designed and implemented for the
project to meet the 401 Water Quality Certification requirements. The
planners will utilize information and guidelines provided by the North
Carolina Department of Environment, Health, and Natural Resources in
developing the design of extended wet detention wetlands using the Table
1 1 in the Storm water Best Management Practices, NCDENR, April, 1999.
#Plantinll Plan - Use of Existing Hydric Soil
Soil from the existing wetland areas that have been permitted to be impacted
will be stripped and stored if feasible for utilization in lining the proposed
wetland site. Other topsoil adjacent to the wetlands may also be suitable.
Using these existing soils should hasten the development of vegetated cover
and hydric soil conditions. This is also an excellent use of an important
natural resource.
Many of the recommended planted species currently exist in the vicinity of
the area to be utilized for this function. The majority of the species in the
wetlands include Obligate (OBL) and Facultative Wet (FACW) vegetation.
Herbaceous plant species present include Softrush (Juncus effusus), sedge
(Carex spp.), Duck potato (Sagitaria latifolia, Arrow arum (Peltandra
virginia), Common Three-Square (Scirpus pungens), Touch-me-not
(Impatiens capensis), Smartweed (Polygonum spp.), and others.
Supplemental plantings will be selected from Table 11.2 in the Storm water
Best Management Practices, NCDENR, April, 1999 based on actual field
conditions, if required. Being that the site is in the vicinity of other wetlands
and floodplain areas it is expected that the area will benefit from the natural
seed sources available. It is expected that herbaceous and scrub/shrub
wetland species will rapidly volunteer in the area.
Planting shall be in naturalistic / random clumps to encourage diversity.
Specific plant species, quantities, and size, which will be utilized for the
wetland sites will be dependent on availability, cost, time of year in which
planting occurs.
I
BMP PLANTING NOTES:
1. IF BARE ROOT SPECIMENS ARE NOT TO BE USED WITHIN 4 DAYS, THEY SHOULD BE
PLANTED IN SUITABLE BEDS WITH THE ASSUMPTION THAT IT WILL BE A WHILE BEFORE
THEY CAN BE USED, AND THEY SHOULD BE PROVIDED WITH CONDITIONS MAKING IT
POSSIBLE FOR THEM TO SURVIVE AND GROW AS OPTIMALLY AS POSSIBLE.
2. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY (SEVERAL TIMES DAILY WHEN
WEATHER IS HOT)
3. PIN ALL SUBMERGED/FLOATING PLANT MATERIAL SECURELY TO THE BOTTOM OF POND
WITH 12" BENT WIRE PINS.
4. CUT BACK TALL AND EASILY BROKEN LEAVES AND STEMS AT THE TIME OF
TRANSPLANTING.
5. NEWLY RECEIVED NURSERY STOCK AND DISTURBED TRANSPLANTS SHOULD NOT BE
EXPOSED TO DIRECT SUN ANY MORE THAN NECESSARY UNTIL THEY ARE PLACED IN THEIR
PERMANENT POSITIONS.
6. INSERT DRY FERTILIZER TABLETS OR SPIKES NEAR THE PLANTS AT THE TIME OF
TRANSPLANTING.
7. FENCE ENTIRE PLANTING AREA WITH 36" TALL PLASTIC FENCING WITH 1.5"X2" OPENINGS.
PLASTIC SHALL BE UV STABLE. COLOR SHALL BE BLACK. INSTALL WITH STEEL POSTS
SPACED AT 10' O.C. MAX. PIN THE BOTTOM LAYER OF THE FABRIC TO THE GROUND WITH
10-12" PINS. FENCING TO REMAIN IN PLACE FOR A PERIOD OF ONE YEAR POST
INSTALLATION OF PLANT MATERIAL.
8. STAKE 9" AND 18" PLANTING ZONES PRIOR TO INSTALLATION AND VERIFY AREAS ON
PLAN.
9. PLANTS ARE TO BE INSTALLED IN A RANDOM ARRANGEMENT WITHIN THEIR RESPECTIVE
ZONES. INDIVIDUAL SPECIES MAY BE PLANTED TOGETHER IN GROUPS OF 3 TO 5. PLANTS
MAY ALSO BE PLANTED INDIVIDUALLY.
10. PLANT QUANTITIES ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION.
TYPICAL RANDOM ARRANGEMENT PLANTING

i
LEONARD S. RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
Date: July 22, 2006
MEMORANDUM
To: Sam Aghimien - NCDENR
From: Len Rindner
Re: Carpenter Commercial - I-85/NC 73 Site, Cabarrus County, NC
Sam:
As requested, attached please find the additional information regarding the littoral
planting to accompany the stormwater management plans that you received from GL
Wilson Building Company for the project.
Please contact me if you have any questions or require additional explanation.
Thank you for your review and consideration.
Sincerely,
Leonard S. Rindner, PWS
Profession Wetland Scientist
V c?M oe
JUL 2 4 2006
DENR - WATER DUALITY
WETLANDS AND STORIWATER BRANCH

r
NORMAL POLY ELEV
V-6'
1
SECTION OF
ARROW ARUM
DUCK POTATO
PICKERELWEED
LIZARDS TAIL
SOFT STEM BULRUSH
ARROW ARUM
DUCK POTATO
TYP. PLANTING
VARIES VARIES . VARIES - VARIES
- .T I
GREEN BULRUSH
SWEET FLAG
EASTERN BUR-REED
3 -6' WATER
SWEET FLAG
EASTERN BUR-REED
@ WETLAND BASIN
6"-10" hL Acorus cmerlecrus SW= FLAG PLUC PLANT AT 3"-6' CfPTH WATER C t E' Q.C.
_ B"-10" hl Dulio um mundinaccum ~^ THREE-YIAY SEDGE PLJG PLANT AT 6'-12' DEPTH hATER O 3' O.C. VIN.
8"-10" hL Scrdtvla totrcll¢ DUCK POTATO -' PLANT A16-18' DEPTH 'EATER O 6' O.C. MIN.
B"-10` ht. Scurufus cernuv7 LIZARDS TAIL PLUG PLArIT AT E-12' WATER O S' O.C_
8`-10' ht. Scirpua ctrcvcCg GREEN BULRUSH PLUG PLA11T AT 0-3' DEPTH WATER O 3' O.C. MIN.
8'-10' hL Scirpu7 tabr!noemontcni SO=T STY 9ULRJSH PLUG PLANT AT 6'-12' DEPTH WATER O 20' O C Y
8'-10' ht. 5pcrg.nium Cnerconvm EASTM1 OUR-REED CrJART CO1T. PLANT Al ELLV.3'-6" DEPTH WASTER C= 10' O.C.
8'-10' hL Peltrandra . rq n .a ARROW ARUY PLUC PLANT Al 6'-18' DEPTH HATER 0 6' OC. VIN.
8'-10' ht. Pcnlt Jar a Cudota PICKERELWEED PLUG PLANT AT 6'-12" DEPTH *;AT' EA O 10' O.C.

