20061258 Ver 1_COMPLETE FILE_20060807

Hart & Hickman 2923 S. Tryon Street, Suite 100 Charlotte, NC 28203-5449 018271
: ofs:.i?rril Corpor:aisn
Invoice Number Date Voucher Amount Discounts Previous Pay Net Amount

JEM.023 401 App. I 8/3/06 0017437 475.00 I 475.00
NC Division of Water Quality Totals ' 475.00 j 475.00
WACHOVIA 1

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PROGRAM
RECEIPT
October 13, 2006
Melvin Kline
Jemsite Development, LLC
PO Box 1000
Jefferson, NC 28640
Project:
ILF No:
County:
DWQ #:
USACE Action ID:
Amount Paid:
Check Number:
Lowe's of South Winston-Salem
ILF-2006-4249
Forsyth
06-1258
2006-40391-234
$ 69,600.00
10775
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o14 - iagg
2 ? 2006
QC?
The North Carolina Ecosystem Enhancement Program (NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 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
CU (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Yadkin

03040101 0 0 0 0 0 300 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 letters
from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or
need additional information, please contact Kelly Williams at [phone].
cc: Cyndi Karoly, Wetlands/401 Unit
John Thomas, USACE-Raleigh
Daryl Lamb, DWQ-Winston-Salem
File
Sincerely,
Willi m ? Gilmore, PE
Director
Rut_0ru'tg... E ... Protect Our ltu te,
PA
WCUdENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 1919-715-0476 / www.nceep.net
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PROGRAM
INVOICE
Jemsite Development, LLC
PO Box 1000
Jefferson, NC 28640
Project: Lowe's of S. Winston-Salem
October 3, 2006
DWQ#: N/A
USACE#: 2006-40391-234
County: Forsyth
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 Kelly Williams at 919-716-1921.
Stream 300 linear feet
Total amount of payment x $ 232.00 $69,600.00
$69,600.00
Please mail a check made payable to
"North Carolina Ecosystem Enhancement Program"
for the total amount 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 PAYMENT RECEIPT FROM THE NC ECOSYSTEM
ENHANCEMENT PROGRAM PRIOR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE
DEPARTMENT OF ARMY PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION.
cc: Cindy Karoly, DWQ-Wetlands/401
John Thomas, USACE-Raleigh
Daryl Lamb, DWQ-Winston-Salem
File
R?stoY' ?
••• ... Protectir?t? Orr, Stag
RURNR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 13, 2006
DWQ Project # 06-1258
Forsyth County
Mr. Melvin Cline
Gemsite Development, LLC
P.O. Box 1000
Jefferson, NC 28640
Subject Property: Lowe's of South Winston-Salem
Sides Branch [030704, 12-94-13-6, C]
APPROVAL OF STORMWATER MANAGEMENT PLAN
Dear Mr. Cline:
On August 15, 2006, the Division of Water Quality (DWQ) received the stormwater management plan
prepared by your engineer, Patrick Rivers, of Land Planning Associates, Inc. This Plan has been
reviewed and satisfies the storm water management conditions of the 401 Water Quality Certification
issued on September 12, 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 Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786.
S' rely
?.
Cyndi B. Karoly
DWQ, 401 Oversight/Express Permitting Unit
CBKlijm
cc: Daryl Lamb, DWQ Winston-Salem Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Patrick Rivers, Land Planning Associates, Inc. 110 West lsr Avenue, Suite A, Easley, SC 29640
Filename: 061258LowesOfSouthWinstonSalem(Forsyth)Stonnwater Approval
401 Oversight/Express Review Permitting Unit Q?llCll??lJ?
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/newetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
?QF w A rF,gQ Michael F. Easley, Governor
`O G William G. Ross Jr., Secretary
??-- North Carolina Department of Environment and Natural Resources
>
Alan W. Klimek, P.E. Director
Division of Water Quality
September 12, 2006
DWQ# 06-1258
Forsyth County
s--, r
CERTIFIED MAIL: 7004 2510 0002 2177 4767.
RETURN RECEIPT REQUESTED D` '
Mr. Melvin Cline
JemsiteDevelopment, LLC at?ft WhTi?fcCl'".LIN
P. O. Box 1000
Jefferson, NC 28640
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Cline:
Jemsite Development, LLC has our approval, in accordance with the attached conditions, to place permanent
fill in 300 linear feet of perennial stream in order to construct a road crossing for a Lowe's Home
Improvement Warehouse and associated commercial businesses to be developed on property located on the
west side of Peters Creek Parkway (NC Highway 150) near Sides Road in Winston-Salem, Forsyth County, as
described in your application received by the Division of Water Quality (DWQ) on August 7, 2006. After
reviewing your application, we have determined that this fill is covered by General Water Quality
Certification Number 3402, which can be viewed on our web site at
ht!p://www.ncwateEquality.orglwetlands.html. This Certification allows you to use Nationwide Permit
Number 39 when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other
applicable federal, state or local permits before you proceed with your project, including (but not limited to)
those required by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations.
Also, this approval will expire when the accompanying 404 permits expire unless otherwise specified in the
General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fill for this
project (now or in the future) exceeds one acre, or total fill to perennial streams equals or exceeds 150 linear
feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval
to be valid, you must follow the conditions listed in the attached certification, as well as the additional
conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
14ci Caro a
Ntarul1mly
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet hftp:l/www.ncwaterouality.org
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
_felvin Cline
Page 2, DWQ-;_`06-1258
September 12, 2006
f I amount Approved Plan Location or Reference
Streams 300 linear feet Sides Branch located approximately 600 feet west of Peters Creek
Parkway in Winston-Salem, Forsyth County, as depicted on the site
plan included with the application

2. '%Sitigation is required for permanent impacts to 300 linear feet of perennial stream. We understand that
you have chosen to contribute to the North Carolina Ecosystem Enhancement Program (NC EEP) in
order to compensate for these impacts. 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). Until the NC EEP receives and clears your check (made payable to: DENR - North Carolina
Ecosystem Enhancement Program), stream, wetland, and buffer impacts (including fill) shall not occur
at this-site. Mfr. David Robinson should be contacted at [phone] if you have any questions
concerning the Ecosystem Enhancement Program. You have thirty (30) days from the date of this
Certification to make this payment. For accounting purposes, this Certification authorizes the
permanent fill of 300 linear feet of perennial stream in the Yadkin River Basin, Cataloging Unit Number
03040101.
3. A final, written stormwater management plan must be approved in writing by this Office before the
impacts specified in this authorization occur, per condition No. 4 in General Certification 3402. The
stormwater management plan must include plans and specifications for stormwater management
facilities that are appropriate for surface waters classified as Class C and designed to remove, at a
minimum, 85% Total Suspended Solids according to the most recent version of the NC DENR
Stormwater Best Nanagement Practices Manual. These facilities must be designed to treat the runoff
from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also,
before any new 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
Ogee) shall be implemented. The structural stormwater practices as approved by this Office, as well as
drainage patterns, must be maintained in perpetuity. No changes to the structural stormwater practices
shall be made without written authorization from the Division of Water Quality. This stormwater
management plan must be submitted to the Central Office of the Wetlands/401 Certification Unit
in Raleigh within 60 days of receiving this letter.
4. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
\rorth Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class C waters as described in 15A NCAC 02B.0211 Fresh Surface Water Quality
Standards For Class C Waters. Such measures must equal or exceed the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. These measures must
be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor
owned and leased borrow pits, which are associated with this project.
Mr. Melvin Cline
Page 3, DWQ# 06-1258
September 12, 2006
5. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
project is completed or, if applicable, within six months of the date that the project is released by the
North Carolina Division of Land Resources.
6. No waste, spoils, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed. so that no violations of state water quality standards,
statutes, or rules occur.
7. Where riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream of any crossing.
8. All construction activities associated with this project shall minimize built-upon surface area, direct
stormwater runoff away from surface waters, and incorporate best management practices to minimize
water quality impacts. If concrete is used with any fill material, it shall not be allowed to come in
contact with surface waters until it has cured. If any stormwater must be collected for discharge into a
stream channel, it shall not enter the stream as a point source, but shall be slowed and discharged as
sheet flow prior to entering the riparian buffer on either side of the stream.
9. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been completed.
This certificate should be returned to the Wetlands/401 Certification Unit of the NC Division of Water
Quality at the address listed on the form. Along with the Certificate of Completion, please send
photographs upstream and downstream of the culvert site to document correct installation.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4959 or Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
Sincerely,
Alan W. Klimek, P.E.
Mr_ MelN in Cline
Page 4, DWQ= 06-1258
September 12, 2006
AI?Wcdl
Attachments
cc: Mr. John Thomas, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Winston-Salem Regional Office.
Central Files
Wetlands/401 File Copy
Mr. Matt Bramblett, Hart & Hickman, PC, 2923 South Tryon Street, Suite 1.00, Charlotte, NC 28203
r6t"I10-
ul.Vill `?
PROGRAM
Mr. Matt Bramlett
Hart & Hickman, PC
2923 S. Tryon St., Suite 100
Charlotte, NC 28217
August 3, 2006
Project: Lowes of South Winston-Salem County: Forsyth
Extension of original acceptance dated 2121106
ZOO(, z5
Yf '_0 0q
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/CAMA 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 0 0 0 0 300 0 0
03040101
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 mitigation-to-impact 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, and/or
CAMA Permit. 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,
cc: Cyndi Karoly, Wetlands/401 Unit
John Thomas, USACE-Raleigh
Daryl Lamb, DWQ-Winston-Salem
File
illiam II. Gilmore, PE
Director
? ZOO6
E ... Pro" 0" .fta& ,R 0"JA;TM 171AERR
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North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-'%919-715-0476 / www.nceep.net
Triage Check List
Date: 8/16/06 Project Name: Lowes Warehouse - Winston-Salem
DWQ#: 06-1258
County: Forsyth
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 8/15/06 -10/13/06
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!
Triage Check List
Date: 8/16/06 Project Name: Lowes Warehouse - Winston-Salem
DWQ#: 06-1258
County: Forsyth
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 8/15/06 - 10/13/06
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!
Triage Check List
Date: 8/09/06 Project Name: Lowes Warehouse W-S
DWQ#: 06-1258
County: Forsyth
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 8/07/06 - 10/05/06

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! '
Via Federal Express
August 3, 2006
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Iti
tigart & Hickman
A PRDF BSIDN CORPORATON
2923 South Tryon Street
Suite 100 Charlotte, NC
28203-5449
704-586-0007 phone
704-586-0373 fax
www.harthickman.com
20061200
Attention: Mr. John Thomas
Re: Pre-Construction Notification
Proposed Lowe's Site
Winston-Salem, NC
H&H Job No. JEM-023
xl ?J 1.1
Dear Mr. Thomas:
Please find the attached Pre-Construction Notification (PCN) and request for coverage under
Nationwide Permit 39 for a driveway crossing over a stream at a proposed Lowe's Home
Improvement Warehouse in Winston-Salem, North Carolina. Should you have any questions or
need any additional information, please feel free to contact me.
Very truly yours,
Hart & Hickman, PC
4
Matt Bramblett, PE
Principal and Project Manager

Attachments
Cc: NC DENR DWQ, (7 Copies and $475 Check by Fedex)
Mr. Melvin Cline, Jemsite Development
Mr. Patrick Rivers, Land Planning Associates
S:\AA -Master ProjectsVemsite DevelopmenNEM-023 W-S\Wetland Permitting\Cover Letter.doc

1 )I%'gart&Hickman
Hart & Hickman, PC
2923 S. Tryon Street
Suite 100
' Charlotte, NC 28203
704
586-0007 phone
' 586-0373 fax

Pre-Construction Notification
Proposed Lowe's Store
Winston-Salem, North Carolina
2 0 0 6 1 2 5 H&H Job No. JEM-023
=, E? ?_' August 3, 2006
r M?

Office Use Only: Form Version March 05
2 6 6 6 1 2 5 8
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing ; -
'
1. Check all of the approval(s) requested for this project: r+,f
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
i
id
i
l
i
2. Nat
onw
e, Reg
ona
or General Perm
t Number(s) Requested: Nationwide 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
' '
5. If your project is located in any of North Carolina
s twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
' Environmental Concern (see the top of page 2 for further details), check here: ?
,
II. Applicant Information
??
' AUG ? ?' CU4.?a
1. Owner/Applicant Information
Name: Jemsite Development, LLC z -`,'P 1 -
Mailing Address: P.O. Box 1000, Jefferson, NC 28640

Telephone Number: 336.846.7191 ext 245 Fax Number: [phone]
E-mail Address: [e-mail]
2. Agent/Consultant Information A signed and dated co of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.) - See
Appendix A
Name: Matt Bramblett
Company Affiliation:_ Hart & Hickman, PC
' Mailing Address: 2923 S. Tryon, Suite 100, Charlotte, NC 28203

' Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mbramblett(@harthickman.com

Page 1

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
' landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
' however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
' the project has been placed on hold until decipherable maps are provided. See Figures 1 and 2.
1. Name of project: Proposed Lowe's Home Improvement Warehouse of Winston-Salem
'
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
' 3. Property Identification Number (Tax PIN): The approximate 38.02-acre project includes the
following tax parcels: #6823-73-1121, #6823-72-1222 #68-62-4250 #6823-72-1604 and
#6823-72-0894. A proposed culverted stream crossing for the commercial development is on
' parcel identifications #68-62-4250 and #6823-72-1604 A proposed bottomless culvert for
the commercial development is also on parcel identification #6823-72-1604.
' 4. Location
County: Forsyth Nearest Town: Winston-Salem
Subdivision name (include phase/lot number): NA
' Directions to site (include road numbers/names, landmarks, etc.):
Travel south out of Winston-Salem on NC Highway 150 (aka Peters Creek Parkway). After
passing the West Clemmonsville Road interchange look for the gravel covered Sides Road
on the right. Turn right onto Sides Road. The proposed culverted stream crossing is over
Sides Branch which is approximately 500 ft west southwest of the trailer, which has an
address of 3338 Sides Road. Please reference the attached figures for additional detail

5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
' Decimal Degrees (6 digits minimum): 36°01'49" ON 80°15'47" °W
(lat/lon given is the location of the center of the proposed culverted road crossing)
' 6. Property size (acres): Approximately 38.02 Acres
7. Name of nearest receiving body of water: Sides Branch (Figure 1). A survey of the property
showing Sides Branch and top of banks is provided in Appendix B
' Page 2

7

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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://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The current land use is residential and undeveloped land.
Sides Branch is crossed one time on the property by a dirt road via an existing culvert. The
property is surrounded by undeveloped land, churches, and a small saw mill. This property is
in a rapidly developing commercial area of south Winston-Salem. A Wal-Mart is planned
just south of the subject property and the City of Winston-Salem is going to develop a road
known as West Clemmonsville Road Extension to serve the new commercial development in
the area.
10. Describe the overall project in detail, including the type of equipment to be used:
The site will be completely graded with the exception of voluntarily leaving a buffer on each
side of Sides Branch outside of the proposed culverted crossing and bottomless culvert
crossing Heavy equipment will be used for the site work.
11. Explain the purpose of the proposed work: The purpose of the project is to develop a
Lowe's Home Improvement Warehouse and other commercial businesses on the property.
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.
A_ jurisdictional determination dated December 13, 2005 was made on this property by Mr. John
Thomas of the USACE (Appendix B). The City of Winston-Salem has submitted an Individual
Permit application to the USACE for impacts associated with the separate project known as the
West Clemmonsville Road Extension. The City of Winston-Salem plans to tie the pipe under the
West Clemmonsville Road Extension to the southern end of the subject property culverted road
crossing. The developer and Hart and Hickman PC are not aware of any prior wetlands
permitting or other jurisdictional determinations on the subject property.
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.
The 401/404 permits requested herein are the only foreseeable wetland permits needed for the
development of the subject property.
Page 3
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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:
Because of the size of the proposed Lowe's store and other proposed commercial development
two driveways are needed for access. The proposed site layout is provided as Figure 3 This
requires two driveways to cross Sides Branch. Due to the development of the Wal-Mart store to
the south and to make a workable intersection at the proposed West Clemmonsville Road
Extension for the Wal-Mart and Lowe's store access roads, the stream will be culverted in the
southern portion of the subject property. The new culverted length will cover approximate
300 ft along the stream centerline (Figure 4). In addition the existing culverted section for the
dirt road will be replaced as part of the proposed culvert work The existing culvert for the dirt
road crossing is 52 ft long. The proposed straight-line culvert length will total approximately
307 ft, including replacement of the existing culvert. During construction the stream will be
pumped around the construction zone (Figure 5). The culvert will be installed 1 ft into the
existing streambed to allow for aquatic life passage (Figure 6) To minimize the stream impacts
on the subject property, the driveway stream crossing in the northern portion of the subject
property will be accomplished using a bottomless culvert and will not be an impact As shown
on the drawings in Appendix E the bottomless culvert spans top of bank to top of bank
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)
None

Total Wetland Impact (acres)
Page 4
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3. List the total acreage (estimated) of all existing wetlands on the property: 0.15 Acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiuly length X width. then divide by 43.560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet) Area of
Impact
(acres)
1 Sides Branch Road Crossing Perennial 7.5 300 0.0517

Total Stream Impact (by length and acreage) 300 0.0517
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dredging. floodinLy. drainage. bulkheads. etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
None

Total Open Water Impact (acres)

6. List the cumulative impact to all Waters of the U_S. resulting from the nrniect-
Stream Impact (acres): 0.0517
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.0517
Total Stream Impact (linear feet): 300
7. Isolated Waters
' Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
' applies to waters that have specifically been determined to be isolated by the USACE.

Page 5
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8. 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.): Wet ponds with earthen dams/embankments
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Stormwater management
Current land use in the vicinity of the pond: Pasture near Pond A: wooded near Pond B
' Size of watershed draining to pond: 16.9 acres for Pond A and 12.51 for Pond B.
Expected pond surface area: Peak 26,400 ft2 for Pond A and 28,300 ft2 for Pond B
' 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. See Appendix C
' VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
' Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
' USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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
' Page 6

E

I
I
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/newetlands/stn-ngide.html.
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.
Because of the excellent avoidance and minimization (including the use of extensive and
expensive retaining walls), the only impact is for a driveway crossing over Sides Branch.
The impact will be 300 ft. H&H is proposing mitigation by payment of an in-lieu fee to the
NCEEP for the stream impact at a 1:1 ratio. A copy of the NC EEP approval letter dated
August 3 2006 is attached in Appendix D.
1
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
' [phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
' website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
' Amount of stream mitigation requested (linear feet): 300
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
' Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
' 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
' 2. 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 ?
Page 7

3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
' attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
' justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
' Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
' 1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify ? Yes ? No N
2. If "yes", 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
None

Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
' additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
' Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
G
L'
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
The proposed impervious area will be approximately 75%. Two wet detention basins will be
constructed with riprap energy dissipation at the outfalls. The outfalls discharge into a vegetated
area prior to entering Sides Branch. The site stormwater release from storm events (including
Page 8

' the 100-year storm event) will be less than pre-development rates by using the wet detention
ponds. A detailed stormwater management plan will be submitted to the 401 Certification Group
' under separate cover.
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.
' Wastewater will be piped to an off-site City of Winston-Salem wastewater treatment plant.
XIII. Violations (required by DWQ)
' Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
' XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
' development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The proposed lots and Lowe's store to be developed on the subject property are shown on Figure
3. Outside of those lots and the Lowe's store, no additional development is planned for the
t subject property.
' XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
' construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
There are no other special circumstances related to this project.

