20010626 Ver 1_Complete File_20010801

0`OF VvnlrnO?
o ?
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
August 10, 2001
Iredell County
DWQ Project # 010626
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. David Parker
633 River Highway
Mooresville, NC 28117
Dear Mr. Parker:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 520 linear feet
of streams for the purpose of constructing the shops of Winslow Bay at Hwy 150 near 1-77 as described in your application dated April
23, 2001. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Numbers
3287 and 3289. These certifications allow you to use Nationwide Permit Number 14 and 39 when the Corps of Engineers issues them.
In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Water shed regulations. This approval will
expire when the accompanying 404 or CAMA 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 except as modified below. If you
change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner
must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below. '
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and streams to notify the state in
order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the
date of this letter or the issuance of the 404 Permit (whichever is later).
2. An additional condition is that a final, written stormwater management plan shall be approved by this Office before the impacts
specified in this Certification occur. The stormwater management plan must include plans and specifications for stormwater
management facilities which must include and extended detention wetlands designed to remove 85% TSS according to the most
recent version of the NC DENR Stormwater Best Management Practices Manual. Also, before any permanent building is occupied
at the subject site, the facilities, as approved by this Office, shall be constructed and operational, and the stormwater management
plan, as approved by this Office, shall be implemented.
3. Upon completion of the project, the applicant shall complete and return the enclosed "Certification of Completion Form" to notify
DWQ that all the work included in the 401 Certification has been completed. The responsible party shall complete the attached
form and return it to the 401/Wetiands Unit of the Division of Water Quality.
4. A grade control structure must be installed below the uppermost wetlands to prevent stream head cutting.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 Todd St John at 919-733-9584 or Pete Colwell at our Mooresville Regional Office at 704-663-1699. -
Maw
t ?#C?Irt
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone] Customer Service
1 800 623-7748
Sincerely,
. g orp ,
Attachment
cc: Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
File copy
Central Files
Todd St. John
Wendell Overby; S&EC, PMB 291, 30201 Property Church Rd, Charlotte, NC 28269

`OS_
I OT
q
4 r
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
August 10, 2001
Iredell County
DWQ Project # 010626
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. David Parker
633 River Highway
Mooresville, NC 28117
Dear Mr. Parker:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 520 linear feet
of streams for the purpose of constructing the shops of Winslow Bay at Hwy 150 near 1-77 as described in your application dated April
23, 2001. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Numbers
3287 and 3289. These certifications allow you to use Nationwide Permit Number 14 and 39 when the Corps of Engineers issues them.
In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Water shed regulations. This approval will
expire when the accompanying 404 or CAMA 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 except as modified below. If you
change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner
must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and streams to notify the state in
order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the
date of this letter or the issuance of the 404 Permit (whichever is later).
2. An additional condition is that a final, written stormwater management plan shall be approved by this Office before the impacts
specified in this Certification occur. The stormwater management plan must include plans and specifications for stormwater
management facilities which must include and extended detention wetlands designed to remove 85% TSS according to the most
recent version of the NC DENR Stormwater Best Management Practices Manual Also, before any permanent building is occupied
at the subject site, the facilities, as approved by this Office, shall be constructed and operational, and the stormwater management
plan, as approved by this Office, shall be implemented.
3. Upon completion of the project, the applicant shall complete and return the enclosed "Certification of Completion Form" to notify
DWQ that all the work included in the 401 Certification has been completed. The responsible party shall complete the attached
form and return it to the 401/Wetlands Unit of the Division of Water Quality.
4. A grade control structure must be installed below the uppermost wetlands to prevent stream head cutting.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 Todd St John at 919-733-9584 or Pete Colwell at our Mooresville Regional Office at 704-663-1699.
Irf
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone] Customer Service
1 800 623-7748
Sincerely,

Attachment

cc: Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
File copy
Central Files
Todd St. John
Wendell Overby; S&EC, PMB 291, 30201 Property Church Rd, Charlotte, NC 28269

Post-it" Fax Note 7671 Date pages
To From
t.
Co./Dept. Co.
Phone # Phone #
/d /?
Fax # Fax #
Wetlands Tracking MUM
Facility Name Shops of ??`inslc?Nv B.1v c/o David Parker
Project Number 01 0626
Project Type pio pose of retail / commercial
Location Byers Creek Mooresville
County Iredell
County2
Received From APP COE ID # J Region Mooresville
Received Date April 25, 2001 COE Susp Date Reg. Contact Pete Colwell 1
Sent to Region Date 4/27/2001 DCM Susp Date APPLICATION FEE INFO
Rcvd Region Date TIP Number 1 Payment Date ;4/25/2001
_
Last Action Date August 10, 2001 1 More Info Requested 5/30/2001 1 Amount Paid $475.001
Last Action Issue General ( More Info Received 1 Payor R.L. Horvath 1
Latitude (ddmmss) 353554 1 N
?
Mitigation Check # 9612 1
Longitude (ddmmss) $115215 '','
,
COC Received Date 1

Certificates'- s Stream r Area Area Length Length
,
-; ?.
(acres),
PermitWetland ` Wetland
Cert #
Score Stream Class Wetland
(acres) (feet) (feet) rt
Req.
Subbasin
Type Impact
Type Class
Index Prim. SUP Appr. Req. Appr.
3'289 HAW 2 -
? ON. b -11-59-(?) ti?'S1V 030832 ri ririan 0.30 520.00 Jill
_
39 3287 E; L?O Y @N
OY ON
Total for 401: -_? 520.00
WRP Mitigation Stream Impacts (ft.)
Mitigation Project Wetland Wetland Area Length Completion Subbasin Peren- Inter-
Number Type Class (acres) (feet) Date nial mittent
I?
16tal Mitigation:-
IookupWRP, ..
5_'0.00

MRO Comments
Subject: MRO Comments
Date: Thu, 02 Aug 2001 16:23:22 -0400
From: Peter Colwell <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
To: John Dorney <[e-mail]>
CC: "Todd St.John" <[e-mail]>
John,
I was faxed a response to our on hold letter for The Sops of Winslow
Bay; 01 00626; Iredell. I met with the engineer and as the letter
explains, the location of the entrance road off NC 150 and the highway
access for adjacent properties as approved by NCDOT will impact the
wetlands that I wanted to preserve regardless. They have indicated that
the stormwater / wetland they propose to construct downstream will
mitigate for the loss of the wetland as well as treat the offsite
stormwater coming down the channel. Therefore, I recommend that we
issue the 401 contingent upon the contruction of the stormwater
facility.
You should also find comments for Long Bay S/D, Bridgewater ; 01 1106;
Catawba Co. on filemaker.
Todd,
We need to discuss the new info on the Lowes Headquarters when you get a
chance.
Pete
There
Pete Colwell - [e-mail]
%TITLE%
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: 704.663.1699 Fax: [phone]
Pete Colwell <[e-mail]>
%TITLE%
NC DENR - Mooresville
Div. of Water Quality
1 of 2 8/6/018:37 AM
0?Wa1F9Q?
? r
d ?
Michael F. Easley
Governor
William G. Ross, Jr, Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
May 30, 2001
DWQ Project # 010626
Iredell County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Mr. David Parker
633 River Highway
Mooresville, NC 28117
Dear Mr. Parker:
The Division of Water Quality has reviewed your plans for the discharge of fill material
into 520 linear feet of streams and 0.03 acres of wetlands located at NC 150 near 1-77 in Iredell
County for construction of the shops of Winston Bay. Insufficient evidence is present in our files to
conclude that your project must be built as planned in waters and/or wetlands in accordance with
15A NCAC 2H .0506. Therefore, unless modifications of the proposal are made as described
below, we will have to move toward denial of your 401 Certification as required by 15A NCAC 2H
.0507(e) and will place this project on hold as incomplete until we receive this additional
information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place
your project on administrative hold.
Please provide us with information supporting your position that states your project must
be constructed as planned and that you have no practicable alternative to placing fill in these
waters and/or wetlands. Specifically can you
1. move the entrance road off of NC 105 westward to avoid wetland impact,
2. install a grade control structure below the uppermost wetlands to prevent stream
headcutting and
3. contruct a constructed wetland instead of a wet detention pond since this a WS-IV
watershed and
4. comply with all buffer requirements of the water supply rules on perennial stream show on
USGS topo maps?
Any documentation such as maps and narrative that you can supply to address
alternative designs for your project may be helpful in our review of your 401 Certification
. Please respond within three weeks of the date of this letter by sending a copy of this
information to me and one copy to Peter Colwell, Mooresville Regional Office at [phone]. If
we do not hear from you in three weeks, we will assume that you no longer want to pursue this
project and we will consider the project as withdrawn. If you have any questions, please telephone ,.
Bob Zarzecki at 919-733-9726 or Peter Colwell at our Mooresville Regional Office at (704) 663-
1699.
R. Dorney
cc: Mooresville DWQ Regional Office
Asheville Field Office Corps of Engin ers
Central Files
File Copy
Wendell Overby; Soil and Env. Con., PMB 291, 3020-1 Property Church RD, Charlotte, 28269
,,
AiFllh'
DER"A
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact:
WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Shops of Winslow Bay do David Parker County Iredell
Project Number 01 0626 County2
Recvd From APP
Region Mooresville
Received Date 4/25/01 Recvd By Region
Project Type retail / commercial
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F14 FiTW_F_O Y _01N 62 11-89-(2) WSIV I F.S ;2. 0.30 52C1.00
39 F-o Y -@)N F___F_ P7770 N r IF_-F_Ir-?F_ F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? *Y ON
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y O N
Is Mitigation required? O Y O N Recommendation: O Issue 0 Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 353554 Longitude (ddmmss) 805215
Comments:
cc: Regional Office
Central Office Page Number 1
Facility Name Shops of Winslow Bay c/o David Parker County Iredell