LITTORAL ZONE PLANTING DETAIL AND SCHEDULE
CARPENTER COMMERCIAL PROJECT @ 1-85 AND-NC 73

Storm Water Management Plan
A Stormwater Management Plan will be designed and implemented for the
project to meet the 401 Water Quality Certification requirements. The
planners will utilize information and guidelines provided by the North
Carolina Department of Environment, Health, and Natural Resources in
developing the design of extended wet detention wetlands using the Table
1 1 in the Storm water Best Management Practices, NCDENR, April, 1999.
#Plantin2 Plan - Use of Existing Hydric Soil
Soil from the existing wetland areas that have been permitted to be impacted
will be stripped and stored if feasible for utilization in lining the proposed
wetland site. Other topsoil adjacent to the wetlands may also be suitable.
Using these existing soils should hasten the development of vegetated cover
and hydric soil conditions. This is also an excellent use of an important
natural resource.
Many of the recommended planted species currently exist in the vicinity of
the area to be utilized for this function. The majority of the species in the
wetlands include Obligate (OBL) and Facultative Wet (FACW) vegetation.
Herbaceous plant species present include Softrush (Juncus effusus), sedge
(Carex spp.), Duck potato (Sagitaria latifolia, Arrow arum (Peltandra
virginia), Common Three-Square (Scirpus pungens), Touch-me-not
(Impatiens capensis), Smartweed (Polygonum spp.), and others.
Supplemental plantings will be selected from Table 11.2 in the Storm water
Best Management Practices, NCDENR, April, 1999 based on actual field
conditions, if required. Being that the site is in the vicinity of other wetlands
and floodplain areas it is expected that the area will benefit from the natural
seed sources available. It is expected that herbaceous and scrub/shrub
wetland species will rapidly volunteer in the area.
Planting shall be in naturalistic / random clumps to encourage diversity.
Specific plant species, quantities, and size, which will be utilized for the
wetland sites will be dependent on availability, cost, time of year in which
planting occurs.
BMP PLANTING NOTES:
1. IF BARE ROOT SPECIMENS ARE NOT TO BE USED WITHIN 4 DAYS, THEY SHOULD BE
PLANTED IN SUITABLE BEDS WITH THE ASSUMPTION THAT IT WILL BE A WHILE BEFORE
THEY CAN BE USED, AND THEY SHOULD BE PROVIDED WITH CONDITIONS MAKING IT
POSSIBLE FOR THEM TO SURVIVE AND GROW AS OPTIMALLY AS POSSIBLE.
2. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY (SEVERAL TIMES DAILY WHEN
WEATHER IS HOT)
3. PIN ALL SUBMERGED/FLOATING PLANT MATERIAL SECURELY TO THE BOTTOM OF POND
WITH 12" BENT WIRE PINS.
4. CUT BACK TALL AND EASILY BROKEN LEAVES AND STEMS AT THE TIME OF
TRANSPLANTING.
5. NEWLY RECEIVED NURSERY STOCK AND DISTURBED TRANSPLANTS SHOULD NOT BE
EXPOSED TO DIRECT SUN ANY MORE THAN NECESSARY UNTIL THEY ARE PLACED IN THEIR
PERMANENT POSITIONS.
6. INSERT DRY FERTILIZER TABLETS OR SPIKES NEAR THE PLANTS AT THE TIME OF
TRANSPLANTING.
7. FENCE ENTIRE PLANTING AREA WITH 36" TALL PLASTIC FENCING WITH 1.5"X2" OPENINGS.
PLASTIC SHALL BE UV STABLE. COLOR SHALL BE BLACK. INSTALL WITH STEEL POSTS
SPACED AT 10' O.C. MAX. PIN THE BOTTOM LAYER OF THE FABRIC TO THE GROUND WITH
10-12" PINS. FENCING TO REMAIN IN PLACE FOR A PERIOD OF ONE YEAR POST
INSTALLATION OF PLANT MATERIAL.
8. STAKE 9" AND 18" PLANTING ZONES PRIOR TO INSTALLATION AND VERIFY AREAS ON
PLAN.
9. PLANTS ARE TO BE INSTALLED IN A RANDOM ARRANGEMENT WITHIN THEIR RESPECTIVE
ZONES. INDIVIDUAL SPECIES MAY BE PLANTED TOGETHER IN GROUPS OF 3 TO 5. PLANTS
MAY ALSO BE PLANTED INDIVIDUALLY.
10. PLANT QUANTITIES ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION.
TYPICAL RANDOM ARRANGEMENT PLANTING

I J,
G. L. Wilson Building Company
190 Wilson Park Road
Statesville, North Carolina 28625-8506
[phone] Phone [phone] FAX
Email: [e-mail]
TO NCDENR
Wetlands Unit
2321 Crabtree Blvd.
Raleigh, NC 27604
Letter o Transmittal
Date 07-20-06 Job No.
Attention Sam A himien
Re: Hiqhway 73 -1-85 Project
WE ARE SENDING YOU ® Attached ? Under separate cover via Next Day UPS the following items:
? Shop drawings ? Prints ? Plans ? Samples ? Specifications
? Copy of letter ? Change order ? Reproducibles ?
Copies Date No. Description
1 C1 Wetlands Mitigation Plan
1 C2 Site Development Plan
1 C4 Erosion Control Details

THESE ARE TRANSMITTED as checked below:
? For approval ? Approved as submitted
? For your use ? Approved as noted
? As requested ? Returned for corrections
® For review and comment
? FOR BIDS DUE
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
El -
? PRINTS RETURNED AFTER LOAN TO US
REMARKS:
V@MW19 P
JUL 2 1 2006
DENR - WATER QUALITY
WETLANDS AND STORIMATER BRANCH
COPY TO:
SGK/ab SIGNED: Stuart G. Kurfees, Senior Proiect Manager
Triage Check List
Date: 3/31/06 Project Name: NC Hwy 73,1-85, Commercial Project
DWQ#: 06-0523
County: Cabarrus
Alan Johnson, Mooresville Regional Office
To:
60-day Processing Time: 3/27/06 - 5/25/06
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!