7

J

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided - See Appendix
A)
Page 9

APPROXIMATE
N 0 2000 4000
SCALE IN FEET
U.S.G.S. QUADRANGLE MAP
WINSTON-SALEM WEST, NC 1950
REVISED/INSPECTED 1994
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
TITLE
SITE LOCATION MAP
PROJECT PROPOSED LOWE'S SITE
WINSTON-SALEM, NORTH CAROLINA
South Tryon Street-Suite 100
lotte, North Cuolitm 2 26203
? LftilfickmanChar
3A NAL CORPORA-noN 704586-0007 (p) 704-586-0373 (E)
DATE: 11-2-05 REVISION NO: 0
JOB NO: JEM-023 FIGURE NO: 1
M
N
O
W
ti Hart & Hickman 2923 South Tryon Street-Suite 100 PROPOSED LOWE'S SITE
Charlotte, North Carolina 28203 WINSTON-SALEM, NORTH CAROLINA
A PROFESSIONAL CORPORATION 704-586-0007 (p) 704-586-0373
N Figure 2
Soil Survey Map

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3.OTT LESS ?? GIB I RETAINED BY DEVELOPER 2.00 acres ?'llt
CU?VERT II;,
x, 1 FFE 808±I?il
(see attached out arcel 1 ; jf
4 li SIDES ?? r sheet RZ-1) ji
II BRANCH -
,? ?••: ?° PARCEL "DI
' I 1y RETAINED BY DEVELOPER
WETLAND,
2.15 acres
FFE 808+ I
(see attached outparcel 15
rl m`i1 i'!l i' III sheet RZ-1)
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PARCEL "E"
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DEVELOPER
1.57 acres F.F.E. 810±
(see attached outparcel
sheet RZ-1) 1r S
--WATER UNE EASEMENT ?II
I oHi.
F A?1CEL D ._ ?
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ETAINED BY DEVEIAER?
2131 acres
?FF 8:12+
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(see attache outparc-el
Sf eat FtZ-1)
41 ST?CL MMONSVILLE ROAD EX ' - ---?--
(PROPOSED BY WAL-MART)
r,-- t
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777---- EXISTING TOPO LINE
I PRELIMINARY SITE PLAN
i
LEGEND
e0° PROPOSED TOPO LINE
NOTE: BASED ON PLANS PREPARED BY
LAND PLANNING ASSOCIATES
i
N
0 120 360
(APPROXIMATE SCALE IN FEET )
j 1 inch = 120 ft.
I?
PROPOSED LOWES SITE
WINSTON SALEM, NORTH CAROLINA
& HickMd l 2923 South Tryon n Street-Suite 23
ChulDttE, North C2roliamliro 28203
704-586-0007(p)
DATE: 8-1-06 EEeeIOwA? COnraaATIREVISIDN NO. 704-586-0373(o
JOB NO: JEM-023 FIGURE NO. 3
® ® m = ® m m
L0
Q M \\ J /
o U)
PROPOSED LOWE7S
PARKING AREA I 15 F NS
NE
20
r 45° BEND
'- 12X12X8 TEE
?I 45° BEND \z O-
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m\'qwn n9
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k
STABILIZE
BANKS WITH
a
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a

OF BANK
d I
x
x
z.. _ I
- - -------------------------------------------
x x x x
I SIDES /
CREEK
1 0 C: _-
E`I i 1 IG- \ 1 I
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WALL
11 - I .-
L n c) r)
j FT WIDE
EXISTING
?3825/ CROSSING
307 FT
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?l IQww
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° °
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?l q• a w
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v -- SEE
FIG- 6
i
ETAININ i I
/ FABRIC AND / '/(12 FT CONSTUCTI1
RIP-RAP ZONE S.512 FIG
--"`? - TOP OF BANK
DRIVEWAY
:WE12 LINE EASEPr7ENT_
STEAM IMPACT SUMMARY NORTH TO SOUTH
STREAM LENGTH ALONG CENTERLINE
15 FT CONSTRUCTION ZONE
15 FT STREAM CULVERT
52 FT EXISTING CROSSING - TO BE REPLACED
(NOT AN IMPACT)
258 FT STREAM CULVERT
12 FT CONSTRUCTION ZONE
TOTAL IMPACT = 300 FT
(:mil WATER LINE EASEMENT
Cj V4
va?-
1?01.02'
TIE TOX PROPOSED WAL-LIART
WAL-MART WATERLINE
WATERLINE

LEGEND
h PROPOSED CULVERT
PROPOSED RETAINING WALL
PROPOSED SEWER
NOTES:
1. THE PROPOSED SEWER CROSSINGS ARE SHOWN AND
DO NOT CAUSE A STREAM IMPACT. THERE ARE NO
EXISITING SEWER CROSSINGS ON THE SITE.
2. THE CITY OF WINSTON-SALEM HAS APPLIED FOR
INDIVIDUAL PERMIT TO CROSS SIDES BRANCH FOR WEST
CLEMMONSVILLE ROAD AND TO CONNECT THEIR CULVERT
TO THE CULVERT PROPOSED IN THIS NATIONWIDE
PERMIT.
3. BASED ON THE PLANS PREPARED BY LAND
PLANNING ASSOCIATES.
IV
50 100 200
(APPROXIMATE SCALE IN FEET)
1 inch = 50 ft.
7RLL
PROPOSED CULVERT FOR STREAM
CROSSING
PROPOSED LOWE'S SITE
WINSTON SALEM, NORTH CAROLINA
"' 2923 South , Tryon aroli 282 3
Charlotteotte, North Carolina 28203
A PROfEB61ONAL CORPORATION 704586-0007(p) 704586-03730
DATE: 8-1-06 REVISION NO. 0
JOB N0: JEM-023 FIGURE NO. 4
pPOSED WEST CLEMMONSVILLE ROAD EXTENSION
FLOW
I
PUMP INTAKE HOSE
WITH FILTER
SOCK
PLACE
RIPRAP
AT
TRANSITION

FLOW
BARRIER
(RIPRAP, SANDBAGS,
OG PLYWOOD, JERSEY
?
BARRIERS OR SHEET
O
PILING)
ORIGINAL
STREAM
BED.
N
O
PLACE RIPRAP
AT TRANSITION PERSPECTIVE VIEW
NOT TO SCALE
1 W

11R[
TEMPORARY STREAM BYPASS SCHEMATIC
PROPOSED LOWE'S SITE
WINSTON SALEM, NORTH CAROLINA
NOTE:
r? 2923 South Tryon Street-Suite 100
RIPRAP TO BE REMOVED FOLLOWING CONSTRUCTION '?+{ p IIj
ly
f an Charlotte, North Carolina 28203
A PROFCB91pNAL co-c om 704-586-0007(p) 704586-0373(0
DATE: 8-1-06 REVISION NO. 0
IJOB NO: JEM-023 FIGURE NO. 5

?I

u

0
0

A A'
(WEST) (EAST)
805 805
VEGETATED COVER V
800 800
795 795
79 790
!785 785
COMPACTED BACKFILL
9 FT DIAMETER
GALVANIZED ALUMINUM PIPE
780
j - ?`
- 780
775 775
CULVERTS BURIED 1 ft APPROXIMATE EXISTING
"
INTO STREAM BED - - - -?- - - - STREAM BED ELEVATION
770 770

APPROXIMATE m?
STREAM CULVERT CROSS-SECTION A-A'
0 5 10
HORIZONTAL SCALE IN FEET v CT PROPOSED LOWE'S SITE
WINSTON SALEM, NORTH CAROLINA
APPROXIMATE
0 5
d 10 ? Try
Suite
2923
Tryon
100
. IilbU6 c1 North
Carolina
28203
1man Charlotte,
VERTICAL SCALE IN FEET 704-586-0007(p) 73(
586-03730
3
e®'ONAI COR?RAT'
DATE: 8-1-06 REVISIONNO0
1 JOB N0: JEM-023 FIGURE NO. 6

Appendix A
Agent Authorization

AGENT CERTIFICATION OF AUTHORIZATION
I, Mek\ 1A ft e_ , representing Jemsite Development, LLC, applicant and potential
developer of the project site located on approximately 35.45 acres and situated west of
Highway 150 in Winston-Salem, North Carolina (Tax Parcels #6823-73-1121, #6823-72-
1222, #6823-62-4250, 46823-72-1604, #6823-72-0894) hereby certify that I have
authorized Hart & Hickman, PC to act on the applicant's behalf and take all actions
necessary to the processing, issuance, and acceptance of the wetlands jurisdictional
determination and permits for this project.
Applicant's signature
Dates
C:U)OCUME-IVvIBRAMB-IILOCAIS-11Teny,1AGENT CERT.doo
Agent's signature
December 2, 2005
Date
i
' Appendix C
Avoidance and Minimization

Appendix C
' Avoidance and Minimization
Proposed Lowe's of Winston-Salem
H&H Job No. JEM-023
' Avoidance
The proposed development is located at the northwest corner of the intersection of Hwy 150
(Peter's Creek Parkway) and West Clemmonsville Road Extension in southern Forsyth County,
NC. The 37.89 acre development is in a rapidly growing commercial corridor in south Winston-
Salem. This area is also designated as a "Metro Activity Center" by the City of Winston
Salem to control future commercial development. Jemsite Development, LLC has
considered and evaluated other properties in the "Metro Activity Center" area. One site
is immediately to the south across West Clemmonsville Road Extension. This site is
' currently under contract for construction of a future Wal-Mart Retail Store development and is
not available for the subject proposed commercial development.
Minimization
To minimize site impacts, the proposed site plan was modified to minimize stream impacts. Due
' to the steep topography near the stream and the requirement for the Lowe's access road to meet
up with the proposed Wal-Mart driveway, 300 ft of stream impacts are proposed in this permit
' application. Although 300 ft of stream impacts are proposed, over 1,300 ft of stream are located
on the property. The majority of the stream was avoided by the site development plan, and a
stream impact associated with a second driveway will be avoided by the use of a bottomless
culvert. Further, a 0.15 acre riparian wetland is not being disturbed by the development. In
' addition, retaining walls have been placed at select locations to minimize impact to the stream
corridor.
To protect the stream and wetland, wet stormwater detention ponds will be used. In addition,
during site development, good erosion control practices will be followed. Extensive silt fencing
will be used on the construction site perimeter.
Appendix D
NC EEP In-Lieu Fee Approval Letter
08-03-'06 08:42 FROM-DENR EEP 9197152001 T-085 P02 U-615
J Ll?ll l
PROGRAM
August 3, 2006
Mr. Matt Bramlett
Hart & Hickman, PC
2923 S. Tryon St.,. Suite 100
Charlotte, NC 28217
Project: Lowes of South Winston-Salem County: Forsyth
Extension of original acceptance dated 2121106
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/CAMA permits to NC EEP. Once NC REP 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.)
Ri arian Non-Riparian Coastal Marsh Cold Cocl Warm
Yadkin 0 0 0 0 0 300 0 0
03040101
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 mitigation-to-impact 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, and/or
CAMA Permit. 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 U. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
John Thomas, USACE-Raleigh
Daryl Lamb, DWQ-Winston-Salem
File
?? ... E ... pro" ©w ka to J*7Aa
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-16521919-715-0476 /www.nceep.net

Appendix E
Bottomless Culvert Crossing

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-1 a,58
ASSOCIATES, INC.
Letter of Transmittal
TO: DWQ -Raleigh
2321 Crabtree Blvd
Raleigh, NC 27604
Date: August 14, 2006
Project # : 6.010
Project: S.Winston-Salem, NC
Land Planning Associates Inc. is forwarding the following information via:
Hand Mail Z'UPS Express Mail
We are sending you : K Prints Reproducibles
C7 24x36 24x36
30 x 42 30 x 42
Fax
O'Other
e7? Letter/Memo
O,8 V. x 11
COPIES DATE DRAWING # DESCRIPTION
1 8/14/06 DWQ Worksheet Pond A and Pond B
1 8/14/06 DWQ Grading Plan

These are Transmitted : O For Approval For Your Information For Review & Approval
As Requested By:
REMARKS: Please find enclosed a copy of our DWQ water calculations for our Wet ponds. If I
can be of any assistance, please don't hesitate to call or email. This submittal should be under
DWQ# 20061258. Thanks
Signed:
IN IM9dir,9
AUG 1 5 2006
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Phone: [phone] Fax: [phone] Address: 312 Watson Road • Easley, SC 29642
Project Name: Lowes
Project No. DWQ 061258
Pond 1
SUBMITTED DESIGN:
elevations
Bottom of Basin (ft) 788
Permanent Pool (ft) 795
Temporary Pool (ft) 796.8
areas
Permanent Pool SA (sq ft) 22180
Drainage Area (ac) 16.1
Impervious Area (ac) 12.06
volumes
Permanent Pool (cu ft) 77592
Temporary Pool (cu ft) 44044
Forebay (cu ft) 15849
other parameters
SA/DA 3.14
Orifice Diameter (in) 2.5
Design Rainfall (in) 1
Linear Interpolation of Correct SAIDA * * *
% impervious
Next Lowest 70
Project Impervious 74.9
Next Highest 80
REQUIRED DESIGN:
3.5 average depth status
7 ft. depth check depth
1.8 ft. depth ok
21850 sq. ft. ok
15337 based on avg depth ok
74.9%
-
42322 cu. ft. ok
20.4% ok
3.12 -
0.16 cfs drawdown -
3.3 day drawdown ok
7 ft. Permanent Pool Depth
SA/DA fron (Avg. Depth)
2.88 1.983083859 ' 1.08
3.12 2.19 1.25
3.36 2.398306583 1.43
3 ft 4
?lw Il/13/ob
I-A
Project Name: Lowes
Project No. DWQ 061258
Pond 2
SUBMITTED DESIGN
elevations
Bottom of Basin (ft) 791
Permanent Pool (ft) 796
Temporary Pool (ft) 797.5

areas
Permanent Pool SA (sq ft) 34912
Drainage Area (ac) 14.9
Impervious Area (ac) 11.03
volumes
Permanent Pool (cu ft) 93882
Temporary Pool (cu ft) 44751
Forebay (cu ft) 18953

other parameters
SA/DA 5.28
Orifice Diameter (in) 2.5
Design Rainfall (in) 1
Linear Interpolation of Correct SAIDA * * *
% Impervious
Next Lowest 70
Project Impervious 74.0
Next Highest 80
REQUIRED DESIGN:
2.7 average depth status
5 ft. depth ok
1.5 ft. depth ok
19947 sq. ft. ok
23685 based on avg depth ok
74.0%
-
38739 cu. ft. ok
20.2 % ok
3.07 -
0.14 cfs drawdown -
3.6 day drawdown ok
5 ft. Permanent Pool Depth
SA/DA fron (Avg. Depth)
2.88 3.439612741 1.08
3.07 3.65 1.22
3.36 3.960029216 1.43
3 ft 4
GUclw 1/?13?06
.1, A
06-1D+S9
Project No. DWQ Z00(0 1 2_9E? (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DW Stormwater Manaaement 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 : . to G
Contact Person: Aai Acm. C W04 Phone Number: AKA ) 292.60+2-
For projects with multiple basins, specify which basin this worksheet applies to: 'PoN rte" A"
Basin Bottom Elevation `] $ °O ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 7 5 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 7 1.. a ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area Ui 196 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 110.1 ac. (on-site and off-site drainage to the basin)
Impervious Area 11-o6 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume -+It4AI- cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 44, 044 cu. ft. (volume detained on top of the permanent pool)
Forebay Volume 1s IQ¢1 I cu. ft.
SA/DA used 3-It (surface area to drainage area ratio)
Diameter of Orifice 2r5 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. Y a requirement has not been met, attach an explanation of
why.
Applicants Initials
Pte-.- The temporary pool controls runoff from the 1 inch storm event.
P-WA-1 The basin length to width ratio is greater than 3:1.
N&_ The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
P Vegetation to the permanent pool elevation is specified.
P+ An emergency drain is provided to drain the basin. C 5tAkFW9 p??P ro bugs
P+??^?-- The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
{yJL._ The forebay volume is approximately equal to 20% of the total basin volume.
Pwdl.._ Sediment storage is provided in the permanent pool.
PrA_ - Access is provided for maintenance.
pN, A minimum 30-foot vegetative filter is provided at the outlet.
W411 - A site specific operation and maintenance (O&M) plan is provided.
0-4&- A vegetation management/mowing schedule is provided in the O&M plan.
6.. Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
eN A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1

POND "A"
NCDENR DWQ WET DETENTION BASIN CALCULATIONS
Project Name: Lowes of S. Winston Salem
Project No.:
Date: 8/8/2006
BASIN INFORMATION
TOTAL AREA DRAINING TO POND (DA)= 701,470 SF = 16.10 AC
IMPERVIOUS SURFACES DRAINING TO POND = 525,357 SF
DRAINAGE AREA PERCENT IMPERVIOUS MIMP) = 74.9%
NORMAL POOL SURFACE AREA REQUIREMENTS
(Based on 90% TSS Removal Chart, 30-FT Vegetated Filter NOT REQUIRED)
POND DEPTH = 7 FT
SA/DA % = 3.14 (FROM CHART)
SURFACE AREA REQUIRED = 22,026 SF
SURFACE AREA PROVIDED = 22,180 SF @ ELEVATION 795 FMSL
Therefore, Normal Pool surface area is ADEQUATE
1 of 3

POND "A"
POND AND FOREBAY VOLUMES BELOW NORMAL POOL
POND VOLUME
Contour Incremental Cumulative
Elevation Area Volume Volume
(FT) (SF) (CF) (CF)
Bottom Elevation 788 4416 0 0
789 5413 4914.5 4914.5
790 6504 5958.5 10873
791 7668 7086 17959
792 8902 8285 26244
793 10205 9554 35798
793.33 10655 3442 39239
794 13023 7932.13 47172
Normal Pool Elev. 795 16120 14571.5 61743
FOREBAY VOLUME
Contour Incremental Cumulative
Elevation Area Volume Volume
(FT) (SF) (CF) (CF)
Bottom Elevation 789 652 0 0
790 1088 870 870
791 1662 1375 2245
792 2400 2031 4276
793 3290 2845 7121
794 4331 3811 10932
Normal Pool Elev. 795 5503 4917 15849
FOREBAY VOLUME MUST REPRESENT 20% OF TOTAL NORMAL POOL VOLUME.
FOREBAY VOLUME REQUIRED (WITHIN +/- 2%) = 0.2 x (POND VOL. + FOREBAY VOL.)
13966 TO 17070 CF
FOREBAY VOLUME PROVIDED = 15849 CF
FOREBAY VOLUME REPRESENTS 20.4% OF NORMAL POOL VOLUME
2of3
_ VW
POND "A"
REOUIRED STORAGE VOLUME TO TREAT FIRST 1-INCH OF RUNOFF
(Based on Schueler Method)
R = 0.05 + 0.009 x %IMP
= 0.05 + 0.009 x 74.9%
0.724
VOLUME REQ. = (1-712) x R x DA
= (1'712) x 0.724 x 701,470
= 42,325 CF
VOL. PROVIDED = 44,044 CF @ ELEVATION 796.8
Therefore, storage volume is ADEQUATE
FIRST 1-INCH STORAGE AND RELEASE
Contour Incremental Cumulative *Outflow Release
Elevation Area Volume Volume Rate Time
(FT) (SF) (CF) (CF) (CFS) (H RS)
Normal Pool Elev. 795 22180 0 0 0 0
796 24705 23443 23443 0.164 39.7
Temp. Pool Elev. 796.8 26799 20602 44044 0.220 26.0
FIRST 1" OF RUNOFF RELEASED IN 65.7 HOURS
2.7 DAYS
ORIFICE DIAMETER = 2.5 INCHES
3of3

RED TOP GRASS SEED
ALONG LITTORAL SHELF
(ARGOSITS ALBA)
SURFACE AREA SURFACE AREA FORE BAY FORE BAY
NORMAL
N PON D TH STORAGE 1 STORAGE REQ
,ED PRFVnED VOLUME REQ. VOLUM ?
PROVIDED
ELEVATIO SF
(( (CF) C
795.0 7.0 796.8 2
2.028 22.180 1 15.849
POND "A" CROSS-SECTION
NOT TO SCALE
GALVANIZED BAR GRATING 1' x 1/8' BEARING BARS.
FASTEN WITH ,-CUPS. ATTACH TO A 1 1/4' x 1 1/4' x 1/4"
GALVANIZED ANGLE FRAME MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
2.5' SCi. 40 PVC OUTLET
1' STORAGE ELEVATION 796.50 Ay
NORMAL POOL EL 795.00
17
o
2 FT MIN..