Project Number 01 0626 Regional Contact: Pete Colwell
Date: 5/18/2001
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
Proiects reviewed with comments:

010712 - (Madison Co., DOT) the affected waterway, Paint Fork, is WS-II. Road crossings are
allowed assuming no practical alternatives, and bua must be minimized, stormwater must be
diverted away from surface waters, and DOT must useffollow their BMPs document.
010691 - (Mitchell Co., DOT) no WSWP impacts, but Roaring Branch is C Tr.
010678 - (Durham Co., Triangle WWTP) the project is within WS-IV Haw River (Jordan Lake).
Kick it to Durham Planning Dept. for enforcement of BUA requirements. Crossings ok, assuming
no practical altematives, and bua must be minimized, stormwater diverted, BMPs for water quality
used.
010666 - (Clay Co., DOT) the project is not is WS waters, but it's in Tr.
010637 - (Granville Co., John Braddy) the project is within WS-II NSW. Kick it to Butner Planning
Dept. for enforcement of BUA requirements. Crossings ok for public projects, assuming no
practical altematives, and bua must be minimized, stormwater diverted, BMPs for water quality
used. Since it's a private project, then road pavement must be included in the total bua and
crossings not ok without a variance.
010630 - (Watauga Co., Wetland and Natural Resource Consultants, Inc.) not is WS waters, but its
within TR HQW.
010628 - (Stanly Co., Gerald Goodman) The project is within the Lake Tillery WS-IV-CA. Kick to
local planning department (Norwood?) for review of bua and buffer compliance. The state
minimum for WS-IV projects is that the WSWP rules don't apply to projects not needing a SEC
plan, but local govt can be more protective. If SEC plan is needed, must comply with bua/buffer
requirements.
010626 (S&EC Consultants, Inc., Iredell Co.) - the site is most likely in the WS-IV-CA of Lake
Norman. No new roads in CA to the extent practicable; if allowed must minimize bua, divert
stormwater, use BMPs. Private roads must be included in the bua calculations. The state
minimum for WS-IV projects is that the WSWP rules don't apply to projects not needing a SEC
plan, but local gov't can be more protective. If SEC plan is needed, must comply with bua/buffer
requirements.
Projects reviewed with NO commentstnot is WS waters:
010726 - Martin Marietta Materials, Inc., Wake Co.
010730 - Donal Humphrey, Onslow Co.
010728 - Levie Carson Bunch, Currituck Co.
010725 - Tommy Moore, Jones Co. - - -
010724 - Rowland Carlson, Chowan Co.
010737 - KBB Developers, Union Co.
010683 - DOT, Guilford Co.
010672 - Land Management Group, Inc., Brunswick Co.
010671 - City of Lenoir, Caldwell Co.
010668 - DOT, Tyrell Co.
010654 - Ingles Markets, Inc., Buncombe Co.
010648 - Casey Jones, Guilford Co.

Soil & Environmental Consultants, Inc.
PMB 291, 3020-I Prosperity Church Road • Charlotte, NC 28269
Phone: [phone] • Fax: [phone]
www.SandEC.com
April 23, 2001
APR 2 5 2M! S&EC #5400
US Army Corps of Engineers-Regulatory, m- NCDENR-DWQ
Attn: Mr. Steve Chapin Attn: Mr. John Dorney
151 Patton Ave., Room 208 2321 Crabtree Blvd., Ste. 250
Asheville, NC 28801-5006 Raleigh, NC 27610
Dear Mr. Chapin and Mr. Dorney:
010626
The purpose of this letter is to request the use of Nationwide Permit 39 for construction of the
proposed The Shops of Winslow Bay project. The proposed The Shops of Winslow Bay
project is located west of Mooresville, NC off Highway 150 near Interstate I-77 (35°35'53.52 N,
80-52'15.30" W). The site is shown on the attached USGS Topo Quad vicinity map.
Construction of the project will comply with all of the general conditions stated within
Nationwide Permits 14 and 39.
Proposed permanent impacts to jurisdictional waters will total 0.30 acres for impacts associated
with road crossings, pond dam construction, flooding, and a storage facility. Proposed stream
channel impacts total 520 linear feet and are associated with either water quality pond
construction (125 If) or pond flooding (395 If). The proposed water quality pond will contain a rn
fore bay and littoral shelves. Final stormwater plans will be furnished by Jeff Roach at R.L. r r"r 1
Horvath & Associates [phone]. Proposed stormwater treatment will be designed to O
remove 85% TSS as per the latest version of DWQ's Stormwater best Management Practices
manual.
Minimization and avoidance can be demonstrated through the dedication of 19 acres of high
quality real estate as common area for a park. In addition, plans call for the use of arched culverts
and avoid impacts to perennial channels (see justification letter). In the opinion of S&EC,
proposed channel impacts will occur on non-significant channels (lack aquatic life). Project
planners propose 400 feet of arched culvert with no impact to Waters (see attached).
Included are: (1) a completed Pre-Construction Notification application, (2) signed Agent
Authorization Form, (3) USGS Site Vicinity Map, (4) Site Plans, (5) Justification Letter, (6)
Wetland Data Forms, and (7) a check for $475 to NCDWQ for 401 fees.
Please call if you have questions or require further information. S&EC can meet on-site if needed
for confirmation. Please allow a couple of days for scheduling.
Sincerely,
"0441' zeo-ll
Wendell Overby
Greensboro Office: Hickory Area Office: Raleigh Office:
3817-E Lawndale Drive 710 Boston Road 11010 Raven Ridge Road
Greensboro, NC 27455 Taylorsville, NC 28681 Raleigh, NC 27614
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
h k
DWQ ID:
Corps Action ID:
Nationwide Permit Requested (Provide Nationwide Permit ft NW 14, NW39
Pre-Construction Notification Application
For Nationwide Permits that Require:
1) Notification to the Corps of Engineers
2) Application for Section 401 Certification
3) Coordination with the NC Division of Coastal Management
Send the original and (1) copy of this completed form to the appropriate field office of
the Corps of Engineers (see agency addresses sheet). Seven (7) copies should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name: David Parker
2. Mailing Address: 633 River Hiy
Subdivision Name: The Shops of Winslow Bay
City: Mooresville
State: N.C. Zip Code: 28117
Project location address, including subdivision name (if different from mailing address
above):E
3) Telephone Number (Home):
(Work): [phone]
4) If applicable, agent's name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc Phone: [phone]
PMB 291, 3020-I Prosperity Ch. Road Fax: [phone]
Charlotte, NC 28269-7197
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
County: Iredell
Nearest town or city: Mooresville
ti
Specific Location (include road numbers, landmarks, etc.):
West of I-77 on Hwy 150 (see attached USGS vicinity man).
6. Impacted or nearest stream/ river: Unnamed tributary to Byers Creek
River Basin: Catawba
7a. Is project located near water classified as trout, tidal saltwater (SA), high quality
waters (HQW), outstanding resource waters (ORW), water supply (WS-I or WS-
II)? YES NO x If yes, explain: Byers Creek Lake Norman) is WS-IV
7b. If the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO N
7c. If the project is located within a coastal county (see page 7 for list of coastal
counties), what is the land use plan (LUP) designation?
8a. Have an Section 404 permits been previously requested for use on this property?
YES L Jy NO N If yes, provide Action ID number of pervious permit and
any additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ? NO N If yes, describe anticipated work:
9a. Estimated total number of acres in tract of land: 71
9b. Estimated total number or acres of wetlands located on project site: 0.77
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0.27 Excavation:
Flooding: .03 Other:
Drainage: Total acres to be impacted: 0.3
10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation):
Length before: n/a
After: n/a
Width Before (based on normal high water contours): 3'
Width After: pipe
Average depth before: 0_2'
After: piM
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: ? Placement of pipe in channel:
Channel Excavation: ? Construction of a Dam/Flooding:
Other:
11. If construction of a pond is proposed, what is the size of the watershed draining to
the pond -75 acres
What is the expected pond surface area -.92 acres
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
Grading and filling of project area for commercial development includine construction of
infrastructure, utilities, etc using _heavy machinery
13. Purpose of proposed work: Construction of commercial development including water
quality pond.
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts): See attached
justification letter.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) regarding
the presence of any federally listed or proposed for listing endangered or
threatened species or critical habitat in the permit area that may be affected by the
proposed project. Date contacted: (attach responses from these agencies).
To be done by USACE
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project Date contacted:
To be done by USACE
17. Does the project involve an expenditure of public funds or the use of public (state)
land?
YES ? NO ® If no, go to 18.
a. If yes, does the project require preparation of an environmental document
pursuant to the requirements of the North Carolina Environmental Policy
Act?
YES ? NO ?
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answers to 17b is YES, then submit, appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
with the North Carolina Environmental Policy Act.
Questions regarding the State Clearinghouse review process should be directed to
Ms. Chrys Baggett, Director State Clearinghouse, North Carolina Department of
Administration, 116 West Jones Street, Raleigh, North Carolina 27603-8003,
telephone [phone].
18. The following items should be included with this application if proposed activity
involves the discharge of excavated or fill material into wetlands:
a. Wetland delineation map showing all wetlands, streams, lakes and ponds on
the property (for Nationwide Permit numbers 14, 18, 21, 26, 29 and 38). All
streams (intermittent and permanent) on the property must be shown on the
map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or
their equivalent
b. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant
to the placement of the delineation line.
d. Attach a copy of the stormwater management plan, if required.
e. What is land used of surrounding property? Residential and Commercial
f. If applicable, what is proposed method of sewage disposal? Municipality
g. - Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. may not be impacted prior to:
1. Issuance of a Section 404 Corps of Engineers Permit,
2. Either the issuance or waiver of a 401 Division of Environmental
Management (Water Quality) certification, and
3. (in the twenty coastal counties only) A letter from the North Carolina
Division of Coastal Management stating the proposed activity is consistent
with the North Carolina Coastal Management program.
'lw
Owner's ,?Went` Signature Date
[Agent's signature valid only if Agent Authorization Letter from the owner is provided
(18 g.0)]
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11010 A4v? l?lidje ltwd ' Raleigh. NW4 Stine 27614 pheenet (919) 8465900 Fax: [phone]
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L tho CUM j eroo* owner, hmby designate and autiwrize Soil & Environmental consultants, inc. to
art In utr bdulf w nv avmt in tine processing of permit applicat GM to famish upon request
supplaatsstittl information is support of avvikatiotns, etc- from this day forward. The day of
This >nousmuon supersedes any previous correspondence concerning the agent for this pro}ect-
K=CRI TUM autbosftation,tfacliability and professional courtesy reasons, is valid only for
Rpys t offldate to eater the ymyv tq when accompanied by S&EC HOE You should call S& EC
to Npup s site meetixS ptlor to visitnsg the site.
?n-t PMperty OwMleg Nance Property Owner's Signature
cc: Mr. John Domey cc. Mr. Kevin Martin
NCOLH & NR- DW(j Water Quality Planning Soil & Environmental Consultants, inc.
4401 Reed?ynC• wk?Road
Raleigh, NC 27WryI acriAfl'It
Uldlaed 1WiardloalPam1U1R +fiti;•rion SOWSlla Rwtuuim C)r+-Ste Septic Sy$tcxw Lwirnmtiwru>I par uni'ulAudiu
Nweo 13e$o and R'a4wa%ed Vame rsvat Wau Gramdmmer Hydmkgy Esden=cscd Sp-'=L
[?1eta of11r? tTa)51?.3ez2 ltlclary om«: (eztil ?It•?9o2
' FR&I : RLHorvath Associates Tennessee FAX NO. : Feb. 15 2001 12:45PM P5
02714/(1 •0$:44 FAL 7043991035 )WTIN OFFICE SU 12103
FU-0-2W1 W21 WIsm IIllr!'R" igifin 77-6 6 bOL11 ?'.it?
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-t'Ip1t #16 .
1jurl.. 0- '130%

