20060840 Ver 1_COMPLETE FILE_20060522

e0Scitnac &
®?®9 P. Aa
"Practical Engineering &
Environmental Solutions"
2050 Northpoint Drive • Suite A • Winston-Salem, NC 27106
Phone: [phone] • Fax: [phone]
July 5, 2006 e-mail: [e-mail]
Mr. Ian McMillan
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, North Caroli=aa 27699-1650
RE: Preconstruction Notification Application
Ashley Furniture Homestore
KG NC Holdings, LLC
Winston-Salem, Forsyth County, NC
DWQ# 06-0840
Forsyth County
Dear Mr. McMillan:
up - t) 84-o
Q[9 62-il,120 aF:4 p
JUL o 7 aoos
Dr;NR - MfM QUALITY
On behalf of KG NC Holdings, LLC. (KG NC), Geoscience & Technology, P.A. (GeoSci) is
pleased to submit a copy of the stormwater management plan, per condition No. 4 in General
Certification 3402. We include an extra set of the plans.
There is no copy of the plan stamped or otherwise marked approved. The final approval by the City
of Winston-Salem Storm Water Division came in the form of an interdepartmental email, a hard
copy of which is enclosed.
If you have any questions, please let us know.
With best
AND TECHNOLOGY, P.A.
Carl volrKenbur , P.E.
Senior Civil Engine
enclosures: Copy of storrnwater management plan.
2 copies of Sheets S-2, -3 and -4.
Copy of email from Joe Fogarty, City of Winston-Salem.
cc: Daryl Lamb, NCDENR/DWQ, Winston-Salem Regional Office.
From: "Joseph Fogarty" <[e-mail]>
Subject: Fwd: Stormwater Approval for Ashley Furniture Homestore
Date: June 19, 2006 10:32:46 AM EDT
To: <[e-mail]>
Carl,
Here is the copy of the stormwater approval e-mail you requested. Please note that I did receive the plan revision
from you showing the change in pipe size to an 18" diameter on 5/3/06.
If you have any other questions please feel free to give me a call.
Thanks
Joe Fogarty PE
Stormwater Engineer
City of Winston-Salem
From: "Joseph Fogarty" <[e-mail]>
Date: May 3, 2006 2:44:52 PM EDT
To: "Tommie Beeding" <TOMMIEB.LSP3-PO.City of Winston-Salem 9cityofws.org>
Cc: "Bryan Alston" <BRYANA.LSP-PO.City of Winston-Salem (Pcityofws.org>
Subject: Stormwater Approval for Ashley Furniture Homestore
I have reviewed and I approve the plans for the above referenced project. The property is located on Hanes Mall
Boulevard (immediately west of Target). The plans show one dry stormwater detention pond serving the property.
The engineer has shown in his submittal that the pond is designed to meet our current standards. (The current
submitted plans show a 24" outlet pipe from the pond but after discussing this with the engineer today we agreed
this needs to be revised to an 18" in order to gain our pre-developed flow rate. I have agreed to issue stormwater
approval today on the assurance that a revised set of plans will brought to my office by the end of this week.
Should I not receive this revision, this approval may become null and void).
Please note that this approval is for the stormwater management plan design only and does not relieve the
developer from conformance with the site plan requirements or conditions.
Joe Fogarty
O?O? W AT ?9QG
? r
CERTIFIED MAIL: 7004 2510 0002 2177 4958
Return Receipt Requested
Mr. Chris Preston
KG NC Holdings, LLC
432 South Mustang Road
Yukon, OK 73099
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
JUN _ 9X006
DENR - WATER QUALITY
WEIIANDB AND STDR MTER BRANCH
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Preston:
Alan W. Klimek, P.E. Director
Division of Water Quality
June 6, 2006
DWQ# 06-0840
Forsyth County
KG NC Holdings, LLC has our approval, in accordance with the attached conditions, to place permanent fill
in 180 linear feet of intermittent stream and in 0.054 acre of forested wetland in order to construct a 40,500
square foot (ft) retail furniture store, adjacent parking lot, and stormwater conveyances and controls located
on Hanes Mall Boulevard in Winston-Salem, Forsyth County, as described in your application received by the
Division of Water Quality (DWQ) on May 18, 2006 and in additional information received by DWQ on June
5, 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
htt2://www.ncwateEquality.orgLwetlands.html. This Certification allows you to use Nationwide Permit
Numbers 39 and 43 when they are 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:
Carolina
_Carolina
Xatura!!y
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 htto:/h~ncwatergualitv.org
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Chris Preston
Page 2, DWQ# 06-0840
June 6, 2006
Amount A roved Plan Location or Reference
Streams 180 linear feet Unnamed tributary to Little Creek located on Hanes Mall Boulevard at
Lot 7H, Tax Block 3901, in Winston-Salem, Forsyth County, as
depicted on the site plan included with the application