/ RCP O 41[
ENV. EL 790.00•
6' EXTENDED
NOTE: FOR MAINTENANCE EFFORTS OR IN CASE
OF EMERGENCY. STORMWATER STORED BELOW
PERMANENT POOL SHALL BE PUMPED.
POND "A" OUTLET STRUCTURE DETAIL
NOT TO SCALE
20.0'
EL 800.00
EL 798.50'
FILTER FABRIC 6" THICK CLASS 'B' RIP-R
POND "A" EMERGENCY SPILLWAY
NOT TO SCALE
t0.0'
EL 795.00'
O.Y EL 794.70'
FILTER FABRIC 6' THICK CLASS 'S' lap RIP_
POND "A" FOREBAY RIP-RAP
NOT TO SCALE

Project No. DWQ 2 co (A25E? (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWO Stormwater Management 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: Lawe6,am S.0taJ'FiiW-GA't rA tf(
Contact Person: `AtR alr_ _,L%W*Ar? Phone Number: (" ) Z*Z. , (yb1z
For projects with multiple basins, specify which basin this worksheet applies to: FC*5C 4' 6'
Basin Bottom Elevation IA I ft. (average elevation of the floor of the basin)
Permanent Pool Elevation I It lv ft. (elevation of the orifice invert out)
Temporary Pool Elevation ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area S+4 9"2- sq. ft. (water surface area at permanent pool elevation)
Drainage Area 1 t.''1t) ac. (on-site and off-site drainage to the basin)
Impervious Area 11.03 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume 3 t ?'Z cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 'F4 4'?'S1 cu. ft. (volume detained on top of the permanent pool)
Forebay Volume 18 i"t53 cu. ft.
SA/DA used 5-a (surface area to drainage area ratio)
Diameter of Orifice L. S, 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. ff a requirement has not been met, attach an explanation of
why.
Applicants Initials
The temporary pool controls runoff from the 1 inch storm event.
AM- The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
17OL An emergency drain is provided to drain the basin. ( dM: rku**4 SA oxpa)
9-4- The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
F-• The temporary pool draws down in 2 to 5 days.
QVA. The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
?vr ,-Access is provided for maintenance.
Q•• A minimum 30-foot vegetative filter is provided at the outlet.
site specific operation and maintenance (O&M) plan is provided.
vegetation management/mowing schedule is provided in the 0&M plan.
Semi-annual inspections are specified in the O&M plan.
debris check is specified in the O&M plan to be performed after every storm event.
specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1
1 =+
POND "B"
NCDENR DWQ STORMWATER MANAGEMENT CALCULATIONS
Project Name: Lowes of S. Winston Salem
PEI Project No.: 06131.PE
Date: 6/13/2006
BASIN INFORMATION
TOTAL AREA DRAINING TO POND (DA)= 649,198 SF = 14.90 AC
IMPERVIOUS SURFACES DRAINING TO POND = 480,613 SF
DRAINAGE AREA PERCENT IMPERVIOUS MIMP) = 74.0%
NORMAL POOL SURFACE AREA REQUIREMENTS
(Based on 90% TSS Removal Chart, 30-FT Vegetated Filter NOT REQUIRED)
POND DEPTH = 5 FT
SA/DA % = 5.28 (FROM CHART)
SURFACE AREA REQUIRED = 34,278 SF
SURFACE AREA PROVIDED = 34,912 SF @ ELEVATION
Therefore, Normal Pool surface area is ADEQUATE
796 FMSL
1 of 3

POND "B"
POND AND FOREBAY VOLUMES BELOW NORMAL POOL
POND VOLUME
Contour Incremental Cumulative
Elevation Area Volume Volume
(FT) (SF) (CF) (CF)
Bottom Elevation 791 6561 0 0
792 9275 7918 7918
793 12076 10675.5 18593.5
794 14943 13509.5 32103
794.33 15913 5091.24 37194.24
795 21717 12606 49800
Normal Pool Elev. 796 28540 25129 74929
FOREBAY VOLUME
Contour Incremental Cumulative
Elevation Area Volume Volume
(FT) (SF) (CF) (CF)
Bottom Elevation 791 2137 0 0
792 2717 2427 2427
793 3365 3041 5468
794 4081 3723 9191
795 4864 4473 13664
Normal Pool Elev. 796 5714 5289 18953
FOREBAY VOLUME MUST REPRESENT 20% OF TOTAL NORMAL POOL VOLUME.
FOREBAY VOLUME REQUIRED (WITHIN +/- 2%) = 0.2 x (POND VOL. + FOREBAY VOL.)
16899 TO 20654 CF
FOREBAY VOLUME PROVIDED = 18953 CF
FOREBAY VOLUME REPRESENTS 20.2% OF NORMAL POOL VOLUME
2 of 3
t
POND "B"
REOUIRED STORAGE VOLUME TO TREAT FIRST 1-INCH OF RUNOFF
(Based on Schueler Method)
R = 0.05 + 0.009 x %IMP
= 0.05 + 0.009 x 74.0%
0.716
VOLUME REQ. = (1 "/12) x R x DA
= (1"/12) x 0.716 x 649,198
= 38,751 CF
VOL. PROVIDED = 44,751 CFO ELEVATION 797.2
Therefore, storage volume is ADEQUATE
FIRST 1-INCH STORAGE AND RELEASE
Contour Incremental Cumulative *Outflow Release
Elevation Area Volume Volume Rate Time
(FT) (SF) (CF) (CF) (CFS) (HRS)
Normal Pool Elev. 796 34912 0 0 0 0
797 38879 36896 36896 0.164 62.4
Temp. Pool Elev. 797.2 39674 7855 44751 0.180 12.1
FIRST 1" OF RUNOFF RELEASED IN 74.6 HOURS
3.1 DAYS
ORIFICE DIAMETER = 2.5 INCHES
3 of 3
RED TOP GRASS SEED
ALONG LITTORAL SHELF
(ARGOSITS ALBA)
SURFACE AREA SURFACE AREA FORE BAY FOR BAY
A
OL
N
l PON
) PTH TORAGE
1E REg
ED PR VOLU?A
F
REO. YOLUME(
?OVIDED
E
l V
TION (F ATION
LEV SF)
(( (SF)
(
) C
)
(( C
798.0 5.0 797.2 3
4,278 34
91
2 1
8,777 18,953
15' SCH. 40 PVC OUTLET
1" STORAGE ELEVATION 797.3
NORMAL POOL EL 798.00
' i
POND "B" CROSS-SECTION
NOT TO SCALE
GALVANIZED BAR GRATING 1' x 118' BEARING BARS.
FASTEN WITH J-CUPS, ATTACH TO A l 1/4" x 1 1/4" x 1/4'
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
2 FT MIN. -
1S'RCPOSX
/ INV. EL - 790.00
NOTE: FOR MAINTENANCE EFFORTS OR IN CASE
8' EXTENDED BASE OF EMERGENCY, STORMWATER STORED BELOW
PERMANENT POOL SHALL BE PUMPED.
POND "B" OUTLET STRUCTURE DETAIL
NOT TD SCAl E
1-1 20.0'
EL 800.00
EL. 798.70'
FILTER FABRIC 8' THICK CLASS 'B' RIP-R
POND "B" EMERGENCY SPILLWAY
NW TO SCALE
10.0'
EL 798.00'
0.3' EL 795.70'
FILTER FABRIC 8" THICK CLASS 'B' RIP-R
POND "B" FOREBAY RIP-RAP
NOT TO SCALE

POND DEPTH (BELOW NORMAL POOL)
%IMP 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5
10% 1.3 1 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1
20% 2.4 2 1.8 1.7 1.5 1.4 1.2 1 0.9 0.6
30% 3.5 3 2.7 2.5 2.2 1.9 1.6 1.3 1.1 0.8
40% 4.5 4 3.5 3.1 2.8 2.5 2.1 1.8 1.4 1.1
50% 5.6 5 4.3 3.9 3.5 3.1 2.7 2.3 1.9 1.5
60% 7 6 5.3 4.8 4.3 3.9 3.4 2.9 2.4 1.9
70% 8.1 7 6 5.5 5 4.5 3.9 3.4 2.9 2.3
80% 9.4 8 7 6.4 5.7 5.2 4.6 4 3.4 2.8
90% 10.7 9 7.9 7.2 6.5 5.9 5.2 4.6 3.9 3.3
100% 12 10 8.8 8.1 7.3 6.6 5.8 5.1 4.3 3.6
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DISPOSED OF OFF SITE ANY BURNING ON SITE SHALL •
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LOWFe HOME CENTERS. INC.

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3306594000 M 335e58334
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_ ISSUE DATE
511E BATE
DRAWING NUMBER
CM06

Wflart & Hickman
Hart & Hickman, PC
2923 S. Tryon Street
Suite 100
Charlotte, NC 28203
704
586-0007 phone
586-0373 fax
Pre-Construction Notification
Proposed Lowe's Store
Winston-Salem, North Carolina
2 0 0 1 z v 8 H&H Job No. JEM-023
._., U,}
August 3, 2006
For P?, L E

Office Use Only: Form Version March 05
' 0 0 6 1 2 5 8
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
r _
' I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information AUf 0 7 2006
Name: Jemsite Development, LLC
'S.i•r7y
Mailing Address: P.O. Box 1000, Jefferson, NC 28640

Telephone Number: 336.846.7191 ext 245 Fax Number: [phone]
' E-mail Address: [e-mail]
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.) - See
Appendix A
Name: Matt Bramblett
Company Affiliation: Hart & Hickman, PC
' Mailing Address: 2923 S. Tryon, Suite 100, Charlotte, NC 28203

' Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mbramblett(a,harthickman.com

Page 1

III. Project Information
' Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
' and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
' boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
' however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided. See Figures 1 and 2.
1. Name of project: Proposed Lowe's Home Improvement Warehouse of Winston-Salem
' 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
' 3. Property Identification Number (Tax PIN): The approximate 38.02-acre project includes the
following tax parcels: #6823-73-1121, #6823-72-1222 468-62-4250 #6823-72-1604 and
#6823-72-0894. A proposed culverted stream crossing for the commercial development is on
parcel identifications #68-62-4250 and #6823-72-1604. A proposed bottomless culvert for
the commercial development is also on parcel identification #6823-72-1604
' 4. Location
County: Forsyth Nearest Town: Winston-Salem
Subdivision name (include phase/lot number): NA
' Directions to site (include road numbers/names, landmarks, etc.):
Travel south out of Winston-Salem on NC Highway 150 (aka Peters Creek Parkway) After
passing the West Clemmonsville Road interchange look for the gravel covered Sides Road
' on the right. Turn right onto Sides Road. The proposed culverted stream crossing is over
Sides Branch which is approximately 500 ft west southwest of the trailer, which has an
address of 3338 Sides Road. Please reference the attached figures for additional detail

5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36°01'49" ON 80°15'47" °W
(lat/lon given is the location of the center of the proposed culverted road crossing)
' 6. Property size (acres): Approximately 38.02 Acres
7. Name of nearest receiving body of water: Sides Branch (Figure 1). A survey of the property
showing Sides Branch and top of banks is provided in Appendix B
n
1 Page 2

u

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://h2o.enr.state.nc.us/admin/mVs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The current land use is residential and undeveloped land.
Sides Branch is crossed one time on the property by a dirt road via an existing culvert. The
property is surrounded by undeveloped land, churches, and a small saw mill. This property is
in a rapidly developing commercial area of south Winston-Salem. A Wal-Mart is planned
just south of the subject property and the City of Winston-Salem is going to develop a road
known as West Clemmonsville Road Extension to serve the new commercial development in
the nren_
10. Describe the overall project in detail, including the type of equipment to be used:
The site will be completely graded with the exception of voluntarily leaving a buffer on each
side of Sides Branch outside of the proposed culverted crossing and bottomless culvert
crossing. Heavy equipment will be used for the site work.
11. Explain the purpose of the proposed work: The purpose of the project is to develop a
Lowe's Home Improvement Warehouse and other commercial businesses on the property.
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.
A jurisdictional determination dated December 13, 2005 was made on this property by Mr. John
Thomas of the USACE (Appendix B). The City of Winston-Salem has submitted an Individual
Permit application to the USACE for impacts associated with the separate project known as the
West Clemmonsville Road Extension. The City of Winston-Salem plans to tie the pipe under the
West Clemmonsville Road Extension to the southern end of the subject property culverted road
crossing. The developer and Hart and Hickman PC are not aware of any prior wetlands
permitting or other jurisdictional determinations on the subject property.
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.
The 401/404 permits requested herein are the only foreseeable wetland permits needed for the
development of the subject property.
Page 3
?J
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. Each impact must be
' listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
' accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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:
Because of the size of the proposed Lowe's store and other proposed commercial development
two driveways are needed for access. The proposed site layout is provided as Figure 3. This
requires two driveways to cross Sides Branch. Due to the development of the Wal-Mart store to
the south and to make a workable intersection at the proposed West Clemmonsville Road
' Extension for the Wal-Mart and Lowe's store access roads, the stream will be culverted in the
southern portion of the subject property. The new culverted length will cover approximately
300 ft along the stream centerline (Figure 4). In addition, the existing culverted section for the
' dirt road will be replaced as part of the proposed culvert work. The existing culvert for the dirt
road crossing is 52 ft long. The proposed straight-line culvert length will total approximately
307 ft, including replacement of the existing culvert. During construction the stream will be
' pumped around the construction zone (Figure 5). The culvert will be installed 1 ft into the
existing streambed to allow for aquatic life passage (Figure 6). To minimize the stream impacts
on the subject property, the driveway stream crossing in the northern portion of the subject
' property will be accomplished using a bottomless culvert and will not be an impact As shown
on the drawings in Appendix E the bottomless culvert spans top of bank to top of bank

C

d-
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(es/no Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)
None

Total Wetland Impact (acres)
Page 4
3. List the total acreage (estimated) of all existing wetlands on the property: 0.15 Acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage. multinlv length X width- then divide by 43560.
Stream Impact
Number
indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
(acres)
1 Sides Branch Road Crossing Perennial 7.5 300 0.0517

Total Stream Impact (by length and acreage) 300 0.0517
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dredging. flooding. drainage. bulkheads. etc.
Open Water Impact
Site Number
indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
None

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the nmiect-
Stream Impact (acres): 0.0517
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.0517
Total Stream Impact (linear feet): 300
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Page 5

8. 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.) : Wet ponds with earthen dams/embankments
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Stormwater management
Current land use in the vicinity of the pond: Pasture near Pond A; wooded near Pond B
' Size of watershed draining to pond: 16.9 acres for Pond A and 12.51 for Pond B.
Expected pond surface area: Peak 26,400 ft2 for Pond A and 28,300 ftZ for Pond B
' 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. See Appendix C
' VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
' streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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
I 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
Page 6

CI

J

0

J

lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/strTngide.html.
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.
Because of the excellent avoidance and minimization (including the use of extensive and
expensive retaining walls) the only impact is for a driveway crossing over Sides Branch.
The impact will be 300 ft. H&H is proposing mitigation by payment of an in-lieu fee to the
NCEEP for the stream impact at a 1:1 ratio. A copy of the NC EEP approval letter dated
August 3 2006 is attached in Appendix D.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.ne.us/=/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 300
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
1
IX. Environmental Documentation (required by DWQ)

1
J
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. 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 ?

Page 7
u

H
u

3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
' 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
' identify ? Yes ? No
2. If "yes", 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.

'J
J

J
Zone* Impact
(square feet) Multiplier Required
Mitigation
None

Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please
Donation of Property, Riparian Buffer
Riparian Buffer Restoration Fund). Ple
within 15A NCAC 2B .0242 or.0244, or
discuss what type of mitigation is proposed (i.e.,
Restoration / Enhancement, or Payment into the
ase attach all appropriate information as identified
.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
The proposed impervious area will be approximately 75%. Two wet detention basins will be
constructed with riprap energy dissipation at the outfalls. The outfalls discharge into a vegetated
area prior to entering Sides Branch. The site stormwater release from storm events (including
Page 8

' the 100-year storm event) will be less than pre-development rates by using the wet detention
ponds. A detailed stormwater management plan will be submitted to the 401 Certification Group
under separate cover.
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.
' Wastewater will be piped to an off-site City of Winston-Salem wastewater treatment plant.
XIII. Violations (required by DWQ)
' Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
' Is this an after-the-fact permit application? Yes ? No
' XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
' http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The proposed lots and Lowe's store to be developed on the subject property are shown on Figure
3. Outside of those lots and the Lowe's store, no additional development is planned for the
' subject property.
' XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
' construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
' Threatened Species, accessibility problems, or other issues outside of the applicant's control).
There are no other special circumstances related to this project.

I

7
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided - See Appendix
A)
Page 9
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0 2000 4000
q=N P SCALE IN FEET
U.S.G.S. QUADRANGLE MAP
WINSTON-SALEM WEST, NC 1950
REVISED/INSPECTED 1994
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
TITLE
SITE LOCATION MAP
PROJECT
PROPOSED LOWE'S SITE
WINSTON-SALEM, NORTH CAROLINA
-?>-/? rt A? r?m (?? 2923 South Tryon Street-Suite 100
j _' Aai 1. & ffic 11t11?1.1i Charlotte, North Carolina 28203
A PRoFEsstaKAL CGRPCRA-noN 704-586-0007 (p) 704-586-0373 (f)
DATE: 11-2-05 REVISION NO: 0
JOB NO: JEM-023 FIGURE NO: 1

I

J

7

IJ
N
O
2
W
Hart & HickMdfl 2923 South Tryon Street-Suite 100 PROPOSED LOWE'S SITE
4WCharlotte, North Carolina 28203 WINSTON-SALEM, NORTH CAROLINA
A PROFESSIONAL CORPORATION 704-586-0007 (p) 704-586-0373 (t)
N Figure 2
Soil Survey Map

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BEND ?Tul;yv
? ROP1b-8E A °-+?,I ? r EWER LINEEl,SEn1EYT PARCEL V `_ \
3.OTT LESS ?? GIB I RETAINED BY DEVELOPER 2.00 acres ?'llt
CU?VERT II;,
x, 1 FFE 808±I?il
(see attached out arcel 1 ; jf
4 li SIDES ?? r sheet RZ-1) ji
II BRANCH -
,? ?••: ?° PARCEL "DI
' I 1y RETAINED BY DEVELOPER
WETLAND,
2.15 acres
FFE 808+ I
(see attached outparcel 15
rl m`i1 i'!l i' III sheet RZ-1)
y ;? IT
7 ;7!
r
NAKL; ..?.. -
j ?. ,,' III I! RETAINED BY DEVELOP
FFE 808_ I
I
(see attached outparcef ,
sheet RZ-1) -- j r
? ., ?Ir 11' 11 ;?

x VOPOSED
W4
CU'IVERTi?
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'tea ' "? fir...--•
- -- nt:ro
wu+?ART
/ WATERLINE

11
n
PARCEL "E"
I{?,
DEVELOPER
1.57 acres F.F.E. 810±
(see attached outparcel
sheet RZ-1) 1r S
--WATER UNE EASEMENT ?II
I oHi.
F A?1CEL D ._ ?
I
ETAINED BY DEVEIAER?
2131 acres
?FF 8:12+
21u= "
-
(see attache outparc-el
Sf eat FtZ-1)
41 ST?CL MMONSVILLE ROAD EX ' - ---?--
(PROPOSED BY WAL-MART)
r,-- t
Ii'Ili' (il
fe'd11'TAPPING
SLEEVE AND IC VALVE
O
u?
U

w ??.
,III?? IIV
777---- EXISTING TOPO LINE
I PRELIMINARY SITE PLAN
i
LEGEND
e0° PROPOSED TOPO LINE
NOTE: BASED ON PLANS PREPARED BY
LAND PLANNING ASSOCIATES
i
N
0 120 360
(APPROXIMATE SCALE IN FEET )
j 1 inch = 120 ft.
I?
PROPOSED LOWES SITE
WINSTON SALEM, NORTH CAROLINA
& HickMd l 2923 South Tryon n Street-Suite 23
ChulDttE, North C2roliamliro 28203
704-586-0007(p)
DATE: 8-1-06 EEeeIOwA? COnraaATIREVISIDN NO. 704-586-0373(o
JOB NO: JEM-023 FIGURE NO. 3
® ® m = ® m m
L0
Q M \\ J /
o U)
PROPOSED LOWE7S
PARKING AREA I 15 F NS
NE
20
r 45° BEND
'- 12X12X8 TEE
?I 45° BEND \z O-
?? - -
m\'qwn n9
5 TEE
?A11
k
k
STABILIZE
BANKS WITH
a
AL
O
a

OF BANK
d I
x
x
z.. _ I
- - -------------------------------------------
x x x x
I SIDES /
CREEK
1 0 C: _-
E`I i 1 IG- \ 1 I
HEAD ?- x x
k
WALL
11 - I .-
L n c) r)
j FT WIDE
EXISTING
?3825/ CROSSING
307 FT
C?
?l IQww
WU>
r U) Z?
° °
W z
?l q• a w
?v
v -- SEE
FIG- 6
i
ETAININ i I
/ FABRIC AND / '/(12 FT CONSTUCTI1
RIP-RAP ZONE S.512 FIG
--"`? - TOP OF BANK
DRIVEWAY
:WE12 LINE EASEPr7ENT_
STEAM IMPACT SUMMARY NORTH TO SOUTH
STREAM LENGTH ALONG CENTERLINE
15 FT CONSTRUCTION ZONE
15 FT STREAM CULVERT
52 FT EXISTING CROSSING - TO BE REPLACED
(NOT AN IMPACT)
258 FT STREAM CULVERT
12 FT CONSTRUCTION ZONE
TOTAL IMPACT = 300 FT
(:mil WATER LINE EASEMENT
Cj V4
va?-
1?01.02'
TIE TOX PROPOSED WAL-LIART
WAL-MART WATERLINE
WATERLINE