prajwtwoms oesasptsaL - -S. • ?ra?tl?
om r
Po f30Y. 9- to
W i?cts, o me 28?9T
(3,1;6) 938'- `'f ODD
The pepammp t of tftt Army
U.& Amy Carps of i. W lia lgton D!1let
P.Q. Bak
w °e" 1Ne t f L(r)- 2q- ?3o3
a rem: V E..._ d!tA>p'I N -
41A rl
F?a1d Ufhae KSW &VILLE
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C.
Rt. We!lands ReLawd Lultsulting and 1411aeuttutg
To Wh-irm lr May C:oacm%
1, rhv rurr„r,l jj[uygLCW ovirm. horeby designate and authorize Soil & F,nvuunst=r[tai ConsulranM, lnc. to
o,t in aw w au m my ascot in the pimMn= of paw4t epplk&'d*nh to b= isll upon
tttp tit t>allseauuS? K li0. tuppsalt 4f lppWatfat% etc hm this day fo waxd. Tile day of
ThW rot Chalon supemades my pe"ous correspondence cnocaming the went for tbis projvR
NOTIM, Tbk amdwdsadw lor1lobility and prallessmaal caurtaay reaaaas, is vtiid Only 1011
rVefflumm Qmdals to COW the psopeaty WhtgL "Matsp"ied by S&EC dtl& Yoa shoots mu s&EC
to image a site stsa&$ pfw to Vhftiag the dtt
!frnu Pra!?s;ly L7?nu a ti<<,?c
ec Mr. John bomay
NCOS14 4e NR - DWQ Water Quality PlarWl%g
44 i:atdy r r*@, ?, !load
"Q-C 17607

Mr. Kevin Ma&n
Soil 4g &nViionj{Ertitai CoruuLants, Inc.
W"L KR
Crwlranaen!alAasas+tamWAndtOc
rAlplsni!!1vUaa[1wVP¦+uiu• Raj Me 11VatwC006 0" c .e t p,^4
M64" sum womom"s i1Hitsr>iwowivat Gamrtdaa[er kjdrotev zrlft'l jWW Sprim
Onm t4M 3 S 1 ?51n2 rl:aoey orfi.?.r lt=a 7 7 ! 7.7903
Soil & Environmental Consunants, Luc.
11010 4ls? 1G/R amI k Wp. Nw* Carolina 17dl4 • 1%am Ifl101146,M I PaY (gtr! f146'Mdi
Wati a W• jowxGew
AGEW AUTHOUMATON FORM
70TA'. P.02
Photo: " wArl - aJ_ W10
• FROM :.RLHorvath Associates Tennessee FAX NO. : Feb. 15 2001 12:45PN P4
U'G,/,11/U1 ,U9:44 FAl 7069911633 WTtN Win stl Idy l
SoU & Environmental Consultants li Inc.
11010 Uwa AJdF Add • RaWsh. No>;th Gtoiina 47614 • P6ooo-, [phone] Fu ! (919) 14&9467
Web ho: www.Saa4&C,com
AGENT AUTW=ATION FOKM
All Blanks To Be Mled In By The Current Y..andowner
A# IPIV
Name; Amk.?...,, ?.?
n/ - .-
Phone:
j%a44&"50 1?zyt 2421?jew Ltx
Da Lo. / 4 Z... ,L' I
11to Doili,irltnit'll Who Arrny -rfA1*
11 ?, Army ?:at 114 15J 1?,ttJ,t ic??>rs, uAjori qc jr)' 3r?r
P i ) Box r-?
N'lliitttil"lon, Nt.'. 784(71 ??rJ1? ?1L? 1???:

FIatci c IVIce: _... NsgylLL,&-. ..
Re Watlnl * Rouwd CorsultIng and. Pam:;Ittins
. _.?_--.?"r,.Wbt>:a-tt luitly C?nceml
1, Itlt` t'llr:?'1tl ti r ' ?tvtt, ?, lk.rvtly def ignato and Ruthorizo Soil & L.riv ronnip;;la1 C g11:iUi(,9tt(S, Inc. lu
act In my bdvdf as my %Vnt in Ow pzocusing of permit applicatims, to furnish upon rucluast
su tat infonria6 l? in support of applications, etc. lsrom this day forward. The -- g day of
a
This AcUlleadon cup=des any pm-taus correspondence conceming tho agent for this project.
fit' TICR TbU authod uden„forU611 lp and professional courtery reasons, is valid only for
got+tr>e obod c dalllo to tabu the property' when areompanied by SScEC slaFf. You sbould call S&EC
to MMltgt a Eke maefte prior to visWltg the slte.
Print P mpwty Ow&,tes Name
cc: Mr. John Donley
NCDCk-t & NR - DWQ, Water Quality Planning
4401 Reedy crock R"d
Rakigh, NC 27607
t;
Property Ownw s Si shire
cc: Mr. KQvW Martin
Soil & Flivi ron mental Consultants, Inc.
Atmaltm
Walmd t7et(MatittttlPnrmittl+talNGt?atiat salLcite Rvsltmuam, on-Site Scpeic Syoxns L' tricvramw Axscssmergs/Audis
m tm Stan ad Watarlfted Buffer Evaiu;alons 0mundilmier Hyd:otogy ft4ati feted SPtdcs
ChVkttc alTi= (XA) S l&W2Z . l lickory Q(?jtY: (t2t} 31?7902
" FROM L RLHorvath Associates Tennessee FAX NO. :
02!24/01' 06:41 FAX [phone] KiRTIN OFFICE Sti

Name:
Feb. 15 2001 12:440M P3
Q03
Soil & Environxaentd Consultants, Inc.
HOW Itswa )Kilos Vad " PAWSl. Neva CeraUm 27614 - lt>toam [phone] - Fu; ;9191, W-9467
Web Pa : ww.sudFsc earn
AGENT MOWATION FORM
A1111anks To Be) filled In By The Current Landowne
?ip/l7Av(r ? ?1??l+a?P¦(- -
T
prOJACt Ilaale/ t tsy tcts M-1kii- Q iLd-W
pate: ke IA-01 The DepsrlmM of ttw Army
US. Army Cola of RnSinims, wiimingum District -rM 4t-
F-a lift
p ilau, NC 2MM 14t, Lill) - ag`3a315
Aft 10119f:
tbC??
vi" COM tK!+tUE NORiKQ
11! watlsr ds 1Ralated Consulting and Ptn%d ftt%
To Whom It May Comm
1, tits euttmt jjMgft owner, hereby devfgwa arid authorize Soil & Environmental Consultants, lac. to
ad in my Whalf as my agW in etro pracacdA of permit Applicaftu, to fun ish upon request
supphawnW i:lformatkm m support of appllcat1wrv etc. from this day forward The _„_ day of
This notifiattidn supemdas any previous correspondence concerning We aMt for this project.
NCMClk Thk r>lut wft&tioaa, forliabiLky and pmfer•:ional courtesy reasons, is valld only for
govermutd offidsla to eater On properly when Itcoompanied by S&EC staff. You should call S&EC
to Uva"a 4 site =640n8 prior to visiting the site.
N"t 'An A"d /:I.;,
Print Pr6pietty Owner's N e
cc. Mr. Jahn Damey
NMM4 & NR - DWQ, Water Quality Planning
4401 Rovdy Creek Road
Raleigh, NC 276M
Ae?
Property Owners Signature
cc; Mr. Kevin Martin
Sail & Environmental Cons0ants, Li1c
nd(alt.im'
Wetland t)a11aa{jgt?lNsm?itrMtAfitiautan So'vShe Gvaluotiona 0"its Sceptic systems FAVironmenml Asxasnec,WAUdits
Nettle DW& sod Wstenhad Huffer FvpludWes Omu dwucr Hydrology radLeScred Spuies
t7fmia1uc 0McL= (9ty1) 516-1= - I k-Uory Orrieaa (8211) 712-7402