Amount Approved Plan Location or Reference
Wetlands 0.054 acre Small forested wetlands located on Hanes Mall Boulevard at
Lot 7H, Tax Block 3901, in Winston-Salem, Forsyth County,
as depicted on the Project Location Map included with the Pre-
Construction Notification

2. A final, written stormwater management plan shall be approved in writing by this Office or the
appropriate local program before the impacts specified in this certification 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 Management Practices Manual. These facilities must be designed to
treat the runoff from the entire project, unless otherwise explicitly approved by the Division of Water
Quality. Also, before any 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 Office) shall be implemented. The structural stormwater practices as approved by this
Office, as well as drainage patterns, must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water Quality.
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.
3. 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
North 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.
4. 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.
4
Mr. Chris Preston
Page 3, DWQ# 06-0840
June 6, 2006
5. 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.
6. 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.
7. 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.
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 of the completed stormwater detention pond 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,
%&K,
\IV Alan W. Klimek, P.E.
AWK/cdl
Mr. Chris Preston
Page 4, DWQ# 06-0840
June 6, 2006
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. Carl von Isenburg, P. E., GeoScience & Technology, P. A., 2050 Northpoint Drive, Suite A,
Winston-Salem, NC 27106
WSRO 401 GWQC Authorizations
Subject: WSRO 401 GWQC Authorizations
From: Daryl Lamb <[e-mail]>
Date: Wed, 07 Jun 2006 11:24:42 -0400
To: Ian McMillan <[e-mail]>
CC: Laurie J Dennison <[e-mail]>
Ian and Laurie,
The following 401 authorizations have been issued by WSRO:
06-0025: High Point City Lake Raw Water Main (Guilford), issued 06/07/2006;
06-0427: Buckeye Creek Subdivision (Watauga), issued 06/05/2006;
06-0652: City of Mt. Airy Water & Sewer (Surry), issued 05/17/2006;
06-0690: City of Trinity Sewer (Randolph), issued 05/22/2006;
06-0729: Bench Bend Court (Rockingham), issued 06/02/2006;
06-0785: City of High Point Upper Kindergarden Outfall-Amended (Guilford), issued 06/05/06;
06-0795: Joseph's Claim Subdivision (Guilford), issued 06/02/2006;
06-0840: Ashely Furniture Homestore (Forsyth), issued 06/06/2006.
Inspection report entered into BIMS for the following IC:
06-0180: Laurelmor Development (Watauga/Wilkes).
Best regards,
Daryl
Daryl Lamb
NC DENR Winston-Salem Regional Office
Division of Water Quality
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
Daryl Lamb <Daryl.Lamb(a,NCmail.net>
WSRO
NC DENR
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cc) (,0 S q0
eoScimnoe &
e?c d® 9 P. A.
"Practical Engineering &
Environmental Solutions"
2050 Northpoint Drive • Suite A • Winston-Salem, NC 27106
June 2, 2006
Phone: [phone] • Fax: [phone]
Mr. Ian McMillan e-mail: [e-mail]
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
.?
RE: Revisions to Preconstruction Notification Application
Ashley Furniture Homestore
KG NC Holdings, LLC
Winston-Salem, Forsyth County, NC
Dear Mr. McMillan:
On behalf of KG NC Holdings, LLC. (KG NC), Geoscience & Technology, P.A. (GeoSci) is
pleased to submit five copies of revised pages 8 and 9 of the Preconstruction Notification Form
(PCN) for proposed retail commercial development of a lot on the north side of Hanes Mall
Boulevard in Winston-Salem, NC. These revisions are based on conversations with Daryl Lamb of
the Winston-Salem Regional Office and Section 404 and 401 determinations performed by Mr.
John Thomas of the Raleigh Regulatory Field Office of the US Army Corps of Engineers on May
25, 2006.
A digital copy of these revisions were emailed to Mr. Daryl Lamb on June 2, 2006. Thank you for
your time and consideration of this project.
With best
GEOSC-II
Carl von Ise
Senior Civil
enclosures:
the PCN forms
'?
a
JUN 5 2006
D% t `ei - `v' Ai ER QUALITY
-x
ou C( ?4- 20C)('0 946
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
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
001 Excavation, fill, grading Forested No 500 0.054