LEGEND
h PROPOSED CULVERT
PROPOSED RETAINING WALL
PROPOSED SEWER
NOTES:
1. THE PROPOSED SEWER CROSSINGS ARE SHOWN AND
DO NOT CAUSE A STREAM IMPACT. THERE ARE NO
EXISITING SEWER CROSSINGS ON THE SITE.
2. THE CITY OF WINSTON-SALEM HAS APPLIED FOR
INDIVIDUAL PERMIT TO CROSS SIDES BRANCH FOR WEST
CLEMMONSVILLE ROAD AND TO CONNECT THEIR CULVERT
TO THE CULVERT PROPOSED IN THIS NATIONWIDE
PERMIT.
3. BASED ON THE PLANS PREPARED BY LAND
PLANNING ASSOCIATES.
IV
50 100 200
(APPROXIMATE SCALE IN FEET)
1 inch = 50 ft.
7RLL
PROPOSED CULVERT FOR STREAM
CROSSING
PROPOSED LOWE'S SITE
WINSTON SALEM, NORTH CAROLINA
"' 2923 South , Tryon aroli 282 3
Charlotteotte, North Carolina 28203
A PROfEB61ONAL CORPORATION 704586-0007(p) 704586-03730
DATE: 8-1-06 REVISION NO. 0
JOB N0: JEM-023 FIGURE NO. 4
pPOSED WEST CLEMMONSVILLE ROAD EXTENSION
FLOW
I
PUMP INTAKE HOSE
WITH FILTER
in SOCK
PLACE
a -! RIPRAP
AT
TRANSITION
5
X0
FLOW
G, BARRIER
S
S,
?Pe
JERSEY
PLYWOOD,
SG
?
BARRIERS OR SHEET
O
PILING)
k
ORIGINAL
STREAM
BED.
I
_N
? O
PLACE RIPRAP
AT TRANSITION PERSPECTIVE VIEW

l zio\ NOT TO SCALE
LL
>m
TEMPORARY STREAM BYPASS SCHEMATIC
"'°=
PROPOSED LOWE'S SITE
WINSTON SALEM, NORTH CAROLINA
NOTE:

a?
RIPRAP TO BE REMOVED FOLLOWING CONSTRUCTION an 2923 South Tryon Street-Suite 100
&
UM Charlotte, North Carolina 28203
d 6
A
PROFEBBIONAL CORPONA - 704-586-0007(p) 704586-0373(0
DATE: 8-1-06 REVISION NO.0
JOB NO: JEM-023 FIGURE NO. 5

r

A A'
(WEST) (EAST)
805 805
V VEGETATED COVER
800 800
795 795
79 790
785 785
COMPACTED BACKFILL
9 FT DIAMETER
/ GALVANIZED ALUMINUM PIPE
/

780 780
775 -775
CULVERTS BURIED 1 ft APPROXIMATE EXISTING
?
INTO STREAM BED - - - STREAM BED ELEVATION
- - - -
770 _ .. .. :. 770
APPROXIMATE STREAM CULVERT CROSS-SECTION A-A'
0 5 10
HORIZONTAL SCALE IN FEET PROPOSED LOWE'S SITE
WINSTON SALEM, NORTH CAROLINA
APPROXIMATE
0 5 10 t & Hi South Tryon
2923
Strcet-Suite 100
k
I dr c har
arolina 282 3
man C
Charlotte, North Carolina 28203
C
VERTICAL SCALE IN FEET A P((O C.-...I CORPORATION 704586-0007(p) 704586-0373(0
DATE: 8-1-06 REVISION NO.0
JOB NO: JEM-023 FIGURE NO. 6
Appendix A
Agent Authorization

AGENT CERTIFICATION OF AUTHORIZATION
I,?1v,? representing Jemsite Development, LLC, applicant and potential
developer of the project site located on approximately 35.45 acres and situated west of
Highway 150 in Winston-Salem, North Carolina (Tax Parcels #6823-73-1121, #6823-72-
1222, #6823-624250, #6823-72-1604, #6823-72-0894) hereby certify that I have
authorized Hart & Hickman, PC to act on the applicant's behalf and take all actions
necessary to the processing, issuance, and acceptance of the wetlands jurisdictional
determination and permits for this project.
Applicant's signature
121710,5--
Dates
C:IDOCUME-11MBRAMB-1ILOCALS-IlTemp\AGENT CERT.doc
Agent's signature
December 2, 2005
Date

Appendix B
Jurisdictional Determination
1
Appendix C
Avoidance and Minimization
i
C

Appendix C
Avoidance and Minimization
1 Proposed Lowe's of Winston-Salem
H&H Job No. JEM-023
' Avoidance
The proposed development is located at the northwest corner of the intersection of Hwy 150
(Peter's Creek Parkway) and West Clemmonsville Road Extension in southern Forsyth County,
NC. The 37.89 acre development is in a rapidly growing commercial corridor in south Winston-
Salem. This area is also designated as a "Metro Activity Center" by the City of Winston
Salem to control future commercial development. Jemsite Development, LLC has
' considered and evaluated other properties in the "Metro Activity Center" area. One site
is immediately to the south across West Clemmonsville Road Extension. This site is
' i currently under contract for construction of a future Wal-Mart Retail Store development and is
not available for the subject proposed commercial development.
' Minimization
To minimize site impacts, the proposed site plan was modified to minimize stream impacts. Due
to the steep topography near the stream and the requirement for the Lowe's access road to meet
up with the proposed Wal-Mart driveway, 300 ft of stream impacts are proposed in this permit
' application. Although 300 ft of stream impacts are proposed, over 1,300 ft of stream are located
on the property. The majority of the stream was avoided by the site development plan, and a
stream impact associated with a second driveway will be avoided by the use of a bottomless
culvert. Further, a 0.15 acre riparian wetland is not being disturbed by the development. In
' addition, retaining walls have been placed at select locations to minimize impact to the stream
corridor.
To protect the stream and wetland, wet stormwater detention ponds will be used. In addition,
during site development, good erosion control practices will be followed. Extensive silt fencing
will be used on the construction site perimeter.

Appendix D
NC EEP In-Lieu Fee Approval Letter
08-03-'06 08:42 FROM-DENR EEP
9197152001
Y
S t,?111
F
.PROGRAM
August 3, 2006
Mr. Matt Bramlett
Hart & Hickman, PC
2923 S. Tryon St.,.Suite 100
Charlotte, NC 28217
T-085 P02 U-615
Project: Lowes of South Winston-Salem County: Forsyth
Extension of original acceptance dated 2121106
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 IEF-P 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
Permit1401 Certifkation within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/LAMA permits to NC EEP. Once NC EPP receives a copy of the 404 Permit and/or the 401
Certification an invoice wiU'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-i6 arian Coastal Marsh Cold Cool Warm
Yadkin 0 0 0 0 0 300 0 0
03040101
Upon receipt of payment, EEP will take responsibility for providutg the compensatory mitigation for the permitted impacts
up to a 2:1 mitigation-to-impact 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, and/or
LAMA Permit. 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 l3avid Robinson at [phone].
Sincerely,
(Nil
r1l T7 Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
John Thomas, USACE-Raleigh
Daryl Lamb, DWQ-Winston-Salem
File

??ut?... ... pYOt*
our stag MORN
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NO 27699-16521919-715-0476 /www.nceep.ne

Appendix E
Bottomless Culvert Crossing

IN
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GRAPHIC SCALE
IN?I
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804
EDD
796
792

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GRAPHIC SCALE
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810
e05
800
795
790
TES
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810
E05
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795
790
725
720
810
eos
too
795
TOO
785
Tea
.1+00 0+00 +1+00
ALIGNMENT AT 0+00
810
805
EDD
795
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7e5
TEO
810
E05
1
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795
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N
TOO a ;
(7
725 5
Tea
ALIGNMENT AT 0+20
GRAPHIC SCALE
f q
(N FEET)
I M-&
810
805
too
795
TOO
725
7EO
ALIGNMENT AT 0+40
815
810
E05
EDO
T95
790
7e5
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4+W 0+00 +1+00
ALIGNMENT AT 0+60
815
B10
805
EDO
795
Too
Tea
7EB
815
810
805
EDO
795
790
785
TED
4+00 O+DO +1+00
ALIGNMENT AT 0+80
820
815
810
805
EDO
795
790
Tea
TEO
e20
815
810
Boa
EDO
795
790
7E5
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ALIGNMENT AT 0+84.41
REVISIONS
oATE ?oESCRIPT1oN
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UE
ISSUE DATE' I1111?5
PERM T SET
ISSU_DATE:
DONSTRUCTION SET
ISS''= DATE:
DRA'i;ING NUI.IPE(1'
DU- k'315%
Letter of Transmittal
Land Planning Associates Inc. is forwarding the following information via:
Hand Mail 0 UPS Express Mail Fax
We are sending you : © Prints Reproducibles 2 Other
2 24 x 36 24 x 36 Letter/Memo
30x42 30x42 0 81/2x11
TO: Laurie Dennison DWQ
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
Date: October 9, 2006
Project # : 6.010
Project: S.W-S Lowes
COPIES DATE DRAWING # DESCRIPTION
1 401 Wet Detension Worksheet for ponds A&B
1 Supporting Information for Ponds A & B
1 Grading Plan

These are Transmitted : For Approval For Your Information For Review & Approval
M As Requested By: Ian McMillian
REMARKS:
Signed:
0 C T 1 02006 fi
uF OW -
Phone:[phone] Far.2089730.8214 Address:110 West 1st Agr9ft, uixe: ,<Easley. SC
Project No. DWQ d c. - 12.58 (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management 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):t c? 1
Project Name : _(,ou1g'S of 5. GJ?NS7ar?•G?j/a! LNG [t?i?lS t.I9ta? fs f t?
Contact Person: 1FA-rAse.K R 1Vet5 PG Phone Number: ($64 ) LI t• `o7 %
For projects with multiple basins, specify which basin this worksheet applies to: Ao4Z>'f)"
Basin Bottom Elevation Igo ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 795 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 71(p.8 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area 211 L Z 3 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 1&. ac. (on-site and off-site drainage to the basin)
Impervious Area I Z • 0 Io ac. (on-site and off-site drainage to the basin)
vtl 592-
Permanent Pool Volume cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 44,04 cu. ft. (volume detained on top of the permanent pool)
Forebay Volume 0 cu. ft.
SA/DA used (surface area to drainage area ratio)
Diameter of Orifice 2•s in. (draw down orifice diameter)
Laak
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
?04- The temporary pool controls runoff from the 1 inch storm event.
"e__ The basin length to width ratio is greater than 3:1.
?rt• The basin side slopes are no steeper than 3:1.
Pte- A submerged and vegetated perimeter shelf at less than 6:1 is provided.
-- Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin. *Pe
PML The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet). >WA? bo ?A0*1„
Ate- The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
Access is provided for maintenance. co 1064 "rSS
N/?k A minimum 30-foot vegetative filter is provided at the outlet. DC51 04,
?iMIL A site specific operation and maintenance (O&M) plan is provided.
??It- A vegetation management/mowing schedule is provided in the O&M plan.
1-- Semi-annual inspections are specified in the O&M plan.
fei_ A debris check is specified in the O&M plan to be performed after every storm event.
Pte, A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated in the O&M plan.
FORM SWGI00 09/97 Page I of 1
POND "A"
NCDENR DWO WET DETENTION BASIN CALCULATIONS
Project Name: Lowes of S. Winston Salem
Project No.:
Date: 8/8/2006
BASIN INFORMATION
TOTAL AREA DRAINING TO POND (DA)= 701,470 SF = 16.10 AC
IMPERVIOUS SURFACES DRAINING TO POND = 525,357 SF
DRAINAGE AREA PERCENT IMPERVIOUS MIMP) = 74.9%
NORMAL POOL SURFACE AREA REQUIREMENTS
(Based on 90% TSS Removal Chart, 30-FT Vegetated Filter NOT REQUIRED)
POND DEPTH = 7 FT
SA/DA % = 3.14 (FROM CHART)
SURFACE AREA REQUIRED = 22,026 SF
SURFACE AREA PROVIDED = 22,180 SF @ ELEVATION 795 FMSL
Therefore, Normal Pool surface area is ADEQUATE
1 of 3
POND "A"
POND AND FOREBAY VOLUMES BELOW NORMAL POOL
POND VOLUME
Contour Incremental Cumulative
Elevation Area Volume Volume
(FT) (SF) (CF) (CF)
Bottom Elevation 788 4416 0 0
789 5413 4914.5 4914.5
790 6504 5958.5 10873
791 7668 7086 17959
792 8902 8285 26244
793, 10205 9554 35798
793.33 10655 3442 39239
794 13023 7932.13 47172
Normal Pool Elev. 795 16120 14571.5 61743
FOREBAY VOLUME
Contour Incremental Cumulative
Elevation Area Volume Volume
(FT) (SF) (CF) (CF)
Bottom Elevation 789 652 0 0
790 1088 870 870
791 1662 1375 2245
792 2400 2031 4276
793 3290 2845 7121
794 4331 3811 10932
Normal Pool Elev. 795 5503 4917 15849
FOREBAY VOLUME MUST REPRESENT 20% OF TOTAL NORMAL POOL VOLUME.
FOREBAY VOLUME REQUIRED (WITHIN +l- 2%) = 0.2 x (POND VOL. + FOREBAY VOL.)
13966 TO 17070 CF
FOREBAY VOLUME PROVIDED = 15849 CF
FOREBAY VOLUME REPRESENTS 20.4% OF NORMAL POOL VOLUME
2 of 3
POND "A"
REOUIRED STORAGE VOLUME TO TREAT FIRST 1-INCH OF RUNOFF
(Based on Schueler Method)
R = 0.05 + 0.009 x %IMP
= 0.05 + 0.009 x 74.9%
= 0.724
VOLUME REQ. = 0'712) x R x DA
= (1'712) x 0.724 x 701,470
= 42,325 CF
VOL. PROVIDED = 44,044 CF (& ELEVATION 796.8
Therefore, storage volume is ADEQUATE
FIRST 1-INCH STORAGE AND RELEASE
Contour Incremental Cumulative *Outflow Release
Elevation Area Volume Volume Rate Time
(FT) (SF) (CF) (CF) (CFS) MRS)
Normal Pool Elev. 795 22180 0 0 0 0
796 24705 23443 23443 0.164 39.7
Temp. Pool Elev. 796.8 26799 20602 44044 0.220 26.0
FIRST 1" OF RUNOFF RELEASED IN 65.7 HOURS
2.7 DAYS
ORIFICE DIAMETER = 2.5 INCHES
3 of 3
Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management 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.
I. PROJECT INFORMATION (please complete the following information):
Project Name : L-604 dl- "-* 4A X?K C 'S CMW I WO*-4 MA"At 410T•1
J
Contact Person: 147RuK IL111+itlJS PC- Phone Number: W ) M 0(2012
For projects with multiple basins, specify which basin this worksheet applies to: ? 016"
Basin Bottom Elevation all ft. (average elevation of the floor of the basin)
Permanent Pool Elevation "V ft.? (elevation of the orifice invert out)
Temporary Pool Elevation qq'}. Z ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area 3 2S sq. ft. (water surface area at permanent pool elevation)
Drainage Area 1 `E'. `1 ac. (on-site and off-site drainage to the basin)
Impervious Area 11.0-3 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume 3014(8 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 78'5T cu. ft. (volume detained on top of the permanent pool)
Forebay Volume cu. ft.
SA/DA used (surface area to drainage area ratio)
Diameter of Orifice 3 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. I fa requirement has not been met, attach an explanation of
why.
Applicants Initials
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
?e fL? The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
'Po- Vegetation to the permanent pool elevation is specified.
P2 An emergency drain is provided to drain the basin. k d C
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
?.Jl . The temporary pool draws down in 2 to 5 days.
VAA- The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool. ao?g3
wk- Access is provided for maintenance. Q
A, A minimum 30-foot vegetative filter is provided at the outlet. fo df•
('J-. A site specific operation and maintenance (O&M) plan is provided.
?Wk- A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
94- A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1
POND "B"
NCDENR DWQ STORMWATER MANAGEMENT CALCULATIONS
Project Name: Lowes of S. Winston Salem
PEI Project No.: 06131.PE
Date: 6/13/2006
BASIN INFORMATION
TOTAL AREA DRAINING TO POND (DA)= 649,198SF = 14.90 AC
IMPERVIOUS SURFACES DRAINING TO POND = 480,613 SF
DRAINAGE AREA PERCENT IMPERVIOUS (%IMP) = 74.0%
NORMAL POOL SURFACE AREA REQUIREMENTS
(Based on 90% TSS Removal Chart, 30-FT Vegetated Filter NOT REQUIRED)
POND DEPTH = 5 FT
SA/DA % = 5.28; (FROM CHART)
SURFACE AREA REQUIRED = 34,278 SF
SURFACE AREA PROVIDED = 34,912 SF @ ELEVATION 796 FMSL
Therefore, Normal Pool surface area is ADEQUATE
1 of 3
POND "B"
POND AND FOREBAY VOLUMES BELOW NORMAL POOL
POND VOLUME
Contour Incremental Cumulative
Elevation Area Volume Volume
(FT) (SF) (CF) (CF)
Bottom Elevation 791 6561 0 0
792 9275 7918 7918
793 12076 10675.5 18593.5
794 14943 13509.5 32103
794.33 15913 5091.24 37194.24
795 21717 12606 49800
Normal Pool Elev. 796 28540 25129 74929
FOREBAY VOLUME
Contour Incremental Cumulative
Elevation Area Volume Volume
(FT) (SF) (CF) (CF)
Bottom Elevation 791 2137 " 0 0
792 2717 2427 2427
793 3365 3041 5468
794 4081 3723 9191
795 4864 4473 13664
Normal Pool Elev. 796 5714> 5289 18953
FOREBAY VOLUME MUST REPRESENT 20% OF TOTAL NORMAL POOL VOLUME.
FOREBAY VOLUME REQUIRED (WITHIN +/- 2%) = 0.2 x (POND VOL. + FOREBAY VOL.)
16899 TO 20654 CF
FOREBAY VOLUME PROVIDED = 18953 CF
FOREBAY VOLUME REPRESENTS 20.2% OF NORMAL POOL VOLUME
2of3
POND "B"
REQUIRED STORAGE VOLUME TO TREAT FIRST 1-INCH OF RUNOFF
(Based on Schueler Method)
R = 0.05 + 0.009 x %IMP
= 0.05 + 0.009 x 74.0%
= 0.716
VOLUME REQ. = 0'712) x R x DA
= 0'712) x 0.716 x 649,198
= 38,751 CF
VOL. PROVIDED = 44,751 CF Q ELEVATION 797.2
Therefore, storage volume is ADEQUATE
FIRST 1-INCH STORAGE AND RELEASE
Normal Pool Elev
Temp. Pool Elev

Contour Incremental Cumulative *Outflow Release
Elevation Area Volume Volume Rate Time
(FT) (SF) (CF) (CF) (CFS) (H RS)
796 34912 0 0 0 0
797 38879 36896 36896 0.164 62.4
797.2 39674 7855 44751 0.180 12.1
FIRST 1" OF RUNOFF RELEASED IN 74.6 HOURS
3.1 DAYS
ORIFICE DIAMETER =5 INCHES
3 of 3

Detailsi
Project Number',
*Project Name:
Industrial ICommercial/Business
Project Desc: ICommercial Development
*Owner: Lowes Company Clear I Details... j
*Received From: Applicant After the Fact COE ID: *Primary County Forsyth - - - l
DOTTIP: ! *Admin Region: Winston-Salem ?J
Received Dt: 11105!1999 - Courtesy Copy I Involves public land Reviewer: jennifer.frye J
Issued Dt* 07114!2000 i NEPA I SEPA required
*$econdary QountY_? Ad?
Statutory Dt: 09!1112000 r EEP Stale Clear. finalized
FCAMA NEPAISEPAReceived Dt -
DCM Office: w SW Plan Received Dt I - --I
COE Office: COE Raleigh Regulatory Fi_.. - SW Plan Approved Dt: Public Notice Published Dt:
Last Updated By: walt.scheper SW Plan Location: Public Notice Received Dt
Last Updated On: 06!2412005 Sewage Disposal: -
P.N. Comment Period Ends Dt
Finish Cancel

?q - i akuI ? V-1S ?cx?U??