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Name: MOORESVILLE Location: 035' 35'55.2" N 080' 52'16.1" W
Date: 2/20/2001 Caption: SEC#5400
Scale: 1 inch equals 2000 feet
copyngnt (c) 1 997, Maptecn, inc.
S
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GLENCOE LANE
SITES U /TO BE RELOCATED
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NC HWY 150
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VICINITY MAP
NOT TO SCALE
WETLAND IMPACT TABLE
IMPACT DESCRIPTION TYPE FTC LINEAR FT. NW
(CH&WL) (CH only) pERM I'r
1 WQ POND DAM GRADING CH 330 110 LF 39
2 WQ POND FOREBAY CONST. CH 30 15 LF 31
3 WQ POND' GRADING JW 6.039 SF -- - 311
4 DRIVEWAY CROSSING JW 5.449 SF -- - 11f
5 BOAT STORAGE CONSTR. JW 186 SF -- - 31
6 CHANNEL FLOODING OF POND CH 1165 395 LF 341
TOTAL IMPACTS 13,219 SF 520 LF
0.3 AC
CH = CHANNEL; JW = JURISDICATIONAL WETLANDS
PROJECT VICINITY MAP
R.L HORVATH ASSOCIATES High way 150 Retail Drsn
73oAT CHERRY OOGA TTENxF M 37402 Highway 150 DaChk
te.,
423-266.499o FAX 4?6657W Mooresville. North Carolina Date:
C?nA ,A
EXIT 36
TJ F
CCD
12 April 2001
1 "=N /A
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1 of 8

1
HIGHWAY 150
AMP
R.L. HORVATH ASSOCIATES
73o CHERRY STREET, BUM B
CHATTANOOGA,TF.NNE33ER 37402
423.266-4990 FAX [phone]
OVERALL PROJECT SITE PLAN
Highway 150 Retail DrWn By. TJF
Highway 150 Chk Br. CCD
Mooresville, North Carolina Date. 21 Aril 2001
Scale: 1 "=400'
Dwg wo.
D-H.2
2 of 8
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I Pond Grading impacts
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05
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I Impact #2 1
Pond y Grading 6
Im act #3
RON PIPE
10175 5
7931.25
467.65 ; `? .
\
I Pondo
Impac'#1
Pond Darn 5
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Impact #6
Pond Ong of Channel
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4 W PROPOSED PROJECT DETENTION BASIN
R.L. HORVATH ASSOCIAM Highway 150 Retail Dram BY: TJ F Dwg Nc
D-H.3
73o CHERRY STRFZr. SUITE B Highway 150 Chk B: C C D
CHATTANOOGA,TENNESSER 37402 Date. 12 Aril 2001
423.266.49W FAX 4ns66Z700 Mooresville, North Carolina SCAIP' 1 = Inn
3 of 8
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R.L HORVATH ASSOCIATES
730 CHERRY STREET, SUITS B
CHATTANOOGA.TENNE.SSEE 37402
42,4.266.4990 FAX 421.266.F700
PROPOSED MAIN DRIVEWAY ENTRANCE TO RETAIL DEVELOPMENT
Highway 150 Retail Drwn By. TJF
Highway 150 Chk By. CCD
KAnnroQ%,;1Jo NInrfh (?nrnlinn Date. 12 Aril 2001
Dwg N
D-H.6
A of p
8' X 8' INLET Box RISER
5 ) F 24' PVC DRAIN PIPE
W/ VALVE
COPCRJ7
14 X
5" PVC DRAIN PIPE
84" RCP O
4o??
R.L HORVATH ANOCUM
73o CHERRY STREET, SUITS B
CHAZTAX000A,TENNL9= 37402
423.266.4990 FAR 423.2664700

ANTI-SEEP COLLAR
NEW DISTANCE - 95.3'
ASSOCIATED CREEK DISTURBANCE - 110.0'
INVERT OUT
13 LAX 5'BAFFLE
H x 8"D
RIPRAP APRON
9'L x 22"D
CLASS 8 STONE
I
EXISTING CHANNEL
6.0' 9.0'
DAM SECTION
Highway 150 Retail vnm
Highway 150 Chk
Mooresville, North Carolina Date-
TJF Dwg Nc
CCD D-H.4
12 April 2001
1 "=N/A 5 of 8
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EXISTING CHANNEL 12"
SELECT FILL FOREBAY WEIR
SOIL WEIR (CONCRETE PORTION)
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2.0'
15.0
ASSOCIATED CREEK DISTURBANCE = 15'
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ALITY
IN

"HORVATH ASSOCIATES
Tao CHERRY STREET, SUM B
CHATTANOOGA,TENNESSEE 37402
423.266.499o FAR 403 9 5700
D FOREBAY
5.0
FOREBAY CROSS SECTION
Highway 150 Retail Drwn Bp: TJF
Highway 150 Chk By.- CCU
Date: 12 A ri
Mooresville. North Carolina ,.
2001

D-H.4
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ROAD OWN - Mix
DRIVEWAY CROSSING
R.LHORVATHANOQATES Highway 150 Retail 7Da
CHATTooc TENNESSEE 37402 Highway 150 423-266.4990 FAQ 423-266.5700 Mooresville, North Carolina TJF
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12 April 2001
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RL HORVATH ASSOCIATES, INC.
CIVIL ENGINEERS - PLANNERS - LANDSCAPEARCHITECTS
18 April 2001
U.S. Army Corps of Engineers - Regulatory
Attn: Mr. Steve Chapin
151 Patton Avenue Room 143
Ashville, NC 28801
NCDENR - DWQ
Attn: Mr. John Dorney
4401 Reedy Creek Road
Raleigh, NC 27607
Re: The Shops of Winslow Bay
Mooresville, North Carolina
The Shops of Winslow Bay is a 450,000 SF Retail Development placed on 52.33 acres located
near the intersection of Highway 150 and Interstate 77 in Mooresville, NC. This letter is to discuss
the justification for the wetland impacts requested in the Preconstmction Notification being
submitted by S&EC for this project. We request that DWQ and USACE issue the requested 401
and 404 permits for the following reasons:
• The overall project limits consists of 71.36 acres with 12,000 sf of jurisdictional waters
located on site. We have redesigned the Site Plans three times in order to minimize and
avoid possible impacts incurred by this development. The original Site Plan included the
filling of all wetlands and 1,574 if of channels on our site. Upon confirmation of the
location of the wetlands and channels by S&EC, retaining walls, steel arch pipes and the
relocation of the proposed buildings and parking spaces were included in the revised
designs to minimize the impacts on the wetlands and channels.
• The driveway crossing from Highway 150 has been located to minimize the impact of the
grading work on the channel. To eliminate impacts on the existing channel associated with
the driveway crossing from Highway 150, a Low Profile Steel Arch Pipe is proposed for
this crossing. The remaining impacts include construction of the slopes necessary to place
the amount of fill necessary to install the arch pipe. According to the delineation
completed by S&EC, there are 4,185 if of stream channel on site. The proposed impacts
to these channels include 5201f of stream impacts, including 3951f attributed to "flooding"
because of the new water quality pond while the remaining 125 if are for the pond's dam
and forebay grading work. According to S&EC, the impacts are proposed for non-
significant stream channels. The impacts on the non-significant stream are minimized
while also providing water quality treatment for the site and upstream drainage area.
• This site is subject to the requirements of Section 14 of the Town of Mooresville Zoning
Ordinance; NC Legislature Chapter 160A, Article 8, Section 174, General Ordinance
Authority; and NC Legislature Chapter 143, Article 21, Watershed Protection Rules for
development in Protected and Critical Watershed Districts for Lake Norman and the
Catawba River. A water quality pond is designed for construction in the existing channel
and will treat 10.09 acres of upstream drainage areas along with 100% of the proposed
Site Development • Land Planning
Residential • Commercial • Industrial • Municipal
16 Consultant Place Suite 20127707 730 Cherry Street Suite B
P. O. Box 51806 Durham, NC 27717 Chattanooga, TN 37402
9191490-4990 FAX [phone] 4231266-4990 FAX [phone]
t ro