Total Wetland Impact (acres) 0.054
3. List the total acreage (estimated) of all existing wetlands on the property: 0.04 (See text)
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, multiply 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
002 LIT to Brushy Fork Creek Fill Intermittent 2.5 feet 180 0.010

Total Stream Impact (by length and acreage) 180 0.010
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
No open water impacts

Total Open Water Impact (acres) 0.0
r= W7r= Ls -9 ?y
Page 8of12
JUN 5 2006
DENR - M'JER QUALITY
WFTi ANDS AND R.M.RMIAAT FR RRANt:H
.. .r.Lk
6. List the cumulative impact to all Waters of the U.S. resulting from the roject:
Stream Impact (acres): 0.010
Wetland Impact (acres): 0.054
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.064
Total Stream Impact (linear feet): 180
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.
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 Q wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation, embankment, spillway (see attached text)
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Temporary sediment basin and permanent stormwater detention.
Current land use in the vicinity of the pond: undeveloped wetland.
Size of watershed draining to pond: 5.8-acres Expected pond surface area:-O. I -acres
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.
The proposed retail store, adjacent parking area and stormwater controls occupy the entire lot and development was
not econmically feasible unless the entire area was used. The existing wetland will become part of the stormwater
control and may eventually become a wetland as viable as the existing one. See text for more explanation.
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.
Page 9 of 12
Re: FW: KG NC, Hanes Mall Boulevard, Winston-Salem
Subject: Re: FW: KG NC, Hanes Mall Boulevard, Winston-Salem
From: Tom Reeder <[e-mail]>
Date: Wed, 31 May 2006 09:37:00 -0400
To: Peter DeVries <[e-mail]>, daryl lamb <[e-mail]>
CC: [e-mail], Cyndi Karoly <[e-mail]>, Steve Tedder
<[e-mail]>
Daryl - Are you familiar with this project and do you know if you or anyone else
from WSRO plans on visiting? Thanks for your help.
Peter DeVries wrote:
John, I sent this to your old email address and it appears that perphaps
should have sent it to Tom Reeder originally. Thanks for your help.
Peter DeVries
------ Forwarded Message
From: Peter DeVries <[e-mail]>
Date: Tue, 30 May 2006 13:53:27 -0400
To: John Dorney <john [e-mail]>
Subject: KG NC, Hanes Mall Boulevard, Winston-Salem
John, We sent a PCN for a project in Winston-Salem on Hanes Mall Boulevard two
weeks ago. The property is owned by KG NC Holdings and the project is Ashley
Home Furniture. I spoke with John Thomas from ACoE last Thursday; he is
issuing a permit with 180 feet of 'unimportant' stream impact and 0.054
acres of wetland impact. The PCN indicated 0.040 acres of wetland impact
confined to the subject property and no stream impact. Mr. Thomas classified
the 'stream' as unimportant and our evaluation according to the DWQ
guidelines indicated it was not a stream at all. Mr. Thomas indicated that
there had been impact to the 0.014 acres of wetland on adjacent property. It
appears that this impact was from work done by Duke Power in the right of
way for Hanes Mall Boulevard. The PCN indicates that the project would not
include any impact to the wetland on adjacent property. Even with the
additional impact, the total is still below permitting and mitigation
thresholds. The property owner started clearing the property just prior to
Mr. Thomas' visit during the week of 5/15/06 and they are anxious to begin
moving dirt. My question is, do you have any idea if you or the WSRO intend
to visit the site, and if so, when?
Thanks for your time and consideration.
Sincerely, Peter DeVries
Geoscience & Technology, P.A.
[e-mail]
336.896.1300
------ End of Forwarded Message
1 of 1 5/31/2006 1:50 PM
Triage Check List
Date: 5/26/06 Project Name: Ashley Furniture Homestore
06-0840
County: Forsyth
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 5/18/06 - 7/16/06
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!