Detailsl Details2 Permits and Carts Cross Refs P,
Project Number: 19991207 Version: 1 Status: Issued Last ActionDesc: Projectissued Save
Project Name: Lowes Co, Inc Project Type: Industrial / Commercial 10usine s PrimaryCounty: Forsyth
Location: Smith Creek
Map Decimal DD:MM:SS Accuracy. Unknown ?j
Latitude: 36 107223 136,06 26 Method: Unknown
_ _ .:ten
Longitude 80.1.04445- J 8006,1113 _J Datum: Unknown
ouwaarn__? ryanie _ I _ auearrr muex I?rassnica_uurtunna_mea i- ----
4 Smith Creek 12-94-12-2-1 WS-III Add _ J
Prior Project History: F_
Future Project Plans:
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Project Number: 19991207 Version: 1 Status: Issued Last ActionDesc: Projectissued Save j
Project Name: Lowes Co, Inc Project Type: Industrial! Commercial! Busines PrimaryCounty: Forsyth
General
_ ...'Type _ Number jBtatutoryDate, Issued Date
401 General G00003108 09!11!2000 07114/2000 _I
404 Nationwide,NW26 - Add
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Project Number: 19991207 Version: 1 Status: Issued Last Action Desc: Project issued Save
Project Name: Lowes Co, Inc Project Type: Industrial/ Commercial) Busines PrimaryCounty: Forsyth
Vetland Site:
'Site# `Impact Type Perm. Regst.(a...Appr(acr.,.-Flood ...-- Subbasin Dist. near ] _-wetland Type LastU.,ILast._; --
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mpacts ' Mitigations I Fees A ffiliations Events Inspections Commen ts History
Detailsl Details2 Perm its and Certs Cross Refs '

Project Number: 19991207
Version: 1 Status: Issued
Last Action Desc. Project issued Save I
Project Name: LowesCo,Inc Project Type: Industrial/ Commercial lBusinea PrimaryCounty: Forsyth
CO
fete App - Aaamonai imo requesiea i in 1rt 999 R11 Wetland Converted Ev...
tion sent to Region 03 11212 311 R11 Wetland Converted Ev...
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issued 0711412000 _ R11 Wetland Converted Ev...
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Im acts MId adons` `Fees AAllladcns% Events,' Inspect ons i Oomments L History
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Project Number 1119991207 Version. ;1 Status: jlssued LestAcbonDesc : Projectissued i Save
Project Name; Lowes Co, Inc --` 'Proj ect Type( In
' dustrial! Commercial! Business -
Project Desc: Commercial Development
'Owner. Lower Company Olear Details...
_.
'Received From: Applicant ?J After the Fact COE ID; -Primary County Forsyth
DOTTIP: 'Adman Region ; Winston-Salem
Received Dt }1110511999 - Courtesy Copy J Invokes public land Renewer jennItsr?frye`_
IssuedDt !0 711 412 0 0 0 NEPAISEPArequired
'
:
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0911112000
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' :^ CAMA NEPA! SEPA Received Dt I -
DCM Office: .?4 SW Pian Received Dt
COE Office: COE Raleigh RegulatoryFi- SW Plan Approved Ct Public Notice Published Dt
Last Updated By. alt.scheper SW Plan Location: r ? Public Notice Received Dt
Last Updated On 10912412005 Sewage Disposal P.N. Comment Period Ends Dt

_ I
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Impacts Will Feed Afilla ns L " s ns ect oral Comments Hletory
_.Detailsl Details2 _Pds?nd arts CrossRefs
1
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Project Number ;19991207 Version: 1 Status: 18sued Last Action Desc: P(ojectissueo Save
Project Name. 'Lowes Co, Inc Project Type: Industrial I Commercial I Busines PrimaryCounty:;Forsyth I
J
Location. Smith Creek
j ?iapJ Decimal DD:MM:SS Accuracy. Unknown
Latitude: 36.107223 36.06.26 - I Method`. • Unknown
Longitude: i80.104? 445 60.06.16 Datum: Unknown
Su b sin Name -? Stream Index Classiflcalfo Unnamed7..:
YAD04 _ Smith Creek 12-94-12-2-1 :WS-II-I Add
Prior Project History _
Future Project Plans;
ii) This document was sent to the printer tx?
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?w ?? Permits and Carts r s Refs --i
Project Number: 119991207 Version: 1 Status: Ussued !_.
Last ACiton Dose: gjecl Issued I SdvB- J
w._?___,__
Project Name ,Cowes Co, Inc Project Type I dustrlaIiCommercialIBuslri PnmaryCounty: !Forsyth
a _ Number Statutory Dat 'Issued Date Comments:
General 401 General G_00003108 09!1112000 0711412000
404 Nationwlde I
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~
• NS vis o RE PRE-BID SET POST BID SET
~ y" O ISSUE DATE O ISSUE DATE
{3D cm) DATE DESCRIPTION
07-07-06 80°G CONIES
N
i SIDESLOPE L SID[SLDPE J 8' 10 ' yl SICthOp 10 ~ ~ Q' LO ' _ fl. 79680' ~ 1-IACM SIDRAGE ~ ~ . _ t-1N:n STORAGE TTT o ' 1 sIDESLaPE 10 ~~_g" \ 156cm 07.14-06 E & C PERMITTING ~ I EL. 79720' 2 - - - •-t' t- / / -I "
_ NORMAL ~L ELEV ~ ~ _ NC~wq~~Q~ ~ ' ~S,i.~ _~RwA'k ~L~LF=V ~ - 08.25-06 BID SUBMITTAL POAD pOTTOM EL. 79L0'
F R AY 7 9. P01.? ppiT(H EL. 780.0' PCRE BAY E'_ 791U CI E S EL. 8 0 ~6d SIDESLOP ~l SIDCSLOPE 6~1 S::fSrtlvE I Asa smESLOPE 6n s]°ESLOPE V fi" ~ 08 22-08 CITY SUBMITTAL RED TOP GRASS SCED \ \ \
RED TDP GRASS SEED I ALDNG LITTEAA~ Uti LF ALONG LITTORAL SHELF ~ (15 cm) cARGasITS ALDA> 4 08.28-06 0 CITY SUBMITTAL J
(ARGGS:TS AL wA) _ - F R SURFACE AREA SURFA SURFACE AREA SURFACE AREA FORE BAY FORE BAY ) S
S;:R•ACE AREA SURFAC: AREA FORE BAY G C NaY NORMAL POOL FOND DEPT}1 I' STORAGE REgUiRED PR( NORMAL POOL POND DEP1N I' STORAGE RE9VIREO PRQ~(~ VOLUME RE0 VOL~ui; PROVIDED ELEVATION (FT) ELEVATION ,SF) ELEVATION (FT) ELEVATIOA ~S•) (CF) C) I RE RED PRO`A ED VOLU E REG. VOLUME PROVIDED i~' ; , ; ;;;,;;i<;.:; 10-03-06 ®CITY SWM RESUBMII°fAl +
195.0 1.0 796.9 22,028 22 "s: 15,518 15,949 196-0 5.0 797.2 34,278 3~ 34 912 18,777 18,95) . . + + + + + + + + • + + ° + + ` + + 34.278 + + + + ~ + + +
I POND'B' CROSSSECTIf + + + + 3B _ ND'B' CROSSSECTION r, ^ \ \
POND "A" CROSS•SECTIO!~ wor ro su.t Nor to sc~ .-1 wor ro su.t
GALVANIZCD BAR GRATING 1' x 1/B' BENiING BARS. GALVANIZCD 7AR CiGTING 1' x 1. FASTEN WITN J-CLIPS, ATTACH i !ED 7AR r,RAnNG r x t/e' >IEARU+G sARS• . VITN J-CLIPS, ATTACH TD A 11/4' x 1 I/4' x l/4'
FASTEN W.TH J-CLIPS, ATTACH iC A I/Y x 1 V4' x 1/4' GALVANIZCD ANGLE FRAd. NOR1 GALVANIZCD ANGLE FRAME. NDRTCA FAANE i0 TOP OF I, DUTLET STRUCTURE OUTLET STRUCTURE !CD ANGLE FRAY. MORTOR FRAME TD TOP DF 311 iiRUCTLRE i (7.5Cm)
_ •
' 3' S . 40 PVC [UrIET tS' SCH, 40 PVC CUILET i •
i l' STDRAGC ELEVATON = 796.8 eS 1" S AGE ELCVATIDN • 197.2 4;4 5
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CONCRETE BOX b r
NOTE; FCR MAINTENANCE EFFORTS OR IN CASE ~/~+rALLA
NOTE: FOR uArNTFNANCE EFFORTS OR IN CA51_ I NOTE: FO F EuEACENCY. i CRUWAIER STORED BELOW I 6' EXTENDED BASE (W EMERf ~ 6' EXTENDED DASE O PERNANEI PERNANEST PGp~ SnALI EiE PUUPEC. pF EMERGENCY, STORNWATER STARED BELOW ~/DN NPeD. / V J ALL BE PU PE I P RNANENT POOL SH SL Q E FOR
;i
POND "A" OUTLET STRUCTURE DETAIL ~ POND "B"OUTLET STRUCTURE DETAIL i Nor ro sup RE DETAIL J. PREPARESOILBEfORE/NSlALL/NGBLANXETS, /NCLUDINGANYNECESSARYAPPLICATIONOfLIME, fERTIIIZER,ANDSEED.
NOi TO SCAU: I I NOTE.'WHFJVUSINGCEIL-OSEEDDONOTSEEDPREPAREDAREA CELL•0-SEED MUST BE INSTALLEDWITHPAPERSIDEDOWN.
ID.o' Bo•a EGINAT THE TOP OF THESLOPEBYANCHORING THEBLANKETlNA 6' (JScm) WIDE TRENCH WJTHAPPROXlMATELY 1?'(30rmJ 10.0' 2 B Of BLANKET EXTENDED BEYOND THE UP-SLOPEPORTION OF THE TRENCH ANCHOR THEBLANKETWITNAROW Of ENCH
20.0' EL. 795.00' EL 8000 EL. 796.00' ' ~ STAPLES/STAKESAPPROX/AMATELY 11' (30anJAPARTlN THEBOTTOM Of THE TRENCH. BACKF/LL AND COMPACT TNT OVER SEED EL 8000
i EL 800.00 0•J~ EL. 794.70' L5' EL. 79870' D.r 9 70• AF7ERSTAPLlNG. APPLYSEEDTOCOMPACTEOSOILANDfOLDREMAINlNG12"(30anJPORTIONOFTHEBLANKE XIMAla:LYJ?" EL75 U AND COMPACTED SO/L SECURE BLANKET OVER COMPACTED SOIL W/THA ROW OFSTAPLES/STAKES SPACEDAPPRO
L.5' EL. 798Sa FILTER (30cm)APART-ACROSSTHEW107HOFTNEBLANKE7. LL WITHTHEAPPROPRW7P J FlLTER FABRI 6' THICJ( CLASS 'B' R1P- 3. ROLL THEBLANI~TS (A.f DOWNOR (B.J HORIZONTALLYACROSS THE SLOPE BLANKETS WILL UNRO wJ
F[UER FAHRI 6' THICK CLASS 'B' RIP-R FILTCR FABRIC FILTER FABRI 6' THICK CLASS 'H' RIP-R fi' THICK CLASS B' RIP-R SIDEAGAINST TNESOIL SURFAOE. ALL BLANKETS MUST BESECURELYfASTENED TO SOIL SURfACEBYPiAC/NG STAPLES/STAKES v.;
POND"8"fOREBAYRIP•RAP INAPPROPR/ATELOCATIONSASSHOWNINTHESTAPLEPATTERNGUIDE. WHEN USING OPTIONAL DOT SYSTEM,STAPLES/STAKES ~ O~ 1Y NDT To scuE SHOULDBEPLACEDTHROUGHEACHOF7HECOLOREDDOTSCORRESPONOINGTOTHEAPPROPRIATESTAPLEPATT
POND "A" EMERGENCY SPILLWAY POND "A" FOREBAY RIP•RAP POND'B" EMERGENCY SPILLWAY NOT TO SC.LLf HOT 10 SCALE Nor To scAfc P OXlMATF1Y?"-5' Scm-12.5cmJOVERLAPDEPENDINGON ~ a oho M ~ 4. TNEL:OGESCf PARALLEL BLANKETS MUSTBE STAPLED WlTHAP R OF THE OVERLAPPING BLANKET (BLANKET BEING ~ ~ N M N
BLANKETTI'PE, TOENSUREPROPERSEAMA!IGNMENT,PLACETNEEOGE D FAM STITCH ON TEH PREVIOUSL Y/NSTALLED BLANKET. ~ ~ V n Ep INSTALLEDGWTOPJEVENWITHT~IECOLORE S
I(ETSSPLICEDDOWNTHESLOPEMUSTBEPLACEDENDOVEREND(SHINGLESTYLE)WITNANAPPROXIAMTE ~ Q z ~p ~ 5. CONSECUTIVEBLAIY
3' 7.5cm OVERLAP. STAPLE THROUGH OVERLAPPEDAREA, APPROXIMATELY 11"(3acmJ APART ACROSS ENTIRE BLANKET WIDTtL 0? m G ~ ( l ~ . 4sOth ~ ~ 4i'~M
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INLET ZONE 38x OF SURFACE AREA NOTf,• INLOOSESOII CONDlI70NS, 7NE USE OFSTAPLEOR STAKELENGTTIS GREATER ~ YTOPROPERLYANCHORTHEBLANKETS. THANB"(JScmJMATBENECESSAR ~
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~ of suAFACE AREA Y'~ . T a" PLASTIC SLOPE ~'1" • ' 1, DRIVE 5' STEEL POST AT LEAS 2 TOP ~ ~ ~ ' ~ ~~:r. ~ f.5'MIN
u TED a.,..~,: T SOLID GROUND, CORR GA : ' . IN 0 tiyr,., T_ _ LOWE'S HOME CENTERS INC.
OE SLOPE F TAPLES 1' APART HORIZONTLLY P/PE T ~ {y 2, USES I
/ ~ X AND VERTICALLY TO ATTACH THE I - ~ d 1605 CURTIS BRIDGE RD.
~ FILTER FABRIC TO THE WIRE FENCE. ~ STAB/L/ZEOUTLET - - I I ~ ! . - - I I- WILKESBORO NC 26697 _ -
\ 3. SPACE THE BAFFLES ACCORDING TO - INLET .F.~ Q~-~ x THE APPROVED PLAN, ~7~~/ I -1NLET - - ~ 336.656.4400 (V) 336,658.3257 {F)
-
~ 4, THE FLOOR OF THE BASIN IN THE - ~ o OUTLET ZONE AND BERMS SHOUID ~ q ~ s ~I /T ~ THIS DRAWING IS THE PRGPERiY 0FL0~"IE'S ~F 7 I HOME CENTERS, INC. ANY USE OR REPRODUCTION
~ . PLASTIC BE SEEDED IMMEDIATELLY AFTER f C, 30 i 1NVMOLEORPARTISPROHIBITEDWITHWTTHE „ B PIPE BARREL E~caRESSeDwRmENCCNSENroFLOwE~sNa+E
i THE BASIN IS CONSTRUCTED. CORRUGATED - 8 CENTERS, WC. COPYPoGriT2003 ALL RIGHTS RESERVED
RTN X PIPE - SFRM ~
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~ NATURAL ~ , ' (n'P )W ' • ~ 1.5'M1N 3.'7 6 • - T
GROUND ~ 9'M/N. • ~ s' STEEL POST T_~-,--r-~-,- , , a, . • ' ; '4 . ' ~ 4 ~4 FRONT
' 4'M!N -III-I I I- ~ ~ ~ a 4 DlI/ERS/ON FACEONLY _ Ilil=
F W Y LEVEL SECT/D CHANNEL I I ~i4 AT 12" BW EF ALL WALLS IIII 11,3"
e z e TRENCH 3/4"WASHED STONE DASHED STONE
BACxTiLL aNO couaACT PROFILE FENCE AND FABRIC PROI/IDESED/MENTSUMP MENTSUMP H
BURIED IN TRENCH ATALL UPSTREAMINLETS EAM INLETS
I-II III o 9"
~1 =1~ ' I~~ ~ r .1111 II
_ _ 8 1 tl - I ^ I t
3.0 _IIl_ 11 Itil^ tl
(NDT TD SCALE) s I #4 AT 12" BW
811
• •
sECT~oN LEl/A TION E
Q~
Z a m ~
W W Y
W ,J ~
PE 3:1 SLOPE 1 1 2:1 SLOPE 2.1 SL.O Z Q AFL SCOPES Q
~ ~ ~ U ~ N W
mow. ~ ~ A B A B = H R C A B f J w c~ D ..i Z g
~ ~ ~ ~ ~ ~ }
r ~ rte. N ~ ~ ~ ~ .1 w ~ 3 518" 2'-7" 6'-11" 3'•9" 8'-4" 5'-0" 111,311 71-6.. lei r ^ O !A
~ 12 -24 3 -3 V / z ~T ~ cs~ Cya 1 n , u , n , n 1 u ~ >
EXISTING PIPE ~ ~ „ 411 2'-11" 7'-9" 4-2 9-3 5-6 12.6 8-3 W Z Q 27 3 -6 Z Z ~
3/4"WASHED STONE J o w 11 ~ 11 1 11 4'-6~I 10'-2" 6'-0" 13'-OBI 8~-011 O W
~ O E ~ ~ 30" 3 -9 4112 3-3 8 -6 Q ~ ~ U ~ J ~
STONE TO 2.•~ ~ I ~ ~ ~ 11 " 5112" 3'-11" 10'-1" 5'-3" 12'-011 7'_01, 161-1" 10'-6" ~l. Q ~ ~ ~ 36 4 3
, TOTALL YENCLOSE ~ FLOw ~ T ~ C~ ~ 11 1 1 1 II ~ Z O ~ O
P/PEENTRANCE ~ O,o 4'-9" 6 318" 4'-T' 11'-6" 6'-0" 13'-10" 8-0 18.5 12-0 Y o e, 42 Q Q Z o
~ F 5'-611 9'-0" 20'•8" 13'-5" ~ ~ @' ~ 48" 5'-3" 6112" 5'-1" 12'-11" 6'•9" 1 W z
0 ~ ~ ~ ~ „ 11 1 " w ~ 17'-3" 10'-0" 23'-0" 15'-0" 0 ~ ~
w ~ ~ 54 fi 314 6 314 5-8 14-4 7-6 Z
~ ~ ~ 1 11 ~ - ~ Q Q ~ ` ~ „ 6,-3„ 7N 6'-2N 151.9n . gl-3" 18'-11" 111.0" 25'-311 1 C -C J / n ~ VY ~ V/J~ a
sECrioN USEDOZER TRACKS TO CREATE ~ ~ ~ ~ ~ ~
GROOVES PERPENDICULAR TO THE a~111Ni11 ORIGINAL
SLOPE. GROOI/ES WILL CATCH SEED, d~A~ ISSUE DATE; 12/11101
FERTILIZER, MULCH, RAINFALL AND ~ ~ ~ ;y~'' ~y4~~4``~~,°°,,~~J]~~qq ~1~~~r~+~, PERMIT SET qw~" n a$t°°"~(J QA eF ~R,i,B ~ ISSUE DATE:
DEGREASE' RUNOFF.
TE HEADWALL ~ = CONSTRUCTION SET CED GONCRE ~ ~ RE/NFOR
A/p~`/QI.~Fi4 lll/l FT PR TF , ~ ~ ISSUE DATE:
(NOT TO SCALE) a, DRAWING NUMBER; y~~: ~1r
b
TRACKING DETAIL 4 IL
(NOT TO SCALE) C¦