shopping center development. See attached Wetland Impact Maps for the location of the
proposed Water Quality Pond.
• There are 2,597 If of channels located on this site that are subject to the buffer
requirements as established in Section 14 of the Town of Mooresville Zoning Ordinance
which restricts development within a 100 foot buffer along stream channels. The
construction of the water quality pond will be located in this buffer with permission from
the Town of Mooresville with vegetation remaining in all other areas of the channel.
• The total site area is 71.36 acres with 19.21 acres being dedicated to the Winslow Bay
Homeowner's Associates for use as Public Open Space, Recreation Areas, Landscape
Areas and a Homeowner's boat storage facility.
Due to the items listed above, our request for the issuance of the appropriate Nationwide
Permits is reasonable and justified. Please contact our wetlands consultant, Wendell Overby with
S&EC, if you have any questions or need any additional information.
Sincerely,
Jeff Roa P.E.
Project Engineer
enclosure
i. ;U !
Wetland Delineation Performed By:
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Soil & Environmental Consultants, Inc.
PMB 291 3020-1 Prosperity Ch Rd
Charlotte, North Carolina 28269
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Mooresville Date: 2/16/01
Applicant/Owner. J. C. Faw County: Iredell
Investigator W Overby State: NC
Do Normal Circumstances exist on the site? x Yes No Community ID: wetland
Is the site significantly disturbed (Atypical Situation)? Yes x No Transect ID:
Is the area a potential Problem Area? x Yes No Plot ID: flags 1-28
Ilf needed. explain on reverse.)
VEGETATION
S
i Stratum Indicator Dominant Plant Species Stratum Indicator
es
pec
ant Plant
xinus pennsylvanica
F Tree FACW 9.
uidambar styraciflua Tree FAC+ 10.
. mpsis radicans Vine FAC 11.
4. Boehmeria cylindrica Herb FACW+ 12.
5. Ulmus americans Tree FACW 13.
6. Smilax rotundifolia Vine FAC 14.
7. Lidodendron tulipifera Tree FAC 15.
8. Parthenoctssus ui uefolia Vine FAC 16.
Percent of Dominant Species that are OBL, FACW,or FAC

(excluding FAC- : 100

Remarks:
HWWOLOGT
Recorded Data: Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge
F Primary Indicators:
Aerial Photographs x Inundated
T Saturated in Upper 12 Inches
Other
- -Water Marks
x No Recorded Data Available
- -Drift Lines
Sediment Deposits
-
-Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 0-2 (in.) Water-Stained Leaves
Local Sal Survey Data
Depth to Free Water in Pit: 0-10 (in.) x FAC-Neutral Test
-Other (Explain in Remarks)
Depth to Saturated Soil: 0-6 (in.)
Remarks:
L p? s
Wetland Delineation Performed By: Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road PMB 291 3020-1 Prosperity Ch Rd
Raleigh, North Carolina 27614 Charlotte, North Carolina 28269
[phone] [phone]
Project/Site: MOORESVILLE Plot ID: WETLAND
avow
Map Unit Name Drainage Class: POORLY
(Series and Phase): WEHADKEE Field Observations
Taxonomy (Subgroup): Fluvaauentic Endoaaue pts Confirm Mapped Type? x Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 7.5YR 5/2 SiL
6-17 Bg 10YR 4/2 SiCL
Hydric Soil Indicators:
Histosol -Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
_
Sulfidic Oda -Organic Streaking in Sandy Soils
x Aquic Moisture Regime x Listed on Local Hydric Soils List
x Reducing Conditions x Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? _K -Yes _No Is this sampling point within a wetland?
Wetland Hydrology Present? x Yes _No _L _Yes No
Hydric Soils Present? x Yes _No
C
'\
Remarks: . O SO LS
Possible disturbance along creek near Hwy 150 J • %
,1218
NORSH