14 0
iTeosc e &
D
?dogyq P. A.
"Practical Engineering &
Environmental Solutions"
2050 Northpoint Drive • Suite A • Winston-Salem, NC 27106
' Phone: [phone] • Fax: [phone]
e-mail: [e-mail]
May 9, 2006
' Mr. Todd Tugwell
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
' Raleigh, North Carolina 27615
Telephone [phone]
Mr. John Dorney
Division of Water Quality
NCDENR
' 4401 Reedy Creek Road
Raleigh, North Carolina 27607
Telephone [phone]

J

0
n
r

G0048 Q
RE: Preconstruction Notification Application
Ashley Furniture Homestore
KG NC Holdings, LLC
Winston-Salem, Forsyth County, NC
Dear Mr. Tugwell and Mr. Dorney:
o ? a X006
On behalf of KG NC Holdings, LLC. (KG NC), Geoscience & Technology, P.A. (GeoSci) is
pleased to submit the enclosed Preconstruction Notification Form (PCN) for proposed retail
commercial development of a lot on the north side of Hanes Mall Boulevard in Winston-Salem,
NC. The following text contains additional information concerning the proposed project. Where the
information pertains to specific items in the PCN, the PCN section numbers are referenced.
Background
KG NC, expects to close the purchase of Forsyth County Tax Block 3901 Lot 7H on May 9, 2006.
The site is located on the north side of the Hanes Mall Boulevard, approximately 0.8 miles
northwest of the intersection of Stratford Road with Hanes Mall Boulevard (hereafter referred to as
the subject site or subject property). KG NC retained GeoSci for engineering and environmental
consulting services related to development of the property. Forsyth County tax records indicate the
property contains 3.48 acres. KG NC proposes to clear and grade the property and construct a
40,500 fe retail furniture store with adjacent parking area.
The property is currently vacant and mostly wooded. The surrounding area is primarily retail
commercial property, or will be developed as such. GeoSci identified a small wetland at the
t
' Mr. Todd Tugwell
Mr. John Dorsey
' May 8, 2006
Page 2
' southern end of the property adjacent to Hanes Mall Boulevard and extending upgradient along an
existing drainage valley. There are two drainage valleys on the subject property that join to empty
into the wetland. Additional discussion of the hydrologic conditions on the site is found below.
' Neither of these valleys contain solid or dashed blue lines, according to the USGS "Winston-
Salem West" 7.5-minute topographic quadrangle map. A portion of the USGS map is included as
Figure 1, "General site Location Map".
' It appears that Nationwide Permit #'s 39 and 43 may apply to this project. Based on GeoSci's
analysis of these permits, it appears that the project is within the thresholds and criteria for these
permits.
' Hydrologic Conditions
Surface Water
Little Creek is the nearest downstream water located approximately 500 feet south of the subject
property. Little Creek is a tributary of Muddy Creek, which it joins approximately 3.2 miles
southwest of the subject site. Little Creek is a Class `C' water (index #12-94-11) according to the
' NC Division of Water Quality (DWQ) basinwide stream classifications available on DWQ website
as of the date of this application.
According to the 1994 "Winston-Salem West" USGS topographic map that contains the subject
' property, there are no streams indicated by either a solid or broken blue line. There is a two-
pronged drainage valley indicated on the map that ultimately discharges to Little Creek. The
drainage from the subject property is piped beneath Hanes Mall Boulevard. The two prongs or
' forks of the drainage feature converge in the northern portion of the property to form one valley,
which terminates at Hanes Mall Boulevard.

u
0

C

Surface water has not been observed in the western fork of the drainage during numerous site visits.
The western fork of the drainage is approximately 260 feet in length. Based on the apparent
accumulation of at least two seasons of leaf accumulation in the western fork and the absence of a
defined stream channel, it appears that this portion of the drainage has not contained surface water
for a significant length of time.
The eastern fork of the drainage, including the valley below the confluence, is approximately 620-
feet long and does contain water along approximately 330 linear feet (LF). Water depth averages
approximately 3-inches and averages 2.5-feet in width along its length. No riffle-pool sequences
were observed. The drainage has a poorly defined or absent channel and there is no real floodplain
except in the lower approximately 100 feet, where the valley widens slightly and the area is
apparently a wetland (see below). A few crawfish burrows were observed in this area. No fish,
amphibians or turtles were observed in the surface water; however, salamander trails were observed
in the sediments adjacent to the surface water. The extent of the surface water is indicated on Sheet
1.
GeoSci evaluated this surface water as part of an environmental site assessment for the previous
property owner in September 2005. GeoSci's evaluation resulted in a total score of 11 (eleven)
based on the NC Division of Water Quality Classification guidelines. A copy of the stream
classification form is attached to this document. Based on our observations and evaluation, it is
GeoSci's opinion that the surface water in the eastern drainage valley does not even qualify as an
intermittent stream and is not subject to regulatory jurisdiction. The proposed project includes
filling both drainage valleys and placement of concrete pipe for drainage purposes (see Sheet 2).