• • •
REVISIONS
STORM DRAINAGE: POND B ~ - PRE-BIDSET POST BID SET , i ! ~ ~ , ISSUE DATE ~ ISSUE DATE ~ i,,
from Inlet To Inbt Lenpdt Ina. Mn Tol Aree 'C' In1on*ry Totnl Flo" ilpe Flew ilpn qce AI*pe Inv. Up Inv. On Rim ~ ~ ~ m) fKl pc) C (cR (ch pn ml 0) , I DATE DESCRIPTION
CI 11 DUTFhLL /6 0.17 9.75 0.% 560 4197 196.67 54 1.00 192.56 192.10 817.50 ~ ~ - CI10 CI 11 111 024 5.69 0.% 6.00 2985 197.06 J6 8.78 BOLB6 791.5fi 813.50 ' „ ~I , ¦
G9 C110 3T 0,09 5.15 0.% fi.W 28.01 66.69 J6 1.00 802.23 BO1.86 87J.50 ? ' ~ ' G B CI9 T4 011 5.36 0.% 6.10 21.87 41.01 70 1.00 803.17 80217 BOA.10 q6 CIA 106 OJ9 S.OB 0,85 6.30 26.99 61,61 70 1.26 806.48 803.50 817.50 , ' ~ 4 ~ 2-06.06 CITY W8 SUBMITTAL , ~ . I ° ;
GS CIfi iB1 739 1.89 0.% 640 26.61 41.01 70 1.00 808,19 806.48 817.50 CI/ CIS 66 0.14 150 0.% 6.50 1J.84 41,01 JO 1.00 808.95 BOB.29 811.50 - ~ - 3-06-06 CITY WS SUBMITTAL
CI3 CI/ B2 090 2.76 O,BS 6,60 7726 22,62 11 100_ 809.71 808.95 817,50 ' CI3 73 0.77 1.46 0.85 6,70 8.70 10.50 1A 100 810.50 809.77 817.50 ~ ~ : - _ - CI 1 I ~ - - 1 4-03.06 REVISED PER SWAT ~ ~ r
CI1 CI2 125 0.13 0.17 0.85 6.90 4.16 fi.46 15 1.00 817.15 810.50 816.00 q to CI1 1fi7 0.85 15 1.00 81J./1 .811.75 816,00 - .6 68,69 36 1.00 793.51 191.58 813.50 X836 186 _ - - ~ ' - , ~ 4.17-06 REVISED PER SWM
CI20 _ _CI 21 /p 0.26 3.09 0,85 5~10~ 76.89 11.01 30 100 7%.99 793.61 81125 ~ ~ ~ ~ MH 19 CI 20 90 0.00 1.03 0.00 5.80 14.71 22.61 21 100 7%.39 795.99 BOB.50 - - y ~ _ 1. ~-_i ~ -
CI 11 MH 19 JO 0.14 157 0.85 fi.80 1J.12 2162 S/ 1.00 79119 796.89 , 80970 ~ - _ ~ ~ ~~83 CI 16 CI M 20 0.75 2.16 0.86 fi.50 11.59 22.62 14 1.00 797.39 197.19 809.70 - 2 CI 18 CI16 96 0.31 1.93 0.% 6.60 1161 12.61 21 1.00 798.15 797.79 809J0 ~ - S-01-06 CITY WS SUBMITTAL , a
CI1B MH 19 J1 _ 0.17 _0.70 0.% 6.60 LB{ 21.58 15 18.71 803.09 796,89 BOp.BO CI 17 CI 78 56 0.13 0.13 0.% fi.90 0.85 666 15 100 803.65 807.09 808.90 +p' SIDE SE'f SACK 820 ~•i'__ 6-01-06 CITY WS SUBMITTAL ; ,
CI 13 CI 14 1T} 0.13 821 0.% fi.50 1.70 17.37 15 4 26 80/.73 797.19 810.20 ` - - - 1 CI 12 CI 13 72 0.08 0.08 0.% fi.90 0.51 666 15 1.OD 805.05 BOI.l7 810 30 8 - r' -
CI42 CI 15 95 0.63 1,68 0.% fi.70 9.46 10.60 18 1.00 1%.20 79826.807.00 _ CI41 CI42 72 0.54 1,OJ 0.90 6.80 6.J2 686 15 1.00 800.11 79920 805.50 ~ , 2 i CI40 CI41 106 0,49 069 8.90 6.90 3.03 666 15 1.00 800.35 800.11 8M.60 - ' " 0 5 ~ ~'I " - ~ UT
~ ~ ~ V' ~ - - - - - _ _ n ~ _ _ 8.14-06 DWQ T B "T-
STORM_DRAINAGE. POND A - - - m i ' ; , (fiom Inlet To Inkl Lmplh IrKr. Aru Tot Ane 'C Flten~ry ToLLI Flow Plpe Flow Plpo Sln Slape lor. W Inr. Dn ~ Po - - .a~aar-~: ac- ~ aria
V CI21 WIFALL 74 0.18 1446 0.% 8.10 79,52 11785 48 1.00 79167 789.89 801.50 ~ ~ ~ ~F ~ ~ ' M os- ~ 1
CI23 CI22 31 175 _ 5.23 0.% 6.10 3040_ 105 i8 24 21.97 198.11 791.47 807.50 _ ~ - ~ - % ' Q GB 24 CI 2J 287 i.fit 3.18 0.95 6.30 20.71 2162 24 1.00 802.18 IB9.21 817.70 ~ ~ ~ ~ - CB 16 CB 24 81 1.61 1.88 O.AS 8.30 11.17 12,82 11 1.00 902.79 802.18 B1 ].70 'd °J~ 0 828 00 ~ „ r-
59 8.18 15 1.00 802.89 807.78 807,80 ~nf ~ ~ ~ / CI 18 CB 15 210 0.11 0.24 O,BS 7.00 1 P 7 C127 CI 26 36 0.11 0.f1 0.85 7.20 O.AJ 616 15 100 905.35 80199 807.60 ~ ~ ~ ~ " ' _ 8 0 9 3
CI 18 GI 22 307 OID 806 0.95 6.60 5192 14365 48 1.00 79366 79147 %750 ~ t~ ~j~ - ~ ~ ' 71 1,84 LBb 0.05 L20 11.28 31.% 15 1134 _80125 78318 %1.50 "Re q29 CI 18 - -t---- - ~ ~ p - a' , SEWER LINE SEMENT ~ ~ ~ ~ ~
MH JO CI 20 78 0.00 7,94 O.OD 8,10 41.81 14984 48 1,00 194.22 79348 802.10 ~ I.~?~ tt~ ~ ~ ' 147.06 18 1.00 791,60 iW17 801.60 ` ~ - a CI71 MH 80 28 0,30 L71 0.85 A~70 42.08 ~ ' I`.. CI17 q 71 72 0.28 465 0.96 8.90 M.71 88,88 78 1.00 78181 iW 50 801.50 ~ ~ ~ ' k' i~ D r ~ i
. ~y - V CI72_ CI 71 40 0.27 7.59_ 0,95 8_BO 15_95 10545 78 2.50 7YSb0 794.50 :-801,50 ~ " 14.78 31.05 24 7.27 797.54 78550 804.60 ~ ~ 1 ~ ~ CI JJ CI 32 90 0.51 132 0,90 890 ~ ~ ~ \ /
CI 91 CI J3 B5 0,32 175 080 7.00 11.04 22.82 24 1.00 7%./9 79]51 80/80 ~q. _ - 9,01 10.50 18 1.00 7%.86 ~ 799.48 804-BO Ay - - ~ ~ CI 35 CI 34 16 028 16] 0.90 7.00 ,.t p.. I ° ~ ~ ',1 ~ 'J ~ N ~
0 90 710 7 48 1050 19 1.00 799 77 798 fi5 804.80 ~.7 ` \ CI36 GI 35 88 0.23 1.17 ~ ~ ~ - CI37 CI38 18 0.29 0.84 0.90 1.10 _ 6_02- 8.48 15 1.00 _ 7%_.51 199.93 BO4.80 ~ ` ~0 ~ C ' I a I. ores ~C p~N~
CI38 CI77 8B _ 0.29 _0.71 0.90 1.20 6.80 B./B 15 1.00 800 19 _ 798.51 904.80 CI 99 16 062 0.42 0.90 7.10 1.74 8.18 15 100 900.75 800.19 90d 80 ~,h l~ C199 0 ~~N I . ~C ~N000 C fly c rn C c0 ~ T
CI44 CI 4J 99 0,04 1.17 0.95 8.90 17.08 89.71 78 1.79 7%.50 794.82 801.50 /o` ! - 7 ~ 1 _ 6.90 22.99 46.73 24 4.11 799.00 795.50 904.00 v 15•L,F ~F I 4.17 O.IO _ ~ \ , DCI45- CI44 82 2.40 ~ L,_, 0146 DC145 777 _O.JB 1.73 0.% 1.20 11,78 17.75 16 381 _811.88 788.00 8'4.25 , IIN + ~ f3 ~ O V ~ 1
CB 47 CI48 81 1,77 1.37 0.% 7.10 962 8.48 15 100 811.89 81188 B 5,80 ~ ~ ~ ~ ~ ~ ' ~ " ~1 BCIB ~ I a ~ ~ ~ ~ ~ - V 1'• • N BOTT S ~ ~ . oo
``.~17[~~ ~ ~ h i ~11 ~ C N~ yd'O~ CULVE ~ ~ see a ,~c e u r I
N , ace BY ON ~ c~ BUILDING TO ~ W
I. • i ,,I ; 1 p; . BE REMOVED
a . 817- j , ~~ee ~ ~ -
z ~ ~ 1
IB~~ ~ ~ ~ J`, I t N ~~i ~ 0 iJ ` ' I
I p ~ r ~1 A~; ~ 817. ~ a~- ~ 'V
EXISTING GRADES 1a~~oF ~ ~ 'I ~ 0~~ 52: _ , I 1
DnF ~ ~ _ - _ `I~ 1 1'I ~ ~ I ~ o ~ r ~ , , _
PROPOSED GRADES 3030 - - I,: I II ~i I O ill ~ ~ ~ I ~ - - ~ e
c ~ x ~ ` "~`.l~ p /r r ~ `ICI
WAL•MART CONTOUR 3030 ' .a ~ •r, ~ _ ~ d GRA S j INY. 810.5 ~1 _ ~ 0~ ~ O _ ~ ~
j t ~ ~~,.~F, _ _ ~ ill J ~I I G t0 N
~ J ~ I a SPOT ELEVATIONS ~ ' 1` Z ~COM1~
~ - ~ i r,r f I ~ ~N~M ~ xzm~
- _ _ acres ~ ~ .
STORM DRAIN PIPE - - - ~ ; _ S ~ - ~ TW 784 I ~ m p ~ BW 784 8~. ~ Q1 0 ~ r~pi M
~ ~ 9 ~1 ~ Q v' ~ I 41 M
36,61 # ` E RETAINING WALL I 81; as ' , lm dm p" H , . u - ~ 0 a Z a~
`INY 81325 39.33 260.00' _ 1 Il I LINE ~ ~ I ~ 1 ~
E NOTES I GRADING AND DRAINAG ~ ~ ~ I- r M! see a ac eo e ~ -
TIN TRUCTURES UNLESS OTHERWISE J ~ o 1. ALL EXIS G S 'I` I J o n
' ~ r 111. NOTED TO REMAIN, FENCING, TREES, 86 ETC., WITHIN _ ~ t,~; : _ ~wl a ! ¦ ~5 s ~ee w a~
E REMOVED & a... ; uT CONSTRUCTION AREA SHALL B S _ ~I; ~ ~
DISPOSED OF OFF SITE. ANY BURNING ON SITE SHALL I ~ ~ " ' ~ o ' V1 1 c a I
BE SUBJECT TO LOCAL ORDINANCES 8L LOWE S ~ ~ o ~ l T a
SPECIFICATIONS. ~ ~i a ~ a a
, a ~ o 2. ALL DRAINAGE STRUCTURES SHALL BE PRECAST. ~ _ ~ a: LOWE'S HOME CENTERS, INC. ' BUILDING TO I I
wv.ns.ls I~ ml, E REMOVED Q : 'J HWY. 268 EAST, EAST DOCK
3. ALL DRAINAGE STRUCTURES AND STORM SEWER ~ _ . - r~ ~ ~ o ~ ~ ~ I N. WILKESBORO, NC 28659
PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) v ~ ~ 06 0 1 00 06 ^
LOADING AND BE INSTALLED ACCORDINGLY. ~ LL 96 0 96 ~ ~ i 336.658.4000 336.658.3257 F I , N) t )
r, ~ ~I , tz oo. i 4. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY al ~ d I ~ ~ ~ ~ L - 1 - ' • ~ 'j I , ~F I I I I t3 ;?f;~W~~O JTfCP'- rtR G rE~
W q' , rrN COMPANIES HAVING UNDERGROUND UTILITIES ON r ; HOME CENTERS, WC. N!Y USE OR REPRODUC110N POF - INWNOLEORPARTI9PROHIBITEDWITN TTHE W
SITE OR IN RIGHT•OF•WAY PRIOR TO EXCAVATION. , o ? 80 0 I ~ EXPRESSEDWRDTENCONSENTOPLOWE'SHOME ~ ~ ~ ~ CENTERS, WC. COPYRIGH72003 ALL RIGHTS 9 ~ RESERVED
~ TTY LOCATING ~ I ' W I B 79 w a CONTRACTOR SHALL CONTACT UTIL I ~ . a II . •
I I ~ RIOR TO ~ COMPANY AND LOCATE ALL UTILITIES P ' \ 11 ,,-i i I ~ 0 7s.. it 794 ~ ~ BW 7
N GRADING START. 5 I ~
I ; - to 5. SITE GRADING SHALL NOT PROCEED UNTIL - ` ~ 1' ~I I " TW 7 li
o - A h t0 N ~ M N BW se a ac e o u~ arce I
o EROSION CONTROL MEASURES HAVE BEEN m ~ ~ ~ ~ ~ ~ o ~ o o N INSTALLED. W Iw
~ ~ ~ N I Q. ~ o NCY ~ ~ ~ ee - ~ ~ I I
a ~ , 6. AFTER PERMITS HAVE BEEN OBTAINED 8A EROSION o I ~ L t s S WAY ~ ~ ~
1 , rn CONTROL MEASURES INSTALLED, THE CONTRACTOR ~ ~ ` ti ~ s IsE (SE AIL) 8'12 I
3 RDEN CENTER & Q SHALL GRADE BUILDING PAD, GA • ; , o U 'SO m n ~ , . APRONS TO 0 •112 OF SUBGRADE AS PER SECTION _ i ~ \ B 796 I
~ 2300 DIVISION 2 OF LOWE'S STANDARD SITE W ~ I a, 0
_ ~ SPECIFICATIONS. ~ ~ g ~ INV _ I
0 a w ~ i<~ s W i7 ~ 3~I,, Ij
, ~ ~ 7. IMMEDIATELY APPLY & COMPACT STONE BASE FOR w~ 1 T " ' L' r r 10 ,n,a ` 1 'I I
' BUILDING PAD TO +1.112 PRIOR TO EXCAVATING L.,; _ 1 1~~~ - ii _
INTERIOR 8A PERIMETER FOOTINGS. - r ~ ~ ~ - J 4 4 i ~ i ral'~ ~ rvtii -0 ! _ TW 808 ,I
~,I ~ ~T",r) 41 ~ T RENCH DRAIN SHALL BE INSTALLED IF DIRECTED i BW 790 , ~ m % ftME
WN N _ RA H 0 Y THE E TECHNICAL ENGINEER 0 ~ '1`,`` ~ ~ 11 11
~ PLANS. B,7T3~ ~ l ,j _ h 0 i, , 18 17
aD 4 8 r~
0 9. GENERAL CONTRACTOR SHALL PROVIDE 2' x 2' x 8" 5 Q ~ ~ '
d THICK CONCRETE APRON AT ALL CLEANOUTS ~ - - - - 8 I ' I 06 ; _ I ' I, 15 ,
OUTSIDE OF BUILDING. - - ~`I' m ! - 8pg 3 ~ ~ o I a~ es o~
~ boa Q 10. ALL WORK SHALL BE DONE IN STRICT I I 1 ; ' 11 11 ` F
? ACCORDANCE WITH DIVISION 2 OF LOWE S STANDAR j ~ 4 , m
~ 8 _ ~ ~ I ~ SITE SPECIFICATIONS. I W ~ I 81s I~ o. / .
z I ~ i ; }
3 ALL R F DRAINS TO BUILDING SHALL END 5' ~ I 11. 00 I sea ~c a ou ar m ce
OUSIDE THE BUILDING LIMITS AS SHOWN ON PLAN I ~ ~ I v'„ 7 Y
o AND SHALL BE PROVIDED WITH A TEMPORARY PLUG N AT THE END. -,acres _ ~
o o ~ - r~,~n,,,,v~ - LLJ ~ ~I ~ ~ r,
~O p o I ~O ace ou arce ~ ~ ~~~1u.~ a J tL ~
N 3>q U g ' TW 800 - . Z }
~ N.C. ONE CALL; UTILITY LOCATOR SERVICE d ...see BW 791 ~ m
i a ; z Z ~ ~
3 DAYS BEFORE DIGGING CALL FoREe ~ 0, w Z Q li~il~ ~ ~i~i ~ n, I 0 wL~ w I I I I I I I
'c\u T FREE 1-SOD-632-4949 - t ~ ~ LL,, DLL SEE 'EMERGENCY ~ 7 ~ ~ TW 795 w ' J , J o
I I SPILLWAY / ,j i BW 785 Q ~ ~ ,
~ AN X06 sAFErY. 5 r (BEE DETAIL) 000 A ONE CALL SYSTEM FOR COMMUNITY D .771.0 ~ ~ LL ~ ~
o i'. ~ 781 , (n Z O Z~
O e / CAUTION Z ~ _ O Z a _ ~ ~ O
CT) 3 H WN HAVE BEEN LOCATED -a THE UNDERGROUND UTILITIES S 0 - - ~ o ~ W rn z
/ FROM FIELD SURVEY INFORMATION AND EXISTING DRAIMNGS, ! _ v! ~ ~ U
U THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND ~ i w ur z UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, 4i h n wc-wv Z Z W
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES Tom- ~ NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN ~ u~ 0 t~U _ 0 -o r - ? ~
W - THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT - - 0'c' ~ 0 ' ~ J U) j - ~ a
Q THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION - ' y VILL LE ~ ~ AVAILABLE, THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE ON MM i • • ' ' ORIGINAL 3
TC R R N UTILITIES. 1 UNDE G OU D , . z - need Y C~ ~ ~ _ _ - ? ISSUE DATE; 11117/05
n
790 fill lilt ISSUE DATE:
- S lnlU CONSTRUCTION SET GRAPH C SCAL '
I ISSUE DATE:
° z 120 2/0 DRAWING NUMBER:
O N+F
O - I,D Wd- Stores East, LP 3658105 (IN FEET) C=06
PIN/ None 1 inch = 60 ft.
O to -1 ~ 2.5