1,85 and NC Hwy 73
Highway Comercial Froj*ect
Kannapolis, Cabarrus County,
North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE

Prepared For.
MAR 2, , 2066
Mr. Jeffrey Carpenter
Carpenter Commercial ?t ; 5l - <,TEEt CU%,UTY
745 Cabarrus Avenue West
Concord, NC 28027
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant
3714 Spokeshave Lane
Matthews, NC 28105
[phone]
*Subject to verification by the USACE and NCDWQ
Date: 3/25/2006
Page 1 of 9
Lz_l
t, ) 0
,,JAR 2006
Office Use Only: ,,,Fo"-YcrIion May 2002
D! T(
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit Isolated Wetland Permit DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: Approval letter is attached.
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4),
and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Mr. Jeffrey Carpenter
Carpenter Commercial
745 Cabarrus Avenue West
Concord, NC 28027
Telephone Number: Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must
be attached if the Agent has signatory authority for the owner/applicant.)
Name: Leonard S. Rindner PWS
Company Affiliation: Environmental Planniny, Consultant
Mailing Address: 3714 Spokeshave Lane
Matthews NC 28105
Telephone Number: 704 904 2277 Fax Number: 704 847 01 85
E-mail Address: lrindnerncarolina rr com
III. Project Information
Page 2 of 9
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: NC Highway 73 and I-85 Commercial Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4.
Location
County: Cabarrus County_ Nearest Town: Kannapolis
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
Exit 55 on Interstate 85 - See attached vicinity map
5. Site coordinates, if available (UTM or Lat/Long): 35.43400N, 80.6620°W (WGS84/NAD83)
USGS Kannapolis Quad (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): + 5.27 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Afton Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.us/admin/naps'.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Undeveloped very disturbed urban land along Interstate 85,
timbered disturbed wetlands may be partially result of impoundment behind culvert.
10. Describe the overall project in detail, including the type of equipment to be used:
Proposed commercial development
11. Explain the purpose of the proposed work:
Page 3 of 9
General site preparation and grading to develop commercial area including gas station,
restaurant and other related travel related facilities at the Intersection of Interstate 85 and NC
Highway 73 at Exit 55.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The wetlands have been field delineated and reviewed by the USACE - see attached. Meeting
included a discussion of the site plan and grading requirements to tie in with existing grades and
relationship to Interstate 85 Mitigation is proposed for the wetland impacts. A stormwater
treatment pond is provided to treat runoff from the proposed project.
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.
Additional impacts to wetlands are not expected Additional impacts if required will be applied
for appropriately.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Permanent impacts to wetlands
are proposed to 0.50 acre of wetland The wetlands appear to be heavily disturbed and may
be partially caused by impounding behind an existing culvert under Interstate 85.
2. Individually list wetland impacts below:
Page 4 of 9
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***
A NWP #39 .50 no +/-200 PEMIC - disturbed

* 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 at him://www.fema.cov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: + 0.57 acres
Total area of permanent wetland impact proposed: 0.50 acres
3. Individually list all intermittent and perennial stream impacts below: NA
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?
leasespecify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
N%,vw.u? s.Lm. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapqucst.com, etc.).
Page 5 of 9
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
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.
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.
Permanent impacts to wetlands are necessary to prepare site for a commercial development along
Interstate 85 Access and visibility are extremenly important to make this project economically
feasible and successful The wetlands are generally in the middle of the development area of the
site in a small drainage way between two ridg_es Very high and extensive retaining walls would
be required to preserve portions of the wetland area Car, truck access and recreational vehicle
use is expected to high especially in relation to the nearby Lowes Motor Speedway, and as well
as normal highway travel.
VIII. Mitigation
Page 6 of 9
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
littp://Ii2o.eiir.state.iic.us/ncwetiaiids/strniaide.litiii1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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/iiidex.litm. 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):.
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): 0.50 acres - see attached letter
from NCEEP
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ) NA
Page 7 of 9
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
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) NA
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 213 .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.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
Page 8 of 9
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
As indicated on the attached plans, a stornnvater managgement plan will be provided for the
project.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Municipal System
XIII. Violations (required by DWQ) NA
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the factpermit application?
Yes ? No X
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 sched (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened?cies, accessibility problems, or other issues outside of the applicant's control).