Mr. Todd Tugwell
Mr. John Dorney
May 8, 2006
Page 3
Wetland
As noted above, the downstream (southern) end of the drainage valley is slightly wider than the
upstream portions and is apparently a wetland. This assumption is based on the presence of several
obligate wetland plant species, wetland hydrology criteria and hydric soils. Wetland identified on
the subject property occupies approximately 1,740 ft2 or 0.040 acres. The wetland continues onto
the adjacent downstream property and the right-of-way of Hanes Mall Boulevard and contains
approximately 593 ft2 or 0.014 acres. This apparent wetland may have been created when the fill for
Hanes Mall Boulevard was placed. The fill slowed the water flow and caused sediment to
accumulate on the upstream side. The apparent wetland extends upstream from the base of the slope
at Hanes Mall Boulevard approximately 120 feet and averages approximately 20 feet in width along
its length. The apparent boundary of the wetland was defined in the field by Peter H. DeVries,
GeoSci's wetland specialist, and was surveyed by Coe Surveying. The extent of the wetland is
indicated on Sheet 1.
' A temporary sediment pond and permanent stormwater detention pond is proposed for the wetland
on the subject property. The wetland on the adjacent property and the right-of-way of Hanes Mall
Boulevard will remain unchanged; however, incidental non-equipment impact may occur during
' construction. The total wetland impact for this project is considered to be the wetland on the subject
property.

C

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Project Description (PCN §III.10)
Proposed construction details are indicated on Sheet 2. The ?roposed project consists of:
1) Clearing and grading for the construction of a 40,500 ft retail furniture store, adjacent parking
areas and erosion/stormwater controls.
2) The drainage valleys will be filled and reinforced concrete pipe (RCP) placed for drainage
conveyance.
3) Wetland existing on the subject site will be excavated and/or filled to construct a temporary
sedimentation basin, which will become a permanent stormwater detention pond.
The project is described on the attached Sheet 2. Sheet 1 is a survey of the property indicating
existing topography, wetlands and drainage valleys.
Wetlands Impacts §VI.D
The wetland impacts will be confined to the wetland on the subject property. These impacts will be
the result of the construction of the sediment basin/detention pond described above and on Sheet 2.
A silt fence will be installed on the southern subject property boundary to prevent incidental impact
to the wetland on the adjacent property. Equipment will not be used in the `off-property' wetland;
however, incidental impacts may occur as a result of construction personnel working in the area.
For purposes of this application, no impacts to the wetland on adjacent property and/or right-of-way
are included.
Stream Impacts (§VI.3)
As indicated above, the surface water upgradient from the wetland does not appear to qualify as an
intermittent or perennial stream. Therefore, the filling, piping and relocation of the drainage valleys
on this site are not considered impacts to streams.

L
l

Mr. Todd Tugwell
Mr. John Domey
May 8, 2006
Page 4
Pond Creation (&VI.8)
The proposed temporary sediment basin and permanent stormwater detention pond will encompass
all of the wetland on the subject property. Based on the proposed elevation of the outlet pipe for this
pond, the surface area of contained water will be approximately 4,500 ft2 or 0.1 acres.
Impact Justification (Avoidance and Minimization) &VII•
The impact of the proposed detention pond is limited to the wetland on the subject site, avoiding
impacts to the adjacent property. Since most of the site drainage will be directed to the detention
pond, it is likely that the detention pond will itself be a wetland or have significant wetland around
its perimeter. Therefore, it is possible that the wetland impacted by the proposed construction will
ultimately be replaced. Furthermore, since the existing wetland may be man-made, the relative value
of possible created wetland will remain the same.
The original and one (1) copy of this application are enclosed for the Corps of Engineers. Seven (7)
copies are enclosed for the Division of Water Quality. A check made payable to the NC Division of
Water Quality for the application fee of $200.00 is attached to the cover page of one copy of the
application sent to the NC DWQ. Please let me know if you have any questions or require further
information with regards to this application.
With best i
GEOS
7-
Carl vo Is
Senior Crvi
enclosures:

PCN forift'UN IS9?
Original and'Nv,(1 Copy to Todd Tugwell, COE
Seven (7) copies to John Dorney, DWQ
Check for $200.00 application fee attached to one copy sent to NC DWQ

attachments:

FIGURE 1 and Sheets 1 and 2

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I
PCN Application Forms

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
' 1. Check all of the approval(s) requested for this project:
X? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 and NWP 43
'
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)
?17L5
II. Applicant Information
MAY 8 2006
1. Owner/Applicant Information
{?
Name: KG NC Holdings, LLC, Chris Preston, Construction Manager ,?,,?i n N `gi,?f '
?
A
' Mailing Address: 432 S. Mustang Road
Yukon, OK 73099
r
Telephone Number: 405.265.3200 Fax Number: 405.265.3313
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.)
' Name: Carl vort Isenburg, P.E.
Company Affiliation: Geoscience & Technology, P.A.
Mailing Address: 2050 Northpoint Dr.
Winston-Salem, NC 27106
' Telephone Number: 336.896.1300 Fax Number: 336.896.1020
E-mail Address: [e-mail]

Page 5 of 12

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.
Name of project: Ashley Furniture Homestore
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): 6804-86-8504
' 4. Location
County: Forsyth Nearest Town: Winston-Salem
Subdivision name (include phase/lot number): NA
' Directions to site (include road numbers/names, landmarks, etc.):
The site is lotted on the north side of Hanes Mall Boulevard, approximately 0.8 miles north-northwest of the
intersection of Stratford Road and Hanes Mall Boulevard
' 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): 36.1842 ON 80.7502 °W
6. Property size (acres): 3.48
' 7. Name of nearest receiving body of water: Little Creek
' 8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hqp://h2o.enr.state.ne.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 annlication:
The site is vacant and undeveloped The site is mostly wooded. Surrounding land use is primarilY retail
' commercial.

Page 6 of 12

10. Describe the overall proiect in detail, including the type of equipment to be used:
Applicant proposes to clear and grade the site for construction of a 40,500 SF retail furniture store, adjacent
parking area and erosion/stormwater conveyances and controls. Further explanation of project details are
found in the attached text. Equipment to be used includes trackhoes, back-hoes, and other earth moving
equipment.
11. Explain the purpose of the proposed work:
The purpose of the project is to provide a stable area on which to construct a retail furniture store, adjacent
parking area and erosion and stormwater conveyances and controls.
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.
To our knowledge, no jurisdictional determinations and/or permits have been requested and/or obtained for this
' project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated for this project.
' VI. Proposed Impacts to Waters of the United StatesfWaters 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:
A temporary sediment basin that will become a permanent stormwater detention pond is proposed for the wetland
' existing on the subject property. This will include excavation, filling, construction of a spillway and installation of an
outlet pipe. No impact is proposed for wetland on the adjacent property and Hanes Mall Boulevard right-of-way.
There may be incidental impact by personnel and/or sediment; however, no equipment will enter this area. There are
no proposed stream impacts. See text for further explanation.
Page 7 of 12

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-
1

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7
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
(yes/no) Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)
001 Excavation, fill, grading Forested No 500 0.04

Total Wetland Impact (acres) 0.04
3. List the total acreage (estimated) of all existing wetlands on the property: 0.04 (See text)
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- multinly length X width- then divide by 41 5t'V1
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
No stream impacts

Total Stream Impact (by length and acreage) 0.0
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. dredgine. flooding. drainage. bulkheads. etc.
Open Water Impact
Site Number
indicate on ma Name Waterbody
(if applicable) e)
Type of Impact Type of Waterbody
(lake. Pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
No open water impacts