Wetland Delineation Performed By: Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road PMB 291 3020-1 Prosperity Ch Rd
Raleigh, North Carolina 27614 Charlotte, North Carolina 28269
[phone] [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Mooresville Date: 2/16/01
Applicant/Owner. J. C. Faw County: Iredell
Investigator. W. Overby State: NC
Do Normal Circumstances exist on the site? x Yes No Community ID: u and
Is the site significantly disturbed (Atypical Situation)? Yes x No Transect ID:
Is the area a potential Problem Area? Yes x No Plot ID:
If needed, explain on reverse.
VFr;FTAT1nm
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus virginiana Tree NI
_ 9. Carpinus caroliniana Tree FAC
2. Liqudambar styraciflua Tree FAC+ 10.
3. Lonioera japonica Vine FAC- 11.
4. Corpus florida Shrub FACU 12.
5. Ulmus alata Tree FACU+ 13.
6. Acer rubrum Tree FAC 14.
7. Liriodendron tulipifera Tree FAC 15.
8. Quercus alba Tree FACU 16.
Percent of Dominant Species that are OBL, FACW,or FAC
(excluding FAC- : 37
Remarks:
Much of site is open land (fescue).
HYDROLOGY
-Recorded Data: Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs -Inundated
-Other -Saturated in Upper 12 Inches
Water Marks
x No Recorded Data Available Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: WA (in.) Water-Stained Leaves
-Local Soil Survey Data
Depth to Free Water in Pit: WA (in.) _FAC-Neutral Test
-Other (Explain in Remarks)
Depth to Saturated Soil: WA (in.)
Remarks:
A r • h
Wetland Delineation Performed By: Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road PMB 291 3020-1 Prosperity Ch Rd
Raleigh, North Carolina 27614 Charlotte, North Carolina 28269
[phone] [phone]
Project/Site: MOORESVILLE Plot ID: UPLAND
Map Unit Name Drainage Class: WELL
(Series and Phase): CECIL Field Observations
Taxonomy (Subgroup): Topic Kanhapludults Confirm Mapped Type? x Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 Ap 7.5YR 5/4 SL
6-24 Bt 2.5YR 4/8 C
Hydric Soil Indicators:
Histosol -Concretions
_
_Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _Organic Streaking in Sandy Soils
_
_Aquic Moisture Regime -Listed on Local Hydric Soils List
-Reducing Conditions Listed on National Hydric Soils List
_Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINK
Hydrophytic Vegetation Present?
x Yes _No
Is this sampling point within a wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks:
Yes x No
Yes x No
-Yes x No
sC,¢?
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Soil & Environmental Consultants, Inc.
PMB 291, 3020-I Prosperity Church Road • Charlotte, NC 28269
Phone: [phone] • Fax: [phone]
www.SandEC. ' 5 20
April 23, 2001
S&EC #5400
US Army Corps of Engineers-Regulatory
Attn: Mr. Steve Chapin
151 Patton Ave., Room 208
Asheville, NC 28801-5006
Dear Mr. Chapin and Mr. Dorney:
NCDENR-DWQ
Attn: Mr. John Domey
2321 Crabtree Blvd., Ste. 250
Raleigh, NC 27610
010626
The purpose of this letter is to request the use of Nationwide Permit 39 for construction of the
proposed The Shops of Winslow Bay project. The proposed The Shops of Winslow Bay
project is located west of Mooresville, NC off Highway 150 near Interstate I-77 (35°35'53.52 N,
80°52' 15.30" W). The site is shown on the attached USGS Topo Quad vicinity map.
Construction of the project will comply with all of the general conditions stated within
Nationwide Permits 14 and 39.
70 -0
Proposed permanent impacts to jurisdictional waters will total 0.30 acres for impacts associated rT1
with road crossings, pond dam construction, flooding, and a storage facility. Proposed stream
channel impacts total 520 linear feet and are associated with either water quality pond = r rt
construction (125 If) or pond flooding (395 If). The proposed water quality pond will contain a v
fore bay and littoral shelves. Final stormwater plans will be furnished by JeffRoach:at R.L.
Horvath & Associates [phone]. Proposed stormwater treatment will be designed to
remove 85% TSS as per the latest version of DWQ's Stormwater best Management Practices
manual.
Minimization and avoidance can be demonstrated through the dedication of 19 acres of high
quality real estate as common area for a park. In addition, plans call for the use of arched culverts
and avoid impacts to perennial channels (see justification letter). In the opinion of S&EC,
proposed channel impacts will occur on non-significant channels (lack aquatic life). Project
planners propose 400 feet of arched culvert with no impact to Waters (see attached).
Included are: (1) a completed Pre-Construction Notification application, (2) signed Agent
Authorization Form, (3) USGS Site Vicinity Map, (4) Site Plans, (5) Justification Letter, (6)
Wetland Data Forms, and (7) a check for $475 to NCDWQ for 401 fees.
Please call if you have questions or require further information. S&EC can meet on-site if needed
for confirmation. Please allow a couple of days for scheduling.
Sincerely,
"14141,
Wendell Overby
Greensboro Office: Hickory Area Office: Raleigh Office:
3817-E Lawndale Drive 710 Boston Road 11010 Raven Ridge Road
Greensboro, NC 27455 Taylorsville, NC 28681 Raleigh, NC 27614
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
t :. Y
DWQ ID:
Corps Action ID:
Nationwide Permit Requested (Provide Nationwide Permit ft NW 14, NW39
Pre-Construction Notification Application
For Nationwide Permits that Require:
1) Notification to the Corps of Engineers
2) Application for Section 401 Certification
3) Coordination with the NC Division of Coastal Management
Send the original and (1) copy of this completed form to the appropriate field office of
the Corps of Engineers (see agency addresses sheet). Seven (7) copies should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name: David Parker
2. Mailing Address: 633 River Hi hway
Subdivision Name: The Shops of Winslow Bay
City: Mooresville
State: N.C. Zip Code: 28117
Project location address, including subdivision name (if different from mailing address
above)-,E
3) Telephone Number (Home):
(Work): [phone]
4) If applicable, agent's name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc Phone: [phone]
PMB 291, 3020-I Prosperity Ch. Road Fax: [phone]
Charlotte, NC 28269-7197
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
County: Iredell
Nearest town or city: Mooresville
A
Specific Location (include road numbers, landmarks, etc.):
West of I-77 on Hwy 150 (see attached USGS vicinity man).
6. Impacted or nearest stream/ river: Unnamed tributary to Byers Creek
River Basin: Catawba
7a. Is project located near water classified as trout, tidal saltwater (SA), high quality
waters (HQW), outstanding resource waters (ORW), water supply (WS-I or WS-
II)? YES NO x If yes, explain: Byers Creek (Lake Norman) is WS-IV
7b. If the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO
7c. If the project is located within a coastal county (see page 7 for list of coastal
counties), what is the land use plan (LUP) designation?
8a. Have any Section 404 permits been previously requested for use on this property?
YES ? NO ® If yes, provide Action ID number of pervious permit and
any additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ? NO ® If yes, describe anticipated work:
9a. Estimated total number of acres in tract of land: 71
9b. Estimated total number or acres of wetlands located on project site: 0.77
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0.27 Excavation:
Flooding: .03 Other:
Drainage: Total acres to be impacted: 0.3
4A 10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation):
Length before: n/a
After: n/a
Width Before (based on normal high water contours): 3'
Width After: pipe
Average depth before: 0_2'
After: pipe
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: ? Placement of pipe in channel:
Channel Excavation: ? Construction of a Dam/Flooding:
Other:
11. If construction of a pond is proposed, what is the size of the watershed draining to
the pond -75 acres
What is the expected pond surface area -.92 acres
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
ins and filling of project area for commercial development including construction of
infiastructure. utilities, etc using heavy machinery
13. Purpose of proposed work: Construction of commercial development including water
ganft pond.
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts): See attached
justification letter.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) regarding
the presence of any federally listed or proposed for listing endangered or
T
threatened species or critical habitat in the permit area that may be affected by the
proposed project. Date contacted: (attach responses from these agencies).
To be done by USACE
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project Date contacted:
To be done by USACE
17. Does the project involve an expenditure of public funds or the use of public (state)
land?
YES ? NO ® If no, go to 18.
a. If yes, does the project require preparation of an environmental document
pursuant to the requirements of the North Carolina Environmental Policy
Act?
YES ? NO ?
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
with the North Carolina Environmental Policy Act
Questions regarding the State Clearinghouse review process should be directed to
Ms. Chrys Baggett, Director State Clearinghouse, North Carolina Department of
Administration, 116 West Jones Street, Raleigh, North Carolina 27603-8003,
telephone [phone].
18. The following items should be included with this application if proposed activity
involves the discharge of excavated or fill material into wetlands:
a. Wetland delineation map showing all wetlands, streams, lakes and ponds on
the property (for Nationwide Permit numbers 14, 18, 21, 26, 29 and 38). All
streams (intermittent and permanent) on the property must be shown on the
map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or
their equivalent
b. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant
to the placement of the delineation line.
d. Attach a copy of the stormwater management plan, if required.
e. What is land used of surrounding property? Residential and Commercial
f. If applicable, what is proposed method of sewage disposal? Municipality
g. - Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. may not be impacted prior to:
1. Issuance of a Section 404 Corps of Engineers Permit,
2. Either the issuance or waiver of a 401 Division of Environmental
Management (Water Quality) certification, and
3. (in the twenty coastal counties only) A letter from the North Carolina
Division of Coastal Management stating the proposed activity is consistent
with the North Carolina Coastal Management program.
"le e?l V?Z
Owner's ,?qent's Signature Date
[Agent's signature valid only if Agent Authorization Letter from the owner is provided
(18 g.0)]
FRpN : RLHorvath Associates Tennessee FAX NO. Feb. 15 2001 12:44PM P2
F9.1 09:44 FAX [phone] HARTTN nffT('R 3V Z02
Soil & pnvve onxnental Consultants, Inc.
11010 >It w Qidp UW • iaWgh. N94 Cara ina 27614 • Pheeet (914) 9465900 - Fax: [phone]
Web Pogo! wwwSatndF.C.eom
- At r%NT AU'l' i0TaZA7T0 N rORM
All blanks To Do lfllod In By The Current i.anrlciw?ic•r
1
N,iitiv• ,1I. A Lit C7 .. J?A'-k- • - - - -
Addrt.4v
1'i'nj?ct Nniio/Dt-m-riptiun: ?44{y { t? Y??.C .?t• AI Q0Z.46l,LLE
Ih0 ihip.irinivni pi the Army
U.S. Army Corp-. ctt 1-.tngincers, WtlrnintLon District
P.O. Don
Wilmirir.loo, N(. 15402 TM ii
arsa'7- 3? - (;a?1G
Attn: ...'?Lve OH11?"t!s _
I-rn1d0fru'v. --hWVtt.Lg
fr, Wetlands R&bd C msulan eta ptsmi=g
To whom it MAY C=V=-
.h the Cu.ttettt propM owner, ha dby designate and authorize Soil & Environmental Consultants, inc. to
act in u%y bahaV ais my agent in the processing of permit applicatiom to ftusti[sh upon request
suppleaumtal InWmatianin support of.applkations, etc- from this day forward The - _ day of
This naftation supersedes any previous correspondence concerning the agent for this project-
K=C8 Tkis audwwb addkiorliab9ity and prcdessional courtesy reasons, is valid only for
90"MMM offidak to eater the property when accompanied by S&EC staff_ You altould call S&EC
to *vaiap a site meeting prior to visitbig the site.
.1I ek j /T plc
,.
nt PmPerty Dwtwes Name Property Owner's Signature
cc: Mr. Jahn Domey cc: Mr. Kevin Martin
NCDLIi & NR- DV4 Water Quality Planning Soil & EnvironmentalConsultant3, Inc.
4401 Reedy Creak Road arriAll'I"
Ft4WISK Yldladd Oaiiara Nam Asa +? s goaae r!,w c s? rimmon-site septic Syswxw 1wier li dMkty E &UQFW 1;?ulAudi{s
0=irAW Otik` (104) 51&34Jn - Ci &WY 0MCe: (828)SII-'902

F_R&I : RLHorvath Associates Tennessee FAX NO.
OVIVA'i *09;44 FAb T043991055
FED-051-2wit lbtil WIsm DIli!'1!3'IFIRD
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Feb. 15 2001 12:45PN P5
1LIRTIN OFFICE SU Z03
7---6 6E7 bOLI ['L?
soy. & Environmenta,i uonsuLmnu, mc.
ll010 aarQt 1G/R a? taleid%. Nw& Cuollno 17dl4 • Phoo.;1D1o1 t46.S9O0 Par (9ty t?Ab'l16i
anti 'r. wwwjwwzcAdffi
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ptrojet Nante1 C>eaerlptiaR . -S. 0,
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(336) 934- 'tooa
Attn:
Fuld 0lhce - •-
res. Wellands ReLat sd CUj%SUlt3t+g and 1001fturtmg
To W h:tm It May C arcti-m
-rm4"S
LIGt(r)- 24- ?303
4(AQ - a7 - 92-7!,
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I, fl-1V rV rrdtil IJ&Uyq;W OvM&r. hereby designst9 ArUl authorize Soil & EftWUnU,*-r Ai Ccnsultan0. lt1c. to
actin aw Wall at my aunt in the pt iifet: at pstsxvt •1 s ?h Id fasslisb upon
tit)hiseeeNlliOtt itil •uDO a E ?pP tttoet W- hart this day fotwaad. The day of
• a-z
1- or
That noulSestlan supeteedes !try pceviaus correspondence ceaicamin$ the went for this project
NOTWP. Thla andtodZ91 rll. forZabtlity acrd prafeasiaaal courtaay reunm is valid otay for
pmemmm t oMd&U to exW Ike proptzty wrhost xta tpWod by SLEC staff. Yost shontd c&U &&16C
to tas044 4 Tito euaft 7d" to v4ftia j Ora site.
Pfillt Prctjsrly ow nu t
ca Irlr, John Clamoy
MCOS14 k Nat -13WQ Water Qa1414 Piattinl+%
4401, i atdy r rael- Road
cyy I -rer a r.4naturc
Mr. Kevin MartiA
Soil & SnvirorLmeental Comaltante. Inc.
.p"i.l tie
tiktWM A+Ilttatlvl/Br+aiu' I,dUE4611-1.4:aa 0"4c ro 3 tcm SWIr0merutlA5-m n wL9AndP
Nw;a Ehili- 4 W404d Nat r &V'W r% 0e&"dostex otao lEndan'WW SPM305
t:ls.f-k- O?r? tlA13 f l!?7?f12 • 1{ieiey Offiu+ lt:Y) ] ! 1.7901
TO'TA:. P , 0s
Addraa• ,-,{,?u AM's • 4
FROM, ' at ?? -al- 2 X.
FROM : RLHorvath Associates Tennessee FAX NO. : Feb. 15 2001 12:45PM P4
UZ411101 ,01:44 FAl'043691833 KdTIN OFFICE SCI 4toI

Soil & Environmental Consultants, Inc.
11010 ttawea R1dF Rmd • Raloith. North Gmline 2761 P6ooa: (819) W-59QQ F"! 019) 646.9467
Ilireb ?; +vww.Sand6C.com
AGENT AUTfr1 =ATION FORM
All Blanks To Be FYlled in By The Current Landowner
Name: fcl_... Ai4 !rT
r?
(ed
Add>:eose a ^ L6.? ?- -
Ic t't ? TSrLk?.ri ril?llc?tl' .?1Cr+h,1O.?L?SO ?SP''rbtN. - la.E