7- Applicant/Agent's Signature -Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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APPROXIMATE MAP - WATERS OF THE U.S APPROXIMATE GPS COORDINATES:
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- PROGRAM
March 17, 2006
Leonard S. Rindner
3714 Spokeshave Lane
Matthews, NC 28105
Project: I-85/NC73 Site, Carpenter Commercial
County: Cabarrus
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401 permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401 Certification an
invoice will be issued and payment must be made. Based on the information supplied by you the impacts that may require
compensatory mitigation are summarized in the following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Yadkin 0.5 0 0 0 0 0 0 0
03040105
Traditional mitigation opportunities in this cataloging unit are scarce and/or not feasible. Based on that fact, EEP reserves
the right to provide mitigation for this project subject to the following conditions:
(a) EEP provides alternative mitigation in the Cataloging Unit (i.e. something other than traditional restoration on a
ratio basis); and/or
(b) EEP provides compensatory mitigation in an adjacent Cataloging Unit; and/or
(c) EEP provides preservation in the same Cataloging Unit.
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification.
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 David Robinson at [phone].
Sincerely,
illiam D. Gilmore, PE
irector
cc: Cyndi Karoly, Wetlands/401 Unit
Amanda Jones, USACE-Asheville
Alan Johnson, DWQ-Mooresville
File
R-ut-oriag... EduvtdPtg... Prot-"' Oar Stat& NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
LEONARD S. RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lanc
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tole: [phone]
Fax [phone]
March 10, 2006
Mr. Jeffrey C. Carpenter
Carpenter Commercial
745 Cabarrus Avenue West
Concord, NC 28027
Re: Anent Authorization Letter
Dear Mr. Carpenter.
In order to interface with the United States Army Corps of Engineers and the North
Carolina Department of Natural Resources I will need your authorization. Please sign the
following statement:
This letter authorizes Leonard S. Rindner, PWS as our firm's agent in matters related
to Waters of the U.S. and Waters ofNorth Carolina for the referenced projectsite. This
includes interfacing ivith lire United States Awry Corps of Engineers and the North
Carolina Department of Natural Resources.
ff Ca nter ate
Please
you. ,
Z00/z00'd 9804
me if you have any questions or require additional explanation. Thank
Rindner, PWS
ntal Planning Consultant
Wetland Scientist
9591 9002/pl/EO lp9ZZ OOL 'auI TUIOAOuw00 aaauadaEO;uoad
WET [WETLAND] DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
[Watiand maintenance wording is bracketed. Please modify the document as appropriate.]
The wet [wetland] detention basin system is defined as the wet [wetland] detention basin, -pretreatment
Including forebays and the vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. inspect the wet [wetland) detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75116 of the-original design depth (see diagram belmv). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depot reads 69/ 25 feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the pen'nanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 Inches of
soil and stoci.piiing it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads 0.175 feet in the forebay (and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 695
Sediment %mova l El.l?yz.7f
\750 ?R
Sediment Removal Elevation / ZS 75%
Bottom vati on 99Z 5%
Rnttnm Fiwvatinn t1,90 FOREBAY MAIN POND

Page 1 of 2
S. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
[For wetlands: Wetland planting densities in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.]
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet [wetland} detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months, All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party. ,
Print name:
Title:
T
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
ots have been sold and a resident of the subdivision has been named the president,
dent,
1. 6w a Notary Public for the State of / fdYM",Ij.?
C_(/•rb `liYtdtT.-)
County of do hereby certify that Je FdriZ{ d.
T
personally appeared before me this day of and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
°r••V??i Y
•' 0
• aG T,?1A, ; N1
= UBOG V
0 .
•?, N Cols;-;
SEAL
My commission expires 1/16;g

Page 2 of 2
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S t? _ ?3. 36//00 l , ` '? A? = D, f AL = GI y

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+
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1;"t.?a{r-?`'
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Project No. DWQ (to. be provided by DWJ
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWO Stormwater Manaeement Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INFORMATION (please complete the following information):
Project Name: Je1Pf Carver he r- Commerc?`ct / bf ydonr+)e+' I
Contact Person: M a r k Ica r- t Phone Number: (7D 14 g 7 ?- - 2 4 1 1
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation 6C)O, 0 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation Co 9 5. D ft. (elevation of the orifice invert out)
Temporary Pool Elevation 6 9 8.O ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area ( G 76 sq. ft. (water surface area at permanent pool elevation)
Drainage Area f0 . y'4 ac. (on-site and off-site drainage to the basin)
Impervious Area 51/s ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume Lf 3, G 5 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 2 of 0 2 p cu. ft. (volume detained on top of the permanent pool)
Forebay Volume /D A 7 6, cu. ft.
SA/DA used 2 3 ?' (surface area to drainage area ratio)
Diameter of Orifice S in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H.1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Applicants Initials
1<87' The temporary.pool controls runoff from the 1 inch storm event.
K 8 T The basin length to width ratio is greater than 3:1.
k, 13 T The basin side slopes are no steeper than 3:1.
K43 T A submerged and vegetated perimeter shelf at less than 6:1 is provided.
k67 Vegetation to the permanent pool elevation is specified.
/1?6? An emergency drain is provided to drain the basin.
1<67 The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
feOT The temporary pool draws down in 2 to 5 days.
1;137 The forebay volume is approximately equal to 20% of the total basin volume.
IZ3 T Sediment storage is provided in the permanent pool.
K/5 ? Access is provided for maintenance.
K57 A minimum 30-foot vegetative filter is provided at the outlet.
k 1457 A site specific operation and maintenance (0&M) plan is provided.
I<PT A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
i<P, T A debris check is specified in the O&M plan to be performed after every storm event.
)?3 T A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
1:46"r . A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1
i3 i) i? r, 5 ?
i
Kannapolis, Cabarrus County,
North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION_r??
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE ??;FR 2 7 2006
SECTION 401 CERTIFICATION CONCURRENCE
GL'JVLfTY
;CH
Prepared For:
Mr. Jeffrey Carpenter
Carpenter Commercial
745 Cabarrus Avenue West
Concord, NC 28027
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant
3714 Spokeshave Lane
Matthews, NC 28105
[phone]
*Subject to verification by the USACE and NCDWQ
Date: 3/25/2006
Page 1 of 9

, Ulf
111 MAR 2, 7 2005
Office Use Only: crj:,z _ 4,,,?Eo?,n Ycrston May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit Isolated Wetland Permit DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: Approval letter is attached.
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4),
and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Mr. Jeffrey Carpenter
Carpenter Commercial
745 Cabarrus Avenue West
Concord, NC 28027
Telephone Number: Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must
be attached if the Agent has signatory authority for the owner/applicant.)
Name: Leonard S. Rindner PWS
Company Affiliation: Environmental Planning Consultant
Mailing Address: 3714 Spokeshave Lane --
Matthews NC 28105
Telephone Number: 704 904 2277 Fax Number: 704 847 0185
E-mail Address: [e-mail]
III. Project Information
Page 2 of 9
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: NC Highway 73 and I-85 Commercial Pro'iect
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Cabarrus County Nearest Town: Kannapolis
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
Exit 55 on Interstate 85 - See attached vicinity map
5. Site coordinates, if available (UTM or Lat/Long): 35.43400N, 80.6620°W (WGS84/NAD83)
USGS Kannapolls Quad (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): + 5.27 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Afton Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.us/adinin/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: Undeveloped very disturbed urban land along Interstate 85,
timbered disturbed wetlands may be partially result of impoundment behind culvert.
10. Describe the overall project in detail, including the type of equipment to be used:
Proposed commercial development
11. Explain the purpose of the proposed work:
Page 3 of 9
General site preparation and grading to develop commercial area including gas station,
restaurant and other related travel related facilities at the Intersection of Interstate 85 and NC
Highway 73 at Exit 55.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The wetlands have been field delineated and reviewed by the USACE - see attached. Meeting
included a discussion of the site plan and grading requirements to tie in with existing grades and
relationship to Interstate 85 Mitigation is proposed for the wetland impacts. A stormwater
treatment pond is provided to treat runoff from the proposed project.
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.
Additional impacts to wetlands are not expected Additional impacts if required will be applied
for appropriately.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Permanent impacts to wetlands
are proposed to 0.50 acre of wetland The wetlands appear to be heavily disturbed and may
be partially caused by impounding behind an existing culvert under Interstate 85.
2. Individually list wetland impacts below:
Page 4 of 9
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***
A NWP #39 .50 no +/-200 PEM1C - disturbed