!li
r .l .
i
I
i ' VICINITY MAP
y i x.~ I: ~ I'm vly ( L:' ( I":~~~ .
r t ~ys~ ~•i ( : a~ ar Y ''4~ ~Sv
N N8b'18'i~'f ~ ~ ~I ,
69'00'15' E L93 i N 1?~ ~~l ; t, 1, t 1 l y ll .~,r~ 1lLAD ~ ;F r.r~.H+glr 1~17::~~ ~ ~,~u::', ,~Id'~3 ~ rt'~ Y.,~,._ R r ~ Jx, N~,r art h~~ .
PROPERTY LINE, , 3~ of ~ ~ v ; ~ , ~4r t., ~ ,1 ~ ' 1 ti , . ~ t c... ~r~A.~,~.
N " ^ S~~'p~~ ~i i.,~ ~a~ iall 9L Sa a, y~''''4.I M""' 7e~2 ~ c j ~ ~
66Q~51' ~'~29 34 9p~E3 ~3i ~3 L ~3 D ..~,....5, ~r ~ , srr a; , } ~I
p L32ti S Nr833213,31b 59~,, 'N N 1 r~~; J 9 4 t i~ r t~
Er1625803,811 ~ o, x,136 ~ 6 rn g L37 1 r~ ~ 1 ~tl 1~
0 ~ y~. 9 ~ ~J I %4~ 1 ~ t i l , 1. C H ~a e ~ i
c ~ v
~ 3 ~ ` " ~ s t },~~ltr ' , 1v~~,-i
z 'This certifies That this ~apy of this plat identifies as waters and wetlands a o N 7,
all areos of wafers and 'wetlands regulated pursuant to Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless ,j.,;~ t ~
there is a chon a Jn the low, or our published regulations, this ~ ' ia' i i~, I ti
a be relied on for o period not to exceed five years from ~ ~ ~ determination m y v this da#e. This determination was made utilizing the 1987 Corps of
. etlond pelin ,ion Manual. ° Water MH=633.72 Engi e W
' IE~929.02' (top of h
maln~ f re enfafive * ~ m Co s of Ena nee Red U.S y rp N ~ ~
p. Y~ .c r ' ~ .Tc_ AL ND TES GENER
Title
D~ ~G 3
0 Date r
a t
NOTE: Surve or nor MSP d: Associates DOES NOT certify #o any information ~ y r relotin to the above certification. This map is only an ~ contained in o 9 ~ ~ ~ All distances shown hereon are horizonfa! ground distances unless otherwise noted.
exhibit to this certification ~ F
0 ~ ~ Eleoctions shorm ore based on NGVD-88 Datum. Elevation determined i CRS Stations "Dobson", "Lexin ton ; and
F , C' Area of channel ~ rn y fhrough GPS ovservatrons us ng 0 9 Greensboro .
pp ' 10685.1 SQ. ET. ~
0.25 ACRES ~ Areas calculated by coordinate method.
~er~~ Contact proper Authorities Before building near utility lines, for easement
width and restrictions. Utilities are approximate and should be verified prior to any construction
~ m ~ ~ .J
This survey has been prepared for the exclusive use of fhe person or entities named hereon. No express or implied warranties with respect fo
fhe infomration shown hereon are to be extended to any persons or
• ~ Area of Wetlands ' erttifies other than those shown hereon.
Outside of channel ~ J lei ' ~
Sao.a sQ. • • ! 0.01 ACRES
TRACT i . I
1148227.9 SQ. FT. 26.36 ACRES ~ ' ~ i 1, Alichaef S. Perdue, Certif that this plat was drawn under my supervision
4' ~~Og-' N~832&17,947 b b Lt07 X108 v Er1626744,072 I y from an actual survey mode under my supervision (deed description
ll ~ pb ~ recorded in Book 1905, pg 864, Book 2226, pg I435, Book 2226, pg
~1 , 143 a d Book 1107 1288; fhot fhe ad'oinin boundary lines shown ~~ss ~ n ~ p9 1 9 ~1 I wera not surveyed, that the ratio of precision as calculafed 1: 15,500 wrih
~ .~5~ an angular error of 3 seconds per setup and was not adjusfed; that his
CHANNEL CALLS ~ 'r ` M s plat was prepared in accordance with G.S. 47-3D as amended. Witness my
0 tVJ . ~ original signature, regisf: anon ~ and seal this 19th day of September ~ pp 2005.
O
DISTANCE LINE BEARING DISTANCE Area of Wetlands ~o 4 LINE BEARING S ~ W 36,37 And further certify that this survey is of existing parcels of land, existing structures and buildings and does not create a new street or change
~ w 62.55 L51 22'05 48 Z L1 N 15 0610 E " Outside of channe! ° • , , • ^ ~ ~ » E 49.07 L52 S 74 02 27 W 46.01; ~ • ~ • of Wetionds ~ existing streets. M
L2 N 260825 S " E 24.62 3620.3 SQ ~ Area ~ 6^ E 15.49 L53 26'1622 ~ ~ 13 N 62'40 0 " 20.64' 0.08 ACRES ~ . • Outside of channel
W ' S 54" E 45,94 L54 S 35 06 45 E L4 N 08 2 " 2607.3 SQ. Ft. ~ u=erai~~
0 10 32 E 58.31 L55 S 3748'59" W 38.95 L5 N 42 " AP 0 ~ ~ ^ Lys S 22'06 50 W 137.21 0, • • • • 0.06 ACRES
a L6 N 05'38 39 E 23.22 • • L57 S 65'46'27" W 52.20' °j v L7 N 22 3155E 38.73 ~ ~ 1 05
, " ~ 35 W 23.65 • ~ • • • 1,~h L8 N 450402 E 17.45 L56 S 21;45 " ~ __T- - P - -43 2 Dafe
N 2718 07" W 9.09' L59 S 05 24 43 W 47.46 L9 pp ' 7.83' L60 S 09'17'54" E 28.73 Michael S. PeMue, 1ST t. 2
Lt 0 N 73'46 49 E • • L11 N 5729 17" E 6.92' 161 S 02'44'11 ~ W 30.94
' 5'48" E 7.06' L62 N 74'03 46 W 8.36 L12 S 89 0 a
' 6'42" E 9.57' L63 N 10'52'40" E 25.36 96 L13 S 114
' 6.86 L64 N 12'53'04" W 29.29 ~ ' ~ Op L14 S Ot 07 27" E 1 • W 13.30' L65 N 05'31 36 E 27.64'
Lt5 S 3i 08 5 9h 16 N 7452 44" W 11.68' L66 N 04'07 54 E 23.32' Nr832559,1I2 4 , L
62'58 41 W 5.51 L67 N 18'39 41 E 29.45 EQ626579,808 , Nr832574,585 L17 S LEGEND
22'30'36" W 41.58' 166 N 63'24 06 E 59.20 49 , ~ 7 EQ626633.509 Op 118 S
S 14'07'01 W 22.18' L69 N 22'03 47' E 133.94' ~ L19 ~ L20 S 3724 4'J" W 59.22 L70 N 3723 57 E 28.13
L21 S 0$'53'46" W 43.13' L71 N 28'56 t8 W 21.04 ~ ~ STANDARD SYMBOLS STANDARD ABBREVIATIONS
122 S 5734'58" W 18.34' L72 N 21'38~17e W 28.12 w ~ pp CB CATCH BASIN ff POWER POLE
22'27'13" W 51.53' L73 N 69'07 40 E 52.35 0 ~o , o L23 S m ~ m ~ L q CAST IRON N WATER VALVE Z' CMP CORRUGATED METAL PIPE SANITARY SEWER MANHOLE
L24 S 20'37 03 W 52.36 L74 N 19'28'06" E 16.81 L25 S 66'0318 W 6.93' L75 N 2Q'30 57 W 13.74 0 0 D CMF CONCRETE MONUMENT FN CT CRIMPED TOP PIPE ® STORM SEWER MANHOLE
S 21'31 51 W 14.75' L76 N 38'19 31" W 30.96' ~ ~ • o L2fi ~ 4~ DI DROP INLET ~ FlRE HYDRANT
S 471718" W 12.91 177 N 31'3751° E 37.30' L27 FNC FENCE FND FOUND X 000,00 SPOT ELEVATION
L28 5 2556'38" E 12.13' L78 N 10'31'41" E 36.19 ~ 129 ` S 60'48 37 E 8.67 L79 N 1 740 03 W 75.84 • o t G GAS ) GUY N7RE GALV GALVAN{ZED G - GAS UNE
10.47 L80 N 14'23'19" W 29.21' L30 S 63'3653 E ~ " W 34.61 ~ IE INVERT ELEVATION .-yy- WATER UNE
L31 S 63'50'01" E 7.73; 181 N 2448 39" ~ N1832425.990 ~ pp ~ JB JUNCTION BOX MH MANHOLE POWER UNE
L32 N 83'49'50" E 6.75 L82 N 1009 05 W 26,19 Er1b265b7J90 ~ ~ • ~ OT OPEN TOP PIPE E ~ UNDERGROUND POWER UNE
L33 N 5559'56" E 15.58' L83 N 24'30'48 E 59.83 '1 '46" W 25.72 ~ ~"rn.or L34 N 84'23 23 E 26.92 L84 N O8~ 6 " WETLANDS CALLS S POB POINT OF BEGINNING u~ RB IRON RpNFORCING BAR FORCE MAIN ,
L35 S 61'26.58" E 25.80 L85 N 2138 i0" E 4.12 , ( 'INFORC D CONCRETE PIPE 1STANCE ~ RCP Re IT YE b TRAfETC FLOW ARROW 0 SS SAN AR SEWER
' 0 00 W 29.47 186 N 52' 11 55 E 13.88 M f LINE BEARING DISTANCE L36 s 710 , E 16.46' ~ e1, TEMP TEMPORARY ~~,p UGHT POLE
7 S 855fi'24 _W 24.21' L87 N 22'01'06" E 5.69' f, L94 N 54'10'49" E 16.46 L3 f2 " 1586 188 N 12'31'54" W 4.07 L95 I N 4415 26" E 35.36 L38 8 73'52 54- W E 35.36' ed. w watER
' 22.37 L89 N 554019 W 19.72 10~~ w ~-r~a.oo' 196 N 39'23'40" E 28.50 L39 S 32'4313 W E 28.50' OHP OVERHEAD POWER ~ CONCRETE MONUMENT 93 IPf IRON PIN FOUND E 36 IPS IRON PIN SET ® GA5 VALVE
' L90 N 4.75415 W 20.62 0418 32 E 29.30 ~ ~ L97 I N 24'44 54" E 36.93 L40 S E 20.78' ~ CPP CORRUGATED PLASTIC PIPE
43.12' L91 N 11'3101 :'`E 11.23' ~ 198 ' N 15'4754 E 20.78 141 S 24 27 48 W ' 15.09'. L92 N 25'02 27 E 20.52' 7 ~h 199 N 1747 58 E 39.86 E 39.86 ~ n MBSL M1NiMUM BUILDING SETBACK UNE
L42 ' S 45 54 53 W • ~ " N 89'0015" E 16:59' X11 .1100 ~ N 05 30'26 W 10.01 143 S 13 02 58 E 28:75 L93 W 10.01'
~ ~ 11'Ot' N 28'4749" W 12.47 L44 S 374919 E 35.40 W 12.47' W 9.38 ~I
Area of channel ~ 1!102 N 13'19'46 W 9.36 L45 S 18'53 39 E 33:41. W 9.99 '
S 14'26'43 E 63:43' 2696.5 SQ. FT. Li03 N 00'59'32" W 9.99 L46 47 S 05'14'17° W 45.14' I 0.06 ACRES ~ 1104 . N 64'18~11~ E 19.15 E 19.15 '
L " v i-105 N 25'52 28 W 22.92 L48 S 43'00 34 W 28.34 1 W 22.92
» ~ 5715'07" E 16.13 L49 S 21 11 41 E 26.68 1:106 N E 16,13' E 37.30' • ,
' 14.06' h 1107 N 79'36'20 E 37.30 L50 S 351 i 01 E ~ p 1108 ~ N 73'15'15" E 11.57 E 11.57' ~ LA~ S~~YINCJ ~ ~C.
• ~ 5'1513" E 11.32 E 11.32'
TRACT 2 ~ 1:109 N o , " c 14110 N 1115 28 W 10.79 416450.8 SQ. ~ r 1111 N 32'40 59 W 8.20 W 10.79'
9,56 ACRES o ~ W 14.86 ^ m :112 N 417 26 W 8.2D' W 14 86' 123 PATtKW00I7DR GREEA'ViI.LE ; SC 29609 •
. - 1113 N 14 20 28" W 13:32 W 13:32' P 0 HOX 3893 GREENVILLE , SC 29608
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~ 43 o L115 N 41'55'D2 E 31.47 E 31.47 ~ 14.04' ~ FAX: [phone] E
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SEAL CITY WINSTON-SALEM CDUNTYJ FORSYTH 1 ' ,i L-432
CAUTION*** GRAPHIC SCALE T W P
~ DATE DF SURVEY, 9119105 SCALE, 1160
P L E A S E N 0 T E N.C. ONE CALL: UTILITY LOCATOR SERVICE 0, 60, 120, 180 ~p
INFORMATION REGURDING 7HE PRESMC$ S/IE AND LOCATION OF' UNDERGROUND NG CALL 2-4949 FIELD WdRKt MSP DRAWN BYi MSP REVIEWED BY, MSP
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AND PAINT PLACED 8Y 7Hf WCHAE IS MADE AS M THE ACCURACY OF THOROUGHNESS OF THE INFMMAAON L10Wtl'7Ph7NC WCHAEL'S, 1 r4322
UNDERGROUND IMIMES AND S7RUCTURES SHOWN HEWOV A ONE CALL SYSTEM FOR COMIIlIW7Y AND JOB SAFETY '~~0~

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O ISSUE DATE ~ ISSUE DATE
DATE QESCRIPTION Ir~~l~ ~ ~ ~ ~ TEMPORARY---__.~,,.~ `
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~ ~~iA~. ~ i =t' _ _UT - ~ Imo" j~' i 8.17.06 ATEK68EWERSUBMITfAL _ - - e. 4~
I _ - , ; ~ ~ y i ~ ~ , ~ ~ ~ ~ i ; LI , - J ~ v . ~ ~ i ; - - P BID SUBMITTAL ~ i ~ „ . I ~ / _ _ ~ ~ d-26-06 _ - _ ~ _ ~ o> I I f.
~ y ~ ~ ~ ~ - - ~ ~ - ~ I _ ,I 'III. << ~ ~ ~ - - - - - - - - T - _ ~ / -,1 ~ ? ~ - - I 9-06.06 UTiLITYSUBMITTAL
- c , i ~ ~ - ~ 'g3T vF 828
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3030 ~ ' ao } 0 ~ ~ 'r / ~ ; J i I I ~ ~ ~ PROPOSEDGRADES I I ~-I ~ i - ~ i I ~ ~k1 , I ~ ~ I 1 ~ I ~ _~r~ ~ , , 1 ~ ' WV`s Ii ' ~I; ~ ~ ~ I I ~ ~ Q ~ a- ~ t / V A\ V ~ ~ i 1 ~ d f ~ I
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SPOT ELEVATIONS ~ I .w III - ~ ~ f = ur - ~ 1 , ~ :3~- o~ ~ ; t~' , ~ i, ~ ~ i 'I
- ~ III 111111 s _ ~ ;y li ~ ~.a~ ~ ~ - r' ' ' , 1"I~, r '`~~V', 1 i ' I ~
v__.~::__::_:;M:.~ 1111111 - ~ ~ k,~, ~a, I ~'I 1 ~ ~ ~ ~ n STORM DRAIN PIPE ~ ~ I ~ tr ~ ~ ~ ',h ~ 1 ~ I - ~ ~ . ~ rr I - I ~ ~~`T'$~ !al i I 1(' ~ ~ I ~4 ~ - .~S ; ; • i~ ~ ,
~o ',.Ii a-., ~ I ~ I - ~ ~ ~ ~ / ~ ~ ~3~ o~ _ I _ t ~ I ~ I i ~ , ~a ' e ~ f , i ~ ~ i; ~ i LOWE'S HOME CENTERS, INC.
-Ia- I~ ~ ~ ~ ~ r~ RETAINING WALL ~ ~ ~ 1 , , i' . I ~ ~ I i ~ ~ ~ , ~ ` ,i r ~ ~ ' . j S' I 1I~ ~ I a r~' , ~ ~,:u, a t ~ . 7 r ~ ~ I ~ a ~ j II ! ~ ~ ~ ~ ~ j~~ ~ I_I ~ i ~ _
~ ~ 1605 CURTIS BRIDGE RD. ~ ~ I:I~ ~ / ~ '~i:-:~
~ ' ~ I .4 N5.15 , m 'i W ~ .a ~ 8 - ~ 1 L~. - I ; i'~ - ?N ' r" ` j , c ~ i ~ / i i r ~ WILKESBORO, NC 28697 ?t0 ~ ~ ?3' ~ 71 G ~ 1 r i i i ~ / ~
GRADING AND DRAINAGE NOTES ~ ~.I i 1 ~ ~ ~ ~ ~ ~ 336.659.4000 ~ 336.658.3257 {F)
STING STRUCTURES UNLESS OTHERWISE ~ , ~ W ~ 11i ' ~ ~ ~ ;,80~, ; 1. ALL EXI ~ , , ` I , ' ~ . L ~ C . _ I~ t 1 , ~ _ - ~ 4 ~ ~ _ ETC. WITHIN ~ ~ , ; ~ ~ _ ~ NOTED TO REMAIN, FENCING, TREES, & ~ , , ~ II . ~ ~ , ~ : ~ ~ ~ , . . , . ~ fi~6 - . r'36 - ~ ,i, I ,
i BE REMOVED - ( ~ E - CONSTRUCTIONAREA SHALL ~ ~ , I I o i , , , _ - L u ~ ~ ~ J' ~ iii THIS DRAWING IS THE PROPERTY OFLOWE'S - ~ ~ f -i - I ~ / / ~ % 'L'S HOME CENTERS, INC. ANYUSE OR REPRODIIGTION i ~ ~ i ~ r `~I J - ~ ~ i j I.:. .ail ~~I! rl ITNOIfTTHE
TE. ANY BURNING ON SITE SHALL ~ ll ~ I ~ ; ~ ~ / , i : , ~ ro ~ ~ ~ I . ~ ~ . ~ ra-1 ~ , I , DISPOSED OF OFF SI , ~ g, ; ~ ~ ~ il. I ~ I ~I ~ - CA .I II l ~ I i I, J, WWNOLc'ORPARTISPROHIBITEDW " ~ " ~ 1~ ~ t~ ~ w ~ ~ % f ~ ~ EX'RESSED WRITTEN CONSENT OF LOWE'S NOME ~ ~ , ~ ~ ~ I ~ . ~ ~I: CENTERS 1trC.COPYRIGF{f29D3ALLRIGHT9
CT T L CAL ORDINANCES 8~ LOWE'S ' ~ ~ ' - - - BE SUBJE 0 0 _ i' I ~I' I ~ I / _ ~ 1 J~., ~f I I'. ~ RESERVED ~ ~ ~ -
SPECIFICATIONS. ~ , I ~ -n , I`I , ~ - - A ~ y:,' r~ / ~ ~ i I ~ I _ ~ ~i I i I ! ~ , ii, l ~ ~ .~~I i.~ i I. ~ ~ ~ . I ~ ~ ~ I ! ~ :I I
i ~ - - c` V ~f 2. ALL DRAINAGE STRUCTURES SHALL BE PRE-CAST. ~ `A ~ ~ iy ( ~ % i ~ . 1 I i -794`,'`, I I~ w, I;
. , ~ , - - _ i I~ i ~ I I . ~ II`~ ~ ~ ' W 7 ~ ~ 1 i' B i ' ¦ I
~,I CTURES AND STORM SEWER I v Z ~ , i ~ ~ r x ~ 3. ALL DRAINAGE STRU I ' 'a / I' ~ ` T I } 'JI i v ` I~; ~ I I 1 i I~ , : TW 7 ~ ~ , ,
PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) - _ III I - r i : _ k ~ L ~ , ; ' ; 1 ~ ~ ~ ; ; ,a~~ I - ~I~ i ~ ~ ~ ,I '~I~I Bw. a / I , i I , Ii
LOADING AND BE INSTALLED ACCORDINGLY, ° { ' I C I ~ A I' ~ ~ 1;~~~ ''I c r~ ~
a ~I~ w~ - ~ i~ i~ ALL NOTiFYALL UTILITY `i ~ III a , ~ - ~ ,0, ~I , ~ i I~ ~ j I r ~ ~ 1 r
~ 4. GENERAL CONTRACTOR SH / ~ 1 ~ , i S WAY COMPANIES HAVING UNDERGROUND UTILITIES ON ~ : N I ~ - ~ ~ 'kb ~I ~t l . E L E 'NCY I I ~ 1~ l t `N \ /r .I I kN j I X11/ i ~ IV} % S WAY RT i. ~i -*-~-•r
00 ~ - F SITE OR IN RIGHT•OF•WAY PRIOR TO EXCAVATION. I ~ ~~I ' ~ ~ ! , ' see PJL) I L~ ~ { ~ , -,'-r-s~ B'I Y I ~ I j
~ T TILITY LOCATING ~ , ~ I A - ~ ~ A . ~,I . - ; ~ , CONTRACTOR SHALL CONTAC U ; , I~ I ? \ ~ ~ ( ~ I
i I ~ I I 1~''-'3 ~ i COMPANY AND LOCATE ALL UTILITIES PRIOR TO _ ~l ~ A 'v ~ ~ \ ~ I. ; 1', ~ ~ , _ _ I ~ 7, 8 , I ~t ~ \ ~ ~ ~ ~ I ~ iaE' 1 ~ A y ~ . , ~ ~ ~ ~ ilk ~ ~ ,r
° GRADING START. ~ I ~ ''I - ~ -I- ' ill , v ~ I
o r 11, ~ ~ ~ I~;~ - ~i EED UNTiL t~ i r h ro,; ~ ~ ; ~ t ! ~ ~ ~ ~ I ~ ~ 1 5 SITE GRADING SHALL NOT PROC r ~ , , ~ ~ t , ~ ~ i ~s , ~ I ~ h _ ' ; ~ ~ , - I I ~ , , ,
L MEASURES HAVE BEEN ; = i , ; ` li ~ ~ I; ~ ~ _ . EROSION CONTRO .a ~ I " ~ ~ ~ ~ .I ; I ,L~ I , ~ ` ~ 1-~-~-- - I~ ~ .~..,.m....~ i ' f,.
u INSTALLED. ~ ~ ~ ~l - - - f3 , ~ J~ G
t ; W7 B 90 \I i `I
NED & EROSION a~ ,a:,l ~ ; ~ ~ ~ / ; , ~ w - BTAI i , ~ a ~ 1;~ TER PERMITS HAVE BEEN O . I ' 6. AF - C i ~ i ~ I n, THE CONTRACTOR _ ~ II r ~ - - - i` _ ' ' 1 ~ ~ ~ ~ ~ ~ ~ ' 1 ' ob ~ ~ '~'"SID SET~61~ / '
EA RES INSTALLED _ r ~ , * ~ t„ I ~ , ~ , i~ ~ CONTROL M SU ~ a~ - ~ ~ _ ro r`' RADE BUILDING PAD GARDENCENTER& _ ~ , ; J ~ - • `t' - - ~ - _ ' 1 ~ ~ ,i A
SHALL G ~ , - - ~ ~ ,t~ ~r~ r_: ~h~ _ ~ DE AS PER SECTION - ~ - - ~ ~ , ~ ~ V `i 18 APRONS TO 0 -112 OF SUBGRA ~ ; ; • - - _ - 1 ~ ~ 17
a ~ ~ ~d-~, . ~ I~ I: ~ 17 ANDARDSITE ~ _ _ - - - - 1I N 2 OF LOWS S ST ~ ~ - _ 02300, DIV S O ;x ~ , _ - - ~ ~ - , ~ ~ i, i ~ ~ , i` ~ I A
~ ~ Q SPECIFICATIONS. - - ( ~ i~ ' r l ; ~ I 815 _ ~ ; I I j ~
~ ~ ~ ~ t f ~ ~ ~ ~i ~ ~ ~ ~ ' / ' / A ~ ~ - _ ~ i'
NE BA E FOR - , - - - ,i ~ ~ ~I r n C MPACT STO S _ I 7. IMMEDIATELY APPLY ~ 0 ~ ~ i ' _ ~ ~ r`" a`. .80 ' r r ~V l I i ` i ~ ~ ~ • \ ~ •
+ " PRIOR TO EXCAVATING ~ i - _ - - ~ ~ o~ BUILDING PAD TO 1.112 I , 8 ~ U~ 4 -Q y~ _ i 1 ~ a ~ INTERIOR 8 PERIMETER FOOTINGS, , ~ ' ~ , ; ; _ i_. I,. ~ , ' ~ i o ~ ~ K 1 ! ~ r ~ A r i ~ ~ ~ A A .I ' ~ I I
w "irl I j ~ ~ i j % ~ r ~ ~ ~ ~ 81 ~ ~ I j a i ~ ~ ~
r 8. FRENCH DRAIN SHALL BE INSTALLED IF DIRECTED ,x , ~ , i'-~-~ ~ I ~ ~ / ( _ I tr ~ I I / ,I} i i~ 11`Vl ~I ~ I I I ~ - I ~ , `'l ~ ~ f m n I ~ / F~ _ I i ~ ~ i
o NON << 7 ~ ~ ~i ~ BY THE GEOTECHNICAL ENGINEER OR AS SHOW ' l>~_"sj ~ ' i I;..' ~ . ; , ' i, ' . - ~ . I ~ I / III ? I ~ ~ j I ~ ~ \ ~ ~ W i ~I ~ ~ i j s, ~
PLANS. _ ~ r` l Y 1 I i i rl I 1 ~ ~ 7 i / ~ ~ i ~ 'i 17 ' i V
m _ ~ 3 ~ ~ - . % / ~ Lr ~ . ~ I~ . ! ~ I I I ~I ~ ,t ~ ij w I I I' ' ~ I I 1 ~ ~ % is y'' / i ~ -
9. GENERAL CONTRACTOR SHALL PROVIDE 2 z 2 x 6 - - ~ ~ 1' Ir ~ . ' I I ~ , ~ ~ ~o I" / ~ i c ~ THICK CONCRETE APRON AT ALL CLEANOUTS _ ` ~ TViI 8111 r ~ ~ f ~ ~ rw ~ U I ; I ; ~ li t i ~ ~ i / ~ ~ ;al ! ' , 1 BW8 ~ ( '
~ DING. ~ ;C i~, o OUTSIDE OF BUIL ~ _ ~ rv ~ ' ~ . , ~ J II ~I I i A 'I ~ ~ ' i~~ ~ ~ 1't. ~ Q ~r ~ f i ~ i ~ ~ i ~ ~ i ~ ~ U
a ~ - ~°.j 'aa Jam. I,'; ,.j l i ~ ' i ~ i ~ f ~ I j ~ ! ~ / ~ ~ / I ~i i ~ l i i i ) i 1 1 , I' , i
° 0. ALL WORK SHALL BE DONE IN STRICT , ; ~ / ~ ,k~- ~ ; J; , ; - . , I'~ lr ~ i` r~ ~ i ~ i ~ i 1~ z
m ACCORDANCE WITH DIVISION 2 OF LOWE S STANDARD , \ _ ~ , 1~ ~ ~ 1•' ~ 1 ~ ~ I - BIFJ~79 ~ ~ I, ~ ~G ~ 1 ; I i Z 1 I ' Q r
SITE SPECIFICATION ~ ~ \ _ - / Oy , , , , ° ~ i ~ ~ - _ j I ~ I' I I T' l r ~ 'nmrn n~ ~ / Z ~ W I' ~ ~ ! i ~ ~ ~ / ~ ~ ~ II~~II Iilu1' IIII IIII , ~ f i I
T BUILDING SHALL END 5' , r I ~ ' ' " ~ I 11. ALL ROOF DRAINS 0 I i . ~ ~ ~ ~ , I , , ~d ' i ~ r / ~ f~ .i ~ / I z h ~ , i' ~ i ;~iN795 / I ~ Q
I~ , . ~ I I .I , . ~ ~ 91 E BUILDING LIMITS AS SHOWN ON PLAN ~ ~ _ ~ I'- ~ ; . r ~ OUSIDE TH - ~.Ee~Y I / , u ~ ~ ~ 1{ :~dW 785 , % , _ i , y~ U~ I
IDED WITH A TEMPORARY PLUG , V RIPRAP ' 9x , ~i ~ 1j ' t ~ ~ ; f ~ AND SHALL BE PRO ~ / - ~ v;n9.a ' I~~ ~ / ~ -
° AT THE END. - - - - ~ / r R' m I ~ ~ ~ EXISTIN ~ • - ~ o i i i~ :STORMDRwIN ~ - -
~ - . _ - 11178) ~ ._J~~.- _ - 0 Z r (n 0 - Q L
i 8 1 i . ~ N,C, ONE CALL, UTILITY LOCATOR SERVICE _ _ ; i - ~ ~ 82 I- ~ 0 - '1' Z I i W
3 % ;FILTER RING - ~ - - - _ _ nR. --,'s ~ ~ ~ '-r-- ~ 1 - tr rr-~tf ~ Z W
Y ~ r _ -r~s,~ a ~ 3 DAYS BEFORE DIGGING CALL ~ - - ~ ,y. . o`? ~ . ~ ~ d ~ Q 0
U ~ I EMf~BSENC I SPILLWAY ~ _ ~ j_. _ ~ I r~. z TOLL FREE 1-800-632-4949 ~ is tr;~,' ~ rl ~ -
~ ~ , ~ ~ _ f ~ / t~ ~ -
4, J A ONE CALL SYSTEM FOR COMMUNITY AND JOBS ~ tp d'tr ~ ~ ~,~I ~ .~-r-•,- : i ; ~ - .-r : - ORIGINAL
Q - ~ ~ ~nN/~~~~~w, _ ~ r,~?.ter-. - 2A,- C ! ~ _ ! ~ ~ ~ ~ CONTRACTORTO CONTACT , ~1--~iL ; ~ f ~s . ~ _I. , , ~u ~ ~ J ISSUE DATE: 11117/05 - t 77 ~ ~ i'. r ~ d 9/ I i . ~ 1 ~ O
_ , „ . ~ , I z =~ITYOFWINSTONSALEM .1 ~'T ~ - ~;i i , ' r , ° ~ PERMIT SET I ~ ~r:. • + i ,~~I ~ ISSUE DATE:
PUBLIC WORKS i, ~ . ~ P~V - __rl ~ - r- - r / ~ ,:r 4
_ _ r ~u - - - - _ .~~r ~ THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED - - ! ENGINEERING DIVISION ~t \ , \ ~ ~ _ ,'~I ~ l ~ - Z - ;I ~ ~ _ I ~ ~ ~ ~ ~ R~ ~.r-_--~---....-.- r , ~ ~ Uln1 CONSTRUCTION SET ' GRAPH C SCAL ~ ~ ISSUE QATE:
t-, FROM FIELD SURVEY INFORlAATIDN AND EXISTING DRAWINGS, ` ~ ~ ~ _ ---r4'ia.7e7~',R95 4NDREA-. _ - - _ 1 f---y , _ ~ _ _ ~
3 THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND S vc ~ ea 1~ tw DRAWING NUMBER:
_ n l T r a~ + UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, - `KEYSER) PRIORTO 0 EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES - - N~'ff,Lj,A'~IONOF'I5 `i „1 zz
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION CD AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE Nbl-N rf Stores EOS4 LP f l+€ lock, 3859105 (IN FEET C=06
,,D UNDERGROUND UTILITIES, WNW Abne 1 inch= 60 ft
I CL