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Wil , inglon, Nt.
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Field 01flIce:.... 1,401u ..
Re: Wetlrl * R*Uwd Cortsuttmi; and Parmittine
....-_--?"? ?Iblara-Yt 1?6av C6lrcem:
_I, Ilu• ?'lila?lil ti ?' ; Uwrii?r, 110ruby dot. ignato and autharize Sail & 1 nv-rVr1r11P;1Lal ('071:iUif.ink, Inc:. lu
actin my beh Mss my apnt im the pzooessing of petmft appliaad0m, to furnish upon ruquast
sup teal informafiah>itt support of application:, ete. from this day forward. The day of
a
This ataldMAIWa cupa=des any preti•faus correspondence concerning the ',vent for this project,
NOTI(M 'Khios authori=don,forlia'bility and professional courtesy reasons, is valid only for
goverrrmat ofd- to *tatu ttu; property when a=mpaukd by S&EC staff. You sbovld coil Sb:><C
to tl"vige a Ae wafts prior to visitimg the site.
/, - 4r?e?
Print Property Owsiel's Nante
cc. Mr. John Dorney
NCDC14 & KR - DWQ Water Quality Planning
4401 Reedy Gock Road
Raleigh, NC 27607
Property Owner's Si ature
cc: Mr. Kevin Martin
Soil & Environmental ConSUltants, Inc.
avallm
IAfialred palq?quan({?crut>ttitlr/NGti?eriw? SaItChe Eval=k m on-Sits Septic Swans L' idmun uzl Axsessmr AS/Aulli'•5
Netme Sgin ad VUcdled Buffer EvzImIons Omundwater kydrotegy &&tijcrod S(ed=
chmiumGirm(xA).1-3921 SGcaoryOrtur it2r13127902
-FROM L RLNorvath Associates Tennessee FAX NO. : Feb. 15 2001 12:44PM P3
02/24/01' •9:14 FAX [phone] ILIRTIN OFFICE SU Q03

Nadia:
oil & Environmentd Consultants, Inc.
tad hewn RWp Road • PAMIS16 t4wl CamUm 11614 - tuew [phone] • Fu: ;919: W-9467
Webhie: ww.SudFrAwks
AGENT AUTMMATION FORM
Allllanks To Ba Filled In By The Current Landow_
ProjectNarWDevaVdoon: 1 ??sv 106 14ROX.Vi ll.ria
Date: a?- M-01
The Depattatattt of Ow Army
US. ArMy Copt of Enghwers, W fiminpin District ? ?
wad NC ? u???- PV-3M
w...
Attla VMS& 2014
Fwd am= ftUE
Re wadards 1Rolated Cam-aft and Pv=ftfiv
To wham u msy cmtoem
L bate eurmt gMgft owner, hereby dw4p%ta and sud=lze Soil & Environmental Consultants, Inc. to
actin my behalf AS my agW itt ttt4 pracacsing of permit Appli ad=, to famish upon request .
ftwkwenW h*fM1tRM in support of appliculm>s, etc. from this day forward The _ day of
This nodffaltlon supemdes any previous correspondence concerning.the agent for WS project.
Ni=Ca TbU ptfoftaaaa,forliabflity and pcofes-sionaI courtesy reasons, is valid only for
gavorm unt officUls to amin the properly when mcompaided by SUC staff. You should call S&EC
to want a sale tasatutsg prior to V161 rig the site.
. 41.E
Print PropetlyOwner's N e Propedy Owner's Signs+ture
cc: Mr. John Domay cr. Mr. Kevin Martin
NCOR14 & NR - DWQ Water Quality Planning Sail & Environmental Consultants, lnr.
4101 Wy Cmk Road
Raleigh, NC 276M aanxfm,
Wetland patioo dw4r tmittleWsG8ula. SoiVShe Gvatuntlaea On-Siis Ssptic Symms Ei AfonmenM A=umeeas/Audits
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Date: 2/20/2001 Caption: SEC#5400
Scale: 1 inch equals 2000 feet
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WETLAND IMPACT TABLE
IMPACT DESCRIPTION TYPE FTC LINEAR FT. NW
(CH&WL) (CH only) PERM rr
1 WQ POND DAM GRADING CH 330 110 LF 341,
2 WQ POND FOREBAY CONST. CH 30 15 LF 31
3 WQ POND' GRADING JW 6,039 SF -- - 34
4 DRIVEWAY CROSSING JW 5,449 SF -- - 1i{
5 BOAT STORAGE CONSTR. JW 186 SF -- - 31
6 CHANNEL FLOODING OF POND CH lies 395 LF 34
TOTAL IMPACTS 1 1218 SF 520 LF
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CH = CHANNEL, JW = JURISDICATIONAL WETLANDS
GNTVL% PROJECT VICINITY MAP
RL$oRVAMAWOCA.M Highway 150 Retail Drnn
? OOG G A,RTENNESSEE 37402 Highway 150 DaChk
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423.266.4990 FAX [phone]W Mooresville, North Carolina Date:
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PROPOSED PROJECT DETENTION BASIN
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R.L HORVATH ASSOCIATES Highway 150 Retail By: TJ F DWg Na
73o CHERRY STREET, SUITE B Highway 150 Chk B. CCD D-H.3
CHATTANOO"TENNMEE374O2 Date: 12 April 2001
44.266.4"0 FAX 4n.2664700 Mooresville, North Carolina 3 of 8
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73o CHERRY STREET, SUITE B
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PROPOSED MAIN DRIVEWAY ENTRANCE TO RETAIL DEVELOPMENT
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Highway 150 Chk By. CCD D-x.6
Date: 12 April 2001
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ANTI-SEEP COLLAR 6.0'
NEW DISTANCE - 95.3'
ASSOCIATED CREEK DISTURBANCE - 110.0'
WETS DAM SECTION
R,L HORVATH ASSOCIATES Highway 150 Retail Dr ffn B,y: TJ F Dng No.
73oCHEMS=EET, SWEB Chk B : CCD D-H.4
CHATIANOOGA,TENNESSEE 37402 Highway 150 Date: 12 April 2001
423-266-4990 FAX 423 66-MOO Mooresville, North Carolina scale: 1 "=N/A 5 of 8

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SOIL WEIR (CONCRETE PORTION)
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73o CHERRY MEET, SUM B
CHAITANOOGA,TFNNESSEE 37402
423.2664990 FAX [phone]
FOREBAY
FOREBAY CROSS SECTION

Highway 150 Retail Drwn By: TJF
Highway 150 Chk B . CCD
Date: 12 April 2001
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DRIVEWAY CROSSING
Highway 150 Retail Drwn ay: TJF
Highway 150 Cbk B : CCD
Mooresville, North Carolina- Date:
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RL HORVATH ASSOCIATES, INC.
CIVIL ENGINEERS - PLANNERS - LANDSCAPE ARCHITECTS
18 April 2001
U.S. Army Corps of Engineers - Regulatory
Atha: Mr. Steve Chapin
151 Patton Avenue Room 143
Ashville, NC 28801
NCDENR - DWQ
Atha: Mr. John Dorney
4401 Reedy Creek Road
Raleigh, NC 27607
Re: The Shops of Winslow Bay
Mooresville, North Carolina
The Shops of Winslow Bay is a 450,000 SF Retail Development placed on 52.33 acres located
near the intersection of Highway 150 and Interstate 77 in Mooresville, NC. This letter is to discuss
the justification for the wetland impacts requested in the Preconstruction Notification being
submitted by S&EC for this project. We request that DWQ and USACE issue the requested 401
and 404 permits for the following reasons:
• The overall project limits consists of 71.36 acres with 12,000 sf of jurisdictional waters
located on site. We have redesigned the Site Plans three times in order to minimize and
avoid possible impacts incurred by this development. The original Site Plan included the
filling of all wetlands and 1,574 if of channels on our site. Upon confirmation of the
location of the wetlands and channels by S&EC, retaining walls, steel arch pipes and the
relocation of the proposed buildings and parking spaces were included in the revised
designs to minimize the impacts on the wetlands and channels.
• The driveway crossing from Highway 150 has been located to minimize the impact of the
grading work on the channel. To eliminate impacts on the existing channel associated with
the driveway crossing from Highway 150, a Low Profile Steel Arch Pipe is proposed for
this crossing. The remaining impacts include construction of the slopes necessary to place
the amount of fill necessary to install the arch pipe. According to the delineation
completed by S&EC, there are 4,185 if of stream channel on site. The proposed impacts
to these channels include 5201f of stream impacts, including 3951f attributed to "flooding"
because of the new water quality pond while the remaining 125 if are for the pond's dam
and forebay grading work. According to S&EC, the impacts are proposed for non-
significant stream channels. The impacts on the non-significant stream are minimized
while also providing water quality treatment for the site and upstream drainage area.
• This site is subject to the requirements of Section 14 of the Town of Mooresville Zoning
Ordinance; NC Legislature Chapter 160A, Article 8, Section 174, General Ordinance
Authority, and NC Legislature Chapter 143, Article 21, Watershed Protection Rules for
development in Protected and Critical Watershed Districts for Lake Norman and the
Catawba River. A water quality pond is designed for construction in the existing channel
and will treat 10.09 acres of upstream drainage areas along with 100% of the proposed
Site Development • Land Planning
Residential • Commercial • Industrial • Municipal
16 Consultant Place Suite 20127707 730 Cherry Street Suite B
P. O. Box 51806 Durham, NC 27717 Chattanooga, TN 37402
9191490-4990 FAX [phone] 4231266-4990 FAX [phone]

shopping center development. See attached Wetland Impact Maps for the location of the
proposed Water Quality Pond.
There are 2,597 if of channels located on this site that are subject to the buffer
requirements as established in Section 14 of the Town of Mooresville Zoning Ordinance
which restricts development within a 100 foot buffer along stream channels. The
construction of the water quality pond will be located in this buffer with permission from
the Town of Mooresville with vegetation remaining in all other areas of the channel.
The total site area is 71.36 acres with 19.21 acres being dedicated to the Winslow Bay
Homeowner's Associates for use as Public Open Space, Recreation Areas, Landscape
Areas and a Homeowner's boat storage facility.
Due to the items listed above, our request for the issuance of the appropriate Nationwide
Permits is reasonable and justified. Please contact our wetlands consultant, Wendell Overby with
S&EC, if you have any questions or need any additional information.
Sincerely,
J-f YJeff Roa , P.E.
Project Engineer
enclosure