* 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 at hgl2:/hv\vw.fema.emv.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: + 0.57 acres
Total area of permanent wetland impact proposed: 0.50 acres
3. Individually list all intermittent and perennial stream impacts below: NA
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?
leasespecify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.ew. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tcmozonexc?
vvww.mipnuest.com etc.).
Page 5 of 9
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
)
Name Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* 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.
Permanent impacts to wetlands are necessary to prepare site for a commercial development along
Interstate 85 Access and visibilily are extremenly important to make this project economically
feasible and successful The wetlands are generally in the middle of the development area of the
site in a small drainage way between two ridges Very high and extensive retaining walls would
be required to preserve portions of the wetland area. Car, truck access and recreational vehicle
use is expected to high especially in relation to the nearby Lowes Motor Speedway, and as well
as normal highway travel.
VIII. Mitigation
Page 6 of 9
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
littp:H]12o.enr.state.nc.us/ncwetiands/strmaide.litm1.
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
a separate sheet if more space is needed.
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://112o.enr.state.nc.us/wrp/index.litm. 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):.
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): 0.50 acres - see attached letter
from NCEEP
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ) NA
Page 7 of 9
Does the project involve
(federal/state) land?
Yes ? No
an expenditure of public (federal/state) funds or the use of public
X
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 ?
X.
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) NA
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.
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.
Page 8 of 9
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
As indicated on the attached plaits, a stornnvater manaaentent plan will be provided for the
proiect.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Municipal System
XIII. Violations (required by DWQ) NA
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the fact permit application?
Yes ? No X
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 schedufx (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened,'iecies, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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APPROXIMATE MAP - WATERS OF THE U.S APPROXIMATE GPS COORDINATES:
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Ecomteni
PROGRAM
March 17, 2006
Leonard S. Rindner
3714 Spokeshave Lane
Matthews, NC 28105
Project: I-85/NC73 Site, Carpenter Commercial County: Cabarrus
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401 permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401 Certification an
invoice will be issued and payment must be made. Based on the information supplied by you the impacts that may require
compensatory mitigation are summarized in the following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Yadkin 0.5 0 0 0 0 0 0 0
03040105
Traditional mitigation opportunities in this cataloging unit are scarce and/or not feasible. Based on that fact, EEP reserves
the right to provide mitigation for this project subject to the following conditions:
(a) EEP provides alternative mitigation in the Cataloging Unit (i.e. something other than traditional restoration on a
ratio basis); and/or
(b) EEP provides compensatory mitigation in an adjacent Cataloging Unit; and/or
(c) EEP provides preservation in the same Cataloging Unit.
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification.
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 David Robinson at [phone].
Sincerely, 8 . <?? og
illiam D. Gilmore, PE
irector
cc: Cyndi Karoly, Wetlands/401 Unit
Amanda Jones, USACE-Asheville
Alan Johnson, DWQ-Mooresville
File AA
2Zut-oriPtg...,E... Prot-"' Oar State, NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
LEONARD S. RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Ptanning Tele: [phone]
Fax [phone]
March 10, 2006
Mr. Jeffrey C. Carpenter
Carpenter Commercial
745 Cabarrus Avenue West
Concord, NC 28027
Re: Anent Authorization Letter
Dear Mr. Carpenter:
In order to interface with the United States Army Corps of Engineers and the North
Carolina Department of Natural Resources I will need your authorization. Please sign the
following statement:
This letter authorizes Leonard S. Rindner, Pi1WS as our firm's agent in matters related