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I
VICINITY MAP
PROPERTY LINE ~ K ~'f3" E L93 R 4 H AB~50' E N 8B'IB'i5'f e r r
N ~Sl'J9'E ~ iL(+OV ew lr - f,, ~ A,i 1 1 1 i,r ~ fir,
3B~r1' 0 f~ tJBdSf' v i
N~833213,316 ~ ~ x'(29 i. )Ji,~ 5 Y T~K ~I i ~I~ S~;>~11~~ >;r~ ~ r. 1~.
E~1625803,8I1 .y~~w(S (Sl ~ L34 (3
~ a 132ti3 S z ~ (S Ct ~ t' r J sir, r ~l?.' ~i'c: q '.;;'err ~ 'dlf r 't r ° if ~ ~ ~ lii '6~i>f 1, J~~.
m ~ 37 136 ~ d 06 138 L 1 u• .+A' , i i7 P. ~;~p. szr ~ , . i~,i7i S i ~ f,~ ~ t, h I tfv~
v ~9• hL i $ ',''~'Me~ r ' 8 w r?
z ~ ~ i "This certifies that this rcpy of this plat identifies as waters and wetlands y ~:1. , f 1' ik r
all areas of nd ;rr ~ wafers a etlonds regulated pursuanf to Section 404 of the ~ o d ~ f,.4 y.. 1..
Clean Water Act as defetmined by the undersigned on this date. Unless fhere is a change Jn the tow, or our published regulations, this 1 i ~.R RJ. rt+ 1 ~ n~
determination may be relisd on for a period not to exceed five years from ~ i
this date. This determinol?on was made utilizing the 1987 Corps of W~ a^ Water MH~833.72' ~ v ' 'pry~~Rt~. ~l~J r i~ 1., 'i;?' r
Engi a Wetland Delin fion Manual. " IE=829.42' (top of r,, ~ ~ ~ ',fir ~ ;1.:
main} ~ ' ?~r~
US. my Carps of Englnee Re,fre enfafive • r r
t ' Q.c a n .c N
rtle
2c. 0 ~ ~ 3
Date y GENERAL NOTES
NOTE: Surveyor. nor MSP ff: Associates DOES NOT certify fo any information m °v
contained in or relating to the above certification. This map is only an a r~ exhibit to this cerfification. ~ r
m o
~ F ~ i ~ All disfances shown hereon are horizont ( a ground distances unless otherwise
x1 r noted.
Area of channei r~ ~ , Elevafions shorm are based on NGVD-BB Datumr Elevation de er n y f mr ed
10685.1 SQ. FT. ~ ~ through GPS ovservotions using COBS Stations 'bobson", "Lexington ; and
0.25 ACRES ~ "Greensboro"
op a Areas calculated by coordinate method.
ro ~ ~.enra• ~'ere.~ Contact proper Authorities Before building near utility lines, for easement
'C• ~ .J width and restrictions. Utilities are approximafe end should be verified prior
bP . i to any canstrucflon
1 This survey has been prepared far the exclusive use of the person or
Area f We . ~ o tlands entities nomad hereon. No express or implied warranties with respect to
M ; • • ~ Outside of channel TRACT 1 = s' ' 580.E SQ. FT. ~1 = the information shown hereon ore to be extended to any persons or entities other than those shown hereon.
W 1148227 ' ! Q.01 ACRES .9 SQ. Ff. <<
b b 26.36 ACRES ~ ~ I~ k
>ti ~ •
~ A N; 3 ~ U09 8 2817,947 Z L107 X108 v E.16267g4,07P
10g ~ , ~ 1, Mr'chaef Perdue, Certify that this plat was drawn under m su ervision
2', from on actuoJ serve made under m Y p ~ y y supervrsron (deed description ~t recorded in Book 1905, pg 864, Book 2226, pg 1435, Book 2226,
.CHANNEL CALLS o • •~.•L5 el 1437 and Book f 107, pg 12&8; that the ad'oinin pg
v o were not serve ed• that the 1 9 boundary Ernes shown y , ratro of precision as calculated 1: 15,500 wrth = an angular error of 3 seconds per setup and was not adjusted; that this
w LINE BEARING DISTANCE LINE BEARING DISTANCE plat was prepared in accordance with G•S. 47-30 os amended. Wifn~ss my
L1 N 19'0610 E 62.55' L51 S 22'05'48 W 36.37 ° ~ • ; •'rv • • Ares, of Wetlands ~qq0 , L2 N 26'OS'25~ E 49.07 L52 S 7402'27" W 46.01' ~ Oufsi ~ o.Y.' ~ ~ origins' signature, registration ~ and seal this 19th day of September
de of channel , n w L3 N 62'40 06" E 15.49 L53 S 26' 1 fi'22" E 24.62' ~ 2005.
a L4 N 08'2554 E 45.94 L54 S 35'06'45" E 2D.84' 3620.3 SQ. FT. ~ v Area of Wetlands And further certify that this survey is of existing parcels of land, existing
~ L5 N 42'10'32" E 58.31 L55 S 3748'59" W 38.95 0.08 ACRES ~ 16 N 05'38'39" E " ~ Outside of channel 23.22 L56 S 22 06 SO W 137.21 2607.3 SQ. FT. pp structures and buildings and does not create a new street or change r? existing streets.
L7 N 22'31'55" E 38.73' . " ~ L57 S 65 46 27 W 52.20 ~ , • 0.06 ACRES 0
L8 N 46 04 02 E 17.45 L58 S 21'45 35 W 23.65 ~ ~ ~ ~a+ .es' •e~a~r
L9 N 2T 18 07" W 9.09' L59 S 05'24'43" W 47.46' . ~ • • ~y
L10 N 73'46'49 £ 7.63' L60 S 09'17'54" E 28.73' L11 N 572917" E 6.92' L61 5 02'44'11" W 30.94' 4p
L12 S 89'05'48" E 7.06' L62 N 7403 46" W 8.36' - ~ ~ as
L13 S 11'46'42" E 9.57' L63 N 10'52'40" E 25,36' Michael S. Perdue, PLS~ L-4322 Dafe
L14 S 01'07'27 E 6.86 164 N 12'53'04" W 29.29' ' ~ a L15 S 31'08 51 ° W 0r° ' ' ~
13.30 L65 N 05 31.36 E 27.64 ~ • ~ ~ L16 N 74'52 44" W 1 1.68' L66 N 04'07 54 E 23.32'
L17 S 62'58 41 W 5.51 L67 N 18'39 41 E 29.45 ~ • •
L18 S 22'30'36" W 41.58' N7832559.112 ~9 L68 N 63'24 06 E 59.20 E~1626579.808 L19 S 1407'01 W 22.18' L69 N 22'03 47" E 133.94' g~ N~832574,585
'20 S 3724'49" W 59.22 L70 N 3723 57 ~ •'~5? Ed626633,509 E 28.13 b aP
L21 S 08'53'46" W 43.13' L71 N 28'56 t8 W 21.04' L EGEND
122 S 5734'58" W 18.34' L72 N 21'38'17" W 28.12' " ' h~ ~ ,
L23 5 22'2713" W 51.53' L73 N 69'0740° E 52.35 ~ ~ L24 S 20'3703 W 52.36 L74 N 19'28'06" E 16.81' e ~ , o
R1 .r m ap L25 S 86'0318' W 8.93' L75 N 20'30'57 W 13.74 STANDARD ABBREVIATIONS STANDARD SYMBOLS
L26 S 21'31 51° W 14,75' L76 N 38'19'31" W 30.96' o 0 is V CB CATCH BASIN POWER POU:
L27 S 4T 1 T 18" W 12.91 L77 N 31'3751 " E 37.30' a~ a o ~ CI CAST IRON N Z CMP C WATER VALVE
' L28 S 26'56'38" E 12,13' L78 N 10'31'41" E 36,19 L29 S 60'48 37 E 8.67 179 N i • 740 03 W 75.84 r- ORRUGAIED METAL PIPE CMF CONCRETE MONUMENT FND ® SANITARY SEWER MANHOLE
L30 S 63'36 53" E 10.47 L80 N 14'23'19 W 29.21' rn • o CT CRIMPED TOP PIPE ® STORM SEWER MANHOLE DI DROP INLET AA FIRE HYDRANT
L31 S 63'50'01° E 7.73' L81 N 24'48'39° W 34.61 • FNC FENCE 4:>'
L32 N 83'49'50" E 8.75' L82 N 10'09'05" W ' 26.19 N~832426,990 L33 N 565956" E 15.58' L83 N 24'30'48" E 59.83' E.1626567,790 ~ • ~ t FNO FOUND X 000.00 SPOT EL:VATION G GAS ) GUY WIRE
L34 N 84 23 23 E 26.92 L84 N 08' 18'48" W 25.72 J GALV GALVANIZED --G--- GAS UNE QA ~ c~ ?E INVERT ELEVATION
L35 S 6f'26 58" E 25.80' L85 N 21'38'10" E 4.12 JB JUNC110N BOX '-W"- WATER UNE
L36 S 71'00 00 W 29.47 L86 N 52' 11'55" E 13.88' WETLANDS CALLS MH MANHOU: ~ OT OPEN TOP PIPE POWER UNE
• L37 S 86'56'24 W 24.21' L87 N 22'01'06" E 5.69' ~ Nr~'aTE L38 S 73'5254" W 15.86 L68 N 12'31'54" W 4.07 f,~+ ' LINE BEARING DISTANCE POB POINT OF BEGINNMlG - E UNDERGROUND POWER UNE DISTANCE , RB IRON REINFORgNG BAR
L39 S 32'43'13" W 22.37 L89 N` 55'4019 W 19.72' 12 194 N 54'10'49" E 16.46' 16.46' RCP REINFORCED CONCRETE PIPE _ FORCE MAIN
L40 S 04'18 32 E 29.30' L90 N 475415 W 1~ ~ 1.95 I N 4415'26" E 35.36' 20.62 L1p1. wio•7ra~c• " , 35.36' pp el. SS SANITARY SEWER b TRAFFIC FLOW ARROW
L41 S 24'2748 W 43.12' L91 N 11'31 Oi : E 11.23 ~ r L96 N 39 2340 E 28.50 L42 S 45'54'53' W 15.09' L92 N 25'02 27 E 20.52' a L97 N 24'44 54" E 36.93 28.50' ed• TEMP TEMPORARY • ~P UGFIT PO W WATER ? ~
L43 S 13'02'58" E 28.75' L93 N 89'00 i5" E 16.59' ~ h L98 N 15'4754 E 20.78' 36.93 OHP OVERHEAD POWER ~ CQNCR 24.78' IPF IRON PIN FOUND ETE MONUMENT
L44 S 32'49'19 E 35.40 X11 ~ L99 ' N 174758 E 39.86 IPS IRON PIN SET ® GAS VALVE 39.86 ; CPP CORK
L45 S 18'53'39 E 33:41 v. 1100 ~ N 0530'26" W 10.01' UGATED PLASTIC PIPE 10.01 i . ~ MBSL MINIMUM BUILDING S
L46 S 1426 E 63:43' Area of channel ~ 1101 ' M 28'4749" W 12.47 L47 S 05'14'17 W 45:14' 2696.5 SQ, FT, L'102 N 13'19'46 W 9.38 12.47' ETBACK UNE 9.38
L48 S 43'00'34" W 28.34 0.06 ACRES ~ , o, 1103 N 00'59'32 W 9.99 9.99
L49 S 21'11'41" E 26:68' 1104 N 64'18'11 E 19.15 19.15
L50 S 35'11'01" ~ v it ' E 14.06 05 N 2552 26 W 22.92 22.92' ~ ~
y 1106' N 5715'07" E 16.13' ~ ~ 1107. ' 0 N 79 36 20 E 37.30 16.13' 37.30'
TRACT 2 ~ ~ 1.108 ; N 73'15'15" E ' W ~ 11.57 11.57
416450.8 SQ. FT. o ,1:1091 N 05'1513" E 11,32' m l!~110 t' ~ " , 11.32' I ~
9.56 ACRES ~ N 1 15 28 W 10.7 c 9~ 10.79' LAND SURVEYING INC.
• ~ m L111 N 32'40 59 W 6.20 a I ~ .112 N 40'17 26 W 14.86' 6.20' ~ 14.86'
~ ~ c 1113 N 14'20 28 W 13.32' 13.32' 123 PARKWOOD'1)R GItEEA'VII,LE SC 29609
~3 0 1114 . N 2738 34" E 83.01 83.01
~ L115 N 41'55'02 E 31.47 116. ' L N 30'12 30 E 14.04 31.47 P O BOX 3893 GREENVILLE , SC 29608
L117 N 10'22 23 E 49.61' 14.04' ~ ~ PHONE: (864) 37x2232 49.61'
. , ~ ~ 1:118 N 22 24 23 E 56,01 FAX: [phone]
~ ' L119 N 01'35'22" £ 57.1 1 V www•mspsurveying.com 57.11
N

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N~832064J4 9 v EQ625798,469 f '
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ff .1 ***CAUTION*** ff I SEAL L-ash CITYr WINSTON-SALEM COUNTYs FORSYTH
GRAPHIC SCALE L.S PLEASE NOTE ST 0 ATEr NORTH CAROLINA
N.C. ONE CALL: UTILITY LOCATOR SERVICE n INFORMA77ON REWRDINO n!E PRESENC$ 8/IE ANO 4OCAAON OF UNOtRGRWND Or 6Yr r T W -NSMP
120 ISO UALInES IS SNoNN HEREOM MIS MaTMA770N HAS OEM SHORN BASED ON THE 3 DAYS BEFORE D LOCAnON OF ABOVE GROUND APPURWVANC£S AVAXABLE DESIGN PUNS, AND f7AGS ; E -632 CALL
AND PAINT PLACED BY 7HE UNMWGROUND PR07ECnON SFRNCE NO CERMCAWN TOLL FREE 1-800-632-4949 IS MADE AS 70 WE ACCURACY OF 7HOROU&YNESS OF 7HE IAMRMAnON CCNf;EWIVO ~ DATE OF SURVEYr 9119/D5 SCALE: 160
UNDERGROUND UMMES AND S7Rmon4t.S &Yow HEREpA A ONE CALL SYSTEM FOR COMMUNTY AND JW SAFETY, - FIELD WORM MSP DRAWN BYi MSP REVIEWER BY! MSP f
~~.80? MICNRFi S, }?ER MICkRFl. Zt PERDUE PLS y L-4322 MSP FILET LQWIJIN MSP JAEti r 05182