Wetland Delineation Performed By: Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road PMB 291 3020-1 Prosperity Ch Rd
Raleigh, North Carolina 27614 Charlotte, North Carolina 28269
[phone] [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
F rojectISite: Mooresville Date: 2/16/01
County: Idell
plicant/Owner. J. C. Faw State: NC
estigator. W Overby
Do Normal Circumstances exist on the site? x Yes _No Community ID: wetland
Is the site significantly disturbed (Atypical Situation)? Yes x No Transect ID:
Is the area a potential Problem Area? _A _Yes No Plot ID: flags 1-28
If needed, explain on reverse.
VEGETATION
S
i Stratum Indicator Dominant Plant Species Stratum Indicator
es
Dominant Plant
pec
1. Fraxinus pennsylvanica Tree FACW 9.
2. Liquidambar styraciflua Tree FAC+ 10.
3. Campsis radicans Vine FAC 11.
4. Boehmeda cylindrica Herb FACW+ 12.
5. Ulmus americana Tree FACW 13.
6. Smilax rotundifolia Vine FAC 14.
7. Uriodendron tulipifera Tree FAC 15.
8. Parthhenoc issus ui uefolia Vine FAC 16.
Percent of Dominant Species that are OBL, FACW,or FAC

(excluding FAC- : 100

Remarks:
I1TL)KVLV%X T
-Recorded Data:
-Stream, Lake or Tide Gauge
Aerial Photographs
-Other
x No Recorded Data Available
Wetland Hydrology Indicators:
Primary Indicators:
x Inundated
x Saturated in Upper 12 Inches
Water Marks
-Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
0-2 (in.) Water-Stained Leaves
-Local Soil Survey Data
0-10 (in.) x FAC-Neutral Test
-Other (Explain in Remarks)
0-6 (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road PMB 291 3020-1 Prosperity Ch Rd
Raleigh, North Carolina 27614 Charlotte, North Carolina 28269
[phone] [phone]
Project/Site: MOORESVILLE Plot ID: WETLAND

Map Unit Name Drainage Class: POORLY
(Series and Phase): WEHADKEE Field Observations
Taxonomy (Subgroup): Fluvaguentic Endoague pts Confirm Mapped Type? x Yes - No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Stricture, etc.
0.6 A 7.5YR 512 SiL
6-17 ?B _ 10YR 412 SiCL
Hydric Sal Indicators:
Histosol -Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
_
Sulfidic Oda Organic Streaking in Sandy Soils
x Aquic Moisture Regime x Listed on Local Hydric Soils List
x Reducing Conditions x Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? _K _Yes _No Is this sampling point within a wetland?
Wetland Hydrology Present? x Yes _No x Yes No
Hydric Soils Present? x Yes _No
Remarks:
so it
Sc??
G? ??N° off, -"J?
Possible disturbance along creek near Hwy 150 a •
21
F?WRTN
r
r
Wetland Delineation Performed By: Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road PMB 291 3020-1 Prosperity Ch Rd
Raleigh, North Carolina 27614 Charlotte, North Carolina 28269
[phone] [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Mooresville Date: 2/16101
Applicant/Owner. J. C. Faw County: Iredell
Investigator. W. Overby State: NC
Do Normal Circumstances exist on the site? x Yes No Community ID: u and
Is the site significantly disturbed (Atypical Situation)? Yes x No Transect ID:
Is the area a potential Problem Area? _Yes x No Plot ID:
If needed, explain on reverse.
VMPTeTrnu
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus virginiana Tree NI
' 9. Carpinus caroliniana Tree FAC
2. Liquidambar styraciflua Tree FAC+ 10.
3. Lonicera japonica Vine FAG 11.
4. Comus Wda Shrub FACU 12.
5. Ulmus atata Tree FACU+ 13.
6. Acer nrbrum Tree FAC 14.
7. Lldodendron tulipifera Tree FAC 15.
8. Quwcus alba Tree FACU 16.
Percent of Dominant Species that are OBL, FACW,or FAC
(excluding FAC- : 37
Remarks:
Much of site is open land (fescue).
HMRALW1Y
-Recorded Data: Wetland Hydrology Indicators:
-Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs -Inundated
Other -Saturated in Upper 12 Inches
- Water Marks
x No Recorded Data Available -Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
-Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: WA (in.) Water-Stained Leaves
-Local Sal Survey Data
Depth to Free Water in Pit: WA (in.) _FAC-Neutral Test
-Other (Explain in Remarks)
Depth to Saturated Soil: WA (in.)
Remarks:
" . 41
Wetland Delineation Performed By: Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road PMB 291 3020-1 Prosperity Ch Rd
Raleigh, North Carolina 27614 Charlotte, North Carolina 28269
[phone] [phone]
Project/Site: MOORESVILLE

Map Unit Name Drainage Class: WELL
(Series and Phase): CECIL Field Observations
Taxonomy (Subgroup): Tyaic Kanhaoludults Confirm Mapped Type? x Yes _ No
Profile Descriotion:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 7.5YR 5/4 SL
6-24 Bt 2.5YR 4/8 C
Hydric Soil Indicators:
Histosol Concretions
_
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
_
Sulfidic Odor -Organic Streaking in Sandy Soils
_
Aquic Moisture Regime -Listed on Local Hydric Soils List
_
Reducing Conditions -Listed on National Hydric Soils List
-
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Plot ID: UPLAND
WETLANDS DETERMINATION
Hydrophytic Vegetation Present?
x Yes _No
Is this sampling point within a wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks:
Yes x No
-Yes x No
Yes x No
.SCI?y?
?°? RT1A
RL HORVATH ASSOCIATES, INC.
CIVIL ENGINEERS - PLANNERS - LANDSCAPE ARCHITECTS
Mr. John Dorney
NCDENR - Division of Water Quality 17 July 2001
1650 Mail Service Center
Raleigh, NC 27699-1650
919.733.6893 (fax)
Re: DWQ Project #010626
The Shops of Winslow Bay - Mooresville, NC
Dear John:

On 16 July 2001, a meeting was held between Pete Colwell with the Mooresville office
of DWQ, Wendell Overby with S&EC and myself concerning your comments dated 30
May 2001 on the proposed impacts for the aforementioned project.
Our only concern was with comment #1 relative to the westward shift of the NC 150
entrance drive to miss a small wetland. We have been in discussion with NCDOT
regarding the driveway location and access points off NC 150 for the land on either side
of our entrance. NCDOT is restricting access to NC 150 for our neighbor to the east and
west and requiring a connection off the driveway a minimum 250 feet off NC 150.
(Please see the attached drawing showing the drive connections) The location of this
drive, even with the entrance shift will apparently impact the wetlands. We are proposing
a water quality (wetlands) pond in a location that will service not only our site but also
13+acres of upstream land east and south of our site including the area served by the
impacted wetlands. It is our belief that the benefits received by the constructed wetlands
will greatly offset negative impacts of the existing wetland.
The remaining three comments: (2) the installation of a grade control structure; (3)
incorporation of constructed wetlands with the water quality pond; and (4) comply with
the associated buffer requirements will be incorporated into our Construction Documents.
We expect to complete the CD's within the next 30 days and will submit all supporting
calculations and drawings to your office for final review.
We appreciate your continued reviews and should you have any questions or comments,
please advise Jeff Roach or myself in our Durham Office.
cc: Pete Colwell, Mooresville Office
Site Development • Land Planning
Residential • Commercial • Industrial • Municipal
16 Consultant Place Suite 20127707 730 Cherry Street Suite B
P. O. Box 51806 Durham, NC 27717 Chattanooga, TN 37402
9191490-4990 FAX [phone] 4231266-4990 FAX [phone]
RL Horvath Associates

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CMD PROPOSED MAIN. DRIVEWAY ENTRANCE TO RETAIL DEVELOPMENT
L HORVATH ASSOCIATES
R Highway 150 Retail Drwn By. rI h Dwg No
.
73o CHERRY STREET, SUITE $
Hi
150 Chk B : C C D 1
CHATTANOOGA,TENNESSEE 37402 ghway Date: 18 July 01
423.266.499o FAR 423.266.57oo Mooresville, North Carolina Scale: 1 "=100' 1 of 1
h. nv, r -IA I Lb, INN.
NCDENR-DWQ
1020

4/17/2001

475.00 J
Checking 00014 - Review Fee 475.00