to Waters of the U.S. and Waters ofNorth Carolina for the referenced projectsite. This
includes interfacing with the United Slates Army Corps of Engineers and the North
Carolina Department of Natural Resources.
ff Ca rater ate
Please c ct me if you have any questions or require additional explanation. Thank
you. M
Y-S. Rindner, PWS
i mental Planning Consultant
ion Wetland Scientist
z00/z00'd 9 80# 9 551 9002/pl/£0 LVSZZ6LVDL 'ouI Tp13aauu00 aaqua ae0:uoad
WET [WETLAND] DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
[Wetland maintenance wording is bracketed. Ploaso modify tho document as appropriate.]
The wet [wetland] detention basin system is defined as the wet [wetland] detention basin, pretreatment
Including forebays and the vegetated filter if one is provided.
Maintenance activities shall be performed as follows;
1. After every significant runoff producing rainfall event and at least monthly:
a, inspect the wet [wetland] detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, end general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas Immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the-original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled In a manner that will not adversely impact
water quality (i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 094 25 feet in the main pond, the sediment shall be removed.
[For stormwater watlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 Inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads 02 7.S feet in the forebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 6RS
Sediment rnoval El
75%
Sediment Removal Elevation toR/.
75%
Bottom Elgvation Oz
FOREBAY
MAIN POND
Page I of 2
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
jpor wetlands: Wetland planting densities In the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.]
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency draln shall be minimized to the maximum extent practical.
7. All components of the wet [wetland} detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffusa flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flog spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWG? of any problems with the system or prior to any
chances to the system or resoansihln Warw.
Phon
Date: `??`?3l//dam
Note; The legally responsible party should not be a homeowners association unless more than 50% of the
ots have been sold and a resident of the subdivision has been named the president.
a. Notary Public for the State of / ??GGi? ?lrYl
County of do hereby certify that Je? iLf e.
personally appeared before me this day of QfCI? ?-
and acknawEedgo the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
%
ILP
•
• •YM v w1. ?
?• Ug I_1C ••
NAV ,c
0--
SEAL
My commission expires 6; q
t % P,
Page 2 of 2
Je Fp Carpel,fe.- S; f e-
proantge, ?nSi71a = 5.3q AG
0 7FA i L9
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Perma,nen f Pdo I Depfh = 3. o i-i
1?e/jq -7?y`nr 17-
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?3.3( 11oo) ?k 6, `LI AG = 0, AL = L7 y 2JC Sg J .
D
°/a TMpeI-vi -43 aver - 60670
permaneh4 Pool
51? ¢v b A )??-fi o Ta l I L J, J) = 2,
1+ _ 2.78,/00) O (.4q = 0,170 A- = 7°I S .59, f
er,rr'-cs ca. - r - gb6lo
{rrv anC?'1A-
SA o DA 'Ra.AA a (T6_6te- 1.6
S A = 2 , ss 10?) 4,+ = D , 153 G 76, s -44
/'e,poraI wCL4Cr IYL(LL/i ) Poo I
Rv = 0,05 f 0, 001? Z
Q, 0 5 t 0. 0 0? (go) 0, -7 7
rah Fall (0, 17 0, L/13
A = ?0 6 7 s? -F4 - 4,2 k,?P. Poo) c1eP 1A - -), 7 0 ,ff
S Pr = -l 7 9 8 5? F1 - -ktv,- f PoD ?. 31
???•. c H = qL42.s 5?. F? - ?-e??p Poo I d.e??f? I,q ? -?+
X5502
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Project No. DWQ (to. be provided by DwJ
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Manaeement Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INFORMATION (please complete the following information):
Project Name: JeP-P Caryenfer Cornmerc,'Q/ L>evLloornfrLI
Contact Person: M a r k Ta r t Phone Number: MD 44 2 `1 11
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation (og0; O ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 6 9 5. 0 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 6,9 8. o ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area 6G76 sq. ft. (water surface area at permanent pool elevation)
Drainage Area to . J-l L/ ac. (on-site and off-site drainage to the basin)
Impervious Area 5. / 5 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume 4? 3, 1, 5 d, cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume :2- 0, O Z cu. ft. (volume detained on top of the permanent pool)
Forebay Volume A 7 6, cu. ft.
SA/DA used 2. 3 8 (surface area to drainage area ratio)
Diameter of Orifice 8 in. (draw down orifice diameter)
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H.1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Applicants Initials
IK137- The temporary.pool controls runoff from the 1 inch storm event.
K(3 T The basin length to width ratio is greater than 3:1.
k r.3 T The basin side slopes are no steeper than 3:1.
K43 'T A submerged and vegetated perimeter shelf-at less than 6:1 is provided.
k6T Vegetation to the permanent pool elevation is specified.
/- 66_r An emergency drain is provided to drain the basin.
1<67 The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
f?C'?T The temporary pool draws down in 2 to 5 days.
k137 The forebay volume is approximately equal to 20% of the total basin volume.
kp T Sediment storage is provided in the permanent pool.
K(3 T Access is provided for maintenance.
K3 T A minimum 30-foot vegetative filter is provided at the outlet.
J< 67 A site specific operation and maintenance (0&M) plan is provided.
)<P)T A vegetation management/mowing schedule is provided in the O&M plan.
I`3 Semi-annual inspections are specified in the 0&M plan.
1<67 A debris check is specified in the O&M plan to be performed after every storm event.
k3 T A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
KbT A responsible party is designated in the O&M plan.
FORM SWG100 09197 Page 1 of 1
,`,,,t~lnulp~,~ ~
Sediment WET D~T~NTION POND NOTES pN gU~ ~
~ Forebay ~ ti
x Marsh lams Embankment wlth marsh plants a 1. ALL SEDIMENT DEP051TED IN THE POND DURING GONSTRUGTION ~ ~ p . Level of 1 1 RPORq ~ ~ ~0 T F n:
and splliway to main pool run olume r~r BE REMOVED BEFORE NORMAL oPERAr1oN BEO N5. } 4fi v ~ F-0267 ~ =
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~ inlet rotec6an ~ t Reverse-sla ed overflowing APPROPRIATE CONDITIONS FOR AQUATIC VEGETATION. THIS SHELF p p LD B SLOPED AT b:l OR FLATTER AND EXTEND TO A DEPTH t . ~ embankment SHOO E •.,~r p~,,•` FE51 GBI 694.00 694.00 693.85 36 RGP 30 0.50 y CA~,,,~
s , l e ~ , oMlce tQ slowly of 2 F w TH FAG OF THE PERMANENT POOL. r~ EET BELO E 51~ E ; release stormwater ~~I~IIIIIIIV
~,fd.. , Compacted-earth 3. BASIN SIDE SLOPES MUST BE 3:1 OR FLATTER. GBI GB2 101.00 693.15 693.10 36" RGP 130' 0.509'0 ttttlllllill
ul "s ~ , . ~ NC HWY 73 ~ " embankment GB2 G83 101.00 683.00 bg2.44 36" RGP 112' 0.50 ~`'t A ~ ~
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SITE i TEMPORARY POOL DEPTH = 3.0' 1
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EXTEND FABRIC AND -~--STEEL STAKE .'o.' BAGKFILL WITH A WIRE INTO THE TRENCH r?~ 000 0 Ial1Tl~T FROTEGTION E (OPl) 1995
MIN. 8" GRAVEL ~ . ° A o A ~ ''~,TH GAR~,,~, S 8 ,
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/ / 12 COMPACTED SOIL ~~i CIN~~'~
N~~'ION METHOD ~I GON51RUrrTION METHOD #2 ~,a i;<a~ , W
INSPECT SEDIMENT FENCES AT LEAST ONCE A ~EDIMa+r _ • e' n, y ~ t i ' ul - F 111 yy\ L4 'r ~ ? fl Il ~V
WEEK AND AFTER EACH RAINFALL. MAKE ANY 57~ 2'
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COLLAPSE, TEAR, DECOMPOSE OR BECOME ~ 6' TrpICAL Z
INEFFECTIVE, REPLACE !T PROMPTLY. REPLA SF:GTIONA-A AvERASEeox DIMEi51oN vawABLe a., \ ~ \ \ \ o
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6E VO UME FOR THE • ~ ~ r~TE PROVIDE ADEQUATE STORA L \ ~ ' ~ FILTER $LANKET ~ ~ vp
NEXT RAIN AND TO REDUCE THE PRESSURE ON \ \ • ~ No, s oR No• s7 sroNE FOR SEDINENf con~ROl. / \ \ / / / USE HPRfri~ARE 0.0SH 24 6AIKE N9RE Nf5Y1 YtITH d4 INU1 MESH OPENINGS. / V ~ ~ N ~ ro
THE FENCE. TAKE GARS TO AVOIR UNDERMINING ~ ~ \ \ I PV+GE TGP OF VdRE MESH A MINIMAM OF 0,~ FDOf BELOW 1tE 5fiGULDER OR OF THE FENCE DURING GLEANOUT. \ AFIL' (J 0r nn
/ \ / ANY DIVERSION POINT. \ \ Ri=MOVE ALL FENCING MATERIALS AND UNSTABLE \ , I/ INSTA INSTALL 5 PT.56.P FASTEtffR A1Y~LE 51Ef1 P05T5 IS FT. DEEP MINIMk1. A FILTER BLANKET OR FILTER FABRIG SHOULD BE Z ~ ~ v n ~ INSTALLED $ETWEEN THE RIPRAP AND 501E FOUNDATION, Z
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE A X z ,
AND STABILIZE IT AFTER THE GONTRIBi1TING DRAINAGE # AREA HAS BEEN PROPERLY STABILIZED, METHOD 2 MOWN T1w11"I~VR~ I ir~R Q r0 R THE Dl Y ~ SOON D~~G~ R ~ ~ ~ ~ .r
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DIKE 4' MIN, rs T~MpORARY S~~DING ,
1000, 2'-D" (MIN.) =„s; SEEDING MIXTURE:
MIN SPECIES RATE (Ib~cre)
~ z ~\G ° o ° HOLD DOWN STAKES • ~ • ~ : - ~J~ o ~ / ~ BAGKFILL TALL FESCUE 60 LBSJAG, OR !S LBSJ1p00 S.F.
° ~o~' a - o !2 GORRUGA7I:D PLASTIC PI I u~ \ \ 50lL \ \ BROWNTOP MILLET OR 35 LBSJAG. OR 3/4 LBJIpOO S.F,
0 0 oOO °o ~ ~ ~ 6HUM SUDAN HYBRIDS 30 LBSJAG. OR 3/4 LB11p00 S.F.
/ oo p0 ~p 0 \ 0 ° ~0° °v0~ ~o oQ Q• \ . , \ N0. 57 WASH SOIL AMENDMENTS:
° ~ \o ~ o 0 8 \ \ \ \ \ \ \ ~ / STONE i ~ • : . . • APPLY LIME AND FERTILIZER ACCORDING TO 501E TE5T5 OR APPLY
° o ~ / / / / ,/i ./i,/i,./ / ~ i - G 00 Ib~acre 6ROUNp AGRICULTURE IM I I z ~ : • ~ NON WOVEN A L ESTONE AND ,(100 b~acre
0 0 ° o o t \ \ • \ ' • GEOTEXTILE 10 1010 FERTILIZER. ~ / ~ FABRIG
°o 0 o d 0 0 o~ 4 MIN. ~ . 0 0 \ 0 MULCH: 1 ~ \ 6"PERFORATED
M 6 MIN. . p o~ ~ LEVEL ~ ° o o ~ 1 ro ~ / ~ COLLECTOR PIPE APPLY 4,000-5pO0 Iblacre GRAIN STRAW, OR EQUIVALENT DOVER
° oo p ~ ° / ~ STABILIZED \ ' • ' ~ of ANOTHER 5ulr \ ABLE MULCHING MATERIAL. ANCHOR MULCH BY
~ ~ ~ \ 2-3 COARSE AGGREGATE OUTLET \ ~ ~ / e~ TACKING WITH ASPHALT, ROVING, OR NETTING, NETTING 15 THE
l ~ ~ ~ ~ SEE EROSION CONTROL PLAN FOR ~ QUANTITY OF DRAIN PIPE READ. ~ PREFERRED ANCHORING METHOD ON STEEP SLOPES.
I GRAVEL GONSTRUGTION ENTRANCE TO PREVENT SEDIMENT FROM LEAVING THE SITE, I TD 2 INCHES ISSUES/REVI5fON5
° ~ ~ ~ ~ M9 DRNdN919 TE PROPERK TIC CGNfWLTOR FEip00.C
~i OR ABft, IN PNif OR W M17Ll, ~RENGH tiRA I N DATA I L TEMPORARY SEED ALL EXPOSED SLOPES WITHIN 21 CALENDAR DAYS ~
OF ROUGH GRADING COMPLETION. PROVIDE PERMANENT SEEDING NO SCALE FOR ALL DISTURBED AREAS WITH 15 WORKING DAYS OR q0 ro
CALENDAR DAYS (WHICHEVER 15 StIORiER1 FOLLOWING GOhiPI.ETION ~ ~ p
~ G~ ~0 U ~ T iRR50 D GT 0 ~ T P e 5TR n OF CAN5TR11GTION OR DEVELOPMENT. ~ 1- ~
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~ P~RM>~N~NT S~~DING • • g111.E'f STFdlv1LRE
SEEDING MIXTURE: 501E AMENDMENTS: 56dlrrlatlt rnT 25C15A/a' S1ffi ANGLE NOTES TnT TO SOD
t' RTI I ER A IN T IL TS OR APPLY Farebay • SPECIES RATE (Ib~pue) APPLY Lih I. AND FE L Z GGORD G 050 TE5 ,
TALL FESCUE 100 4p00 Iblcxre GROUND AGRICULTURE LIN~STONE AND ipoo @~lacre Marsh lams Embankment with marsh plants . I. ALL SEDINENT DE to-lo-io Fr.RTIUZER, p .Level of 1 SERIGEA LESPEDElA ~ ; ? and spillway to main pool CANSTRUGTION t~ ALL SEDINENT DEP051TED IN THE POND DURINh CANSTRUGTION MUST BE REMOVED BEFORE N,1RMAl. ~
KOBE LESPEDEZA 10 runoff valUme OPERATION BEGIf, OPERATION BEGINS. ' ' - ~n (gal REBAtt rnA511 RACK
MULCH: ~ ,,f Normal , A MINIMUM TEN FDOT WIDE SHALLOW SLOPED SHELF
SEEDING NOTES: ~ ' ~I ra Riser prevents 2. A MINIMUM TEN FG 4 -5 00 Ib re GRAIN 5 OR EpJIVALENT COVER p p ~ i V@) APPLY ,ooo p lac TRAW, pool @ T o ~ 0 15 REQUIRED AT THE EDGE OF THE BASIN FOR SAFETY
' ~ • I = v r $•slo e~ overflowing 15 REQUIRED A T I. IN EASTERN PIEDMONT ADD 25 Iblacre PENSAGOLA BAHIAGRA55 OF ANOTHER SUITABLE huLGHING MATERIAL. At~HOR MuLGH BY inlet prat@Ctlarl ~@ @ S p AND TO PROVIDE AND TO PROVIDE APPROPRIATE CONDITIONS FOR AQUATIC
OR 10 Ibbue GOMNON BERMUDAGRA55. USE COMMON BERMUDA6RA55 TACKING WITH ASPHALT, ROVING, OR NETTING. NETiiN6 IS THE I ~ t et ' ' y OriflCe to Slaw em}}al3kment VEGETATION. THI ~l ONLY WHERE IT 15 UNLIKELY TO BEGONE A PEST. PREFERRED ANCHORING METHOD ON STEEP SLOPES. ,i • ~ . FLATTER AND EXl VEGETATION. THIS SHELF SHOULD BE SLOPED AT b:l OR ~ ~ FLATTER AND EXTEND TO A DEPTH OF 2 FEET BELOW THE '
~ ~ r lease starmwater 2. AFTER AUG. 15 USE UNSGARIFIED SERIGEA SEED. ~ { ~ ~ SURFACE OF THE SURFACE OF THE PERMANENT POOL. , , ~
MAINTENANCE: ,Jd+ . ~ Campacted @arth 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERIGEA AND ~ l~ . 4 J ~ 1~ „ I . ~ ArTA,ul rw~N RACK ro TRASH RA4K wrH axlr-voRrEx BA51N SIDE SLOPES MUST BE 3; I OR FLATTER. am.ET STRDCTURE ~IirN ° - ~ oErNL
SUBSTITUTE 40 IbV~cre BAHIAGRA55 OR 15 Ib~acre BERMUDAGRA55. I ~ . embatikm@nt 3. BA51N SIDE SLOPI REFERT(LIZE IN THE SECOND YEAR UNl.E55 GROWTH 15 FIALY ~ r• , f 4, TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 IbY~cre r d = D1A1 c7ER OF ~8' EI~'AfSfON ANG114R5
ADEQUATE. MAY BE MOWED O~,E OR TWICE A YEAR BUT MOWING 15 HRILLEO BERht10AGRA55. HOWEVER, IT IS PREFERABLE TO SEED • , , ~.Kr,} ! , 4. FOREBAY BOTTG FOREBAY BOTTOM ELEVATION = bg2.OD' oal~icE 70P GF 5TRI,GNRE ELEV. 689
TEMPORARY DOVER AND SEED FESCUE IN SEPT. NOT NEGE55ARY. RESOD, FERTILIZE, AND MULCH DAMAGED AREAS :4 yr.,y~~ , to J Riprap FOREBAY DEPTH IMMEDIATELY. ' ~..erm$rtant pool .T~r ~s~•l~'!, . rQt tan FoREBAY VOLUM FOREBAY DEPTH ~ b.O' - axa' I FOREBAY VOLUME = 11136 GU. FT. oRI~IG~ TRASH RACK _ r r~~~LET
NURSE PLANTS: ' r p ' .w MAIN POND BOTT MAIN POND BOTTOM ELEVATION = 680.00' Y•5 ~ 511~M1E NO 5GALE ;J
u,~ PERMANENT P001 BETWEEN MAY I AND AUG. 15, ADD 10 IbVacre GERMAN MILLET OR TEMPORARY POG PERMANENT POOL DEPTH = 5,0 A. RENOVE 5~. BA51N RI5ER TEMPORARY POOL DEPTH = 3.0' 1 ~ ji' A~ UuTAII t~ PERhfA78tr
15 iblacre SUDANGRA55. PRIOR TO MAY I OR AF1ER AUG,15, ADD ORIFICE - L15' s ORIFICE - L15• ANTI-YQ~ cvn.Er stw.rrur~ p
40 Ibk~cre RYE (GRAIN). , U2' RE6AR {aal .i o ,i rRt~il RACK ~ RAtrl; 5EE DETAIL
Caner@te • SEEDING DATES: , SPPGE 9PfL 4' ~ ' f ~ 1.15' ORIFICE
' •anti•faltation . -
BEST POSSIBLE Ar'<tl-5$ep FALL AUG. 25 -SEPT. 15 AUG. 20 -OCT. 25 aChor r . calla s qlfl.Er 51Rlr7t1RE EX 12' RLP ~ 80TTCM OF PGND EIEV. 684.Cb
LATE WINTER FEB.15 -MAR. 21 FEB.I -APR. 15 '
FALL 15 BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. 5"r~~~l~ lf1r~~ $Mp II11L'I ~~~'~~N' I ~ ON I- ON~ 11.1
OVERSEEDING OF KOBE LESPEDEZA OVER FALL-SEEDED TALL FESCUE IS TRASH RACK ANTI -1/oRTEx I7~V I G~ P~RMAN~NT oUT ~ L T STRUGTUR~
VERY EFFECTIVE. USE UNHIA.LED EIERMUDAGRASS SEED IN FALL. NO SCALE NO SCALE
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PRINTED 7/20/2006