Total Open Water Impact (acres) 0.0
Page 8 of 12

7
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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.
Page 9 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0
Wetland Impact (acres): 0.04
Open Water Impact (acres : 0.0
Total Impact to Waters of the U.S. (acres) 0.04
Total Stream Impact (linear feet): 0.0
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.
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 x? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation, embankment, spillway (see attached text)
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Temporary sediment basin and permanent stormwater detention.
Current land use in the vicinity of the pond: undeveloped wetland
Size of watershed draining to pond: 5.8-acres Expected pond surface area: o. l-acres
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 durine construction to reduce impacts.
77re proposed retail store, adjacent parking area and stormwater controls occupy the entire lot and development was
not econmically feasible unless the entire area was used. The existing ?vetland will become part of the stormwater
control and may eventually become a wetland as viable as the existing one. See text for more explanation.
VIII. Mitigation
L

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
' 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.nc.us/ncwetlands/strmgide.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.
Based on the apparent total wetland impact of less than 0.1-acres and no stream impacts, mitigation is not
' proposed.
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.nc.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): None
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

Page 10 of 12

r
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No x?
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 ?
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 x?
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.
Impact Required
Zone Multiplier
Total
" Zone 1 extends out 30 feet perpendicu
additional 20 feet from the edge of Zone 1.
3 (2 for Catawba)
1.5
the top of the near bank of channel; Zone 2 extends an
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. None proposed

Page 1 I of 12

' 65/10/2006 08:20 4052653313 MCGEE INVESTMENTS rw%3r- V.CPU? ?__
(+_=XENCE 8 TECH PAeE 02
65/89/2006 16:29 3368961820

' Xy. sto mwate r (rgidred by DWQ)
Describe impervious =-mge (=isdug and propomd) versus total aelaage an the site. Di.Qcatss
' sto mwaw camtrvls proposed in oW= to protect soda= asters and wcWmds downstre m ftom
the propeny. If pereeat impervious surface exceeds 2096, please Favidc calculections
demonstratitm total moposed tm=vlous level. bnrvtova area is illrately 2.44 netts or
' Total rite acttage lr 3.48. ?s$ukg hVervipm; am is zE% rmpastd ? c?P?,x
M A tenrpomrr SoWment basin is proposed ar die MWhern prveprry line (see Sheet U which Witt bworm a
7x
,uatrrderentlon ponet
' X]j. Sewage Disposal (required by D'WQ)
Clowly detail the uWmatr, treatment meshods'and dsposid-= (non-disd%& gt or disdbage) of
wastewater gerscmW from. the proposedprolect, or availab)c capackyofft subject fadlity.
' Wastewater ifgoxtl w11f be provided by the wjnam 4dvx1Forsl14 County U11111tier DIA*a to the local P©TW.
?LIIL Yf*lstV*g$ (required by DWQ)
Is this site inviolativn of DWQ Wetland Ruka (15A NCAC 2H .0504) oc aay Buftr Rules?
Yes ? No Q
' Is this an a8er-the-fact permit application? Yes ? No El
XW. Cumulative lwgzcb (rMWmd by DWQ)
' Will this project (based on l2a and =asonably anticipated fhtmn impacts) result in additional
developmetit, which could impact nearby dAw>vgn= water quality? Yes ? No ff)
If yes, please submit a qualitative or gmn*ativc cumulative impact analysis in accoManec with
the most meant North Carolina Division of Water Quality policy posted oa our wcbsite at
htto://h?.o.enr state. cAWncwedaads. If m nleme orovidc a short na md= description.
The propMOMfed will encompass At entire ior: therefore, there is fw room foraddnioaat demlopm"t.
Xv. Other Clrcomstw ees (Optional):
It is the applicant's responsibility to submit the application etc =tly in advance of desired
constraction dates to allow processing timo Poor these permits. However, an applicant may
choose to list constraints associated with consUu4m or scquociM9 OW toy bwpose limits on
' woxk retainer (e.g., draw-downs sa mUles for idkes, dates amoc%ated with Endangmd and
Thrsa e=l Species, accessibility p mblems, or other issues outside of do applicant's control).
/Z S'- to'o?'
gmV signature )Date
' Appli nt/A
(Agenfa signature is valid only if am auftrization letter from the applicant is pivvided.)
' Page :2 of 12

1

1?
I
NC DWQ Stream Classification Form

11

0

?I
NCDWO Stream Classification Form
Project Name: 1 tr5b,( River Basin: q CUE77 County: FoJ y t {-y? Evaluator,
?? C V?to J
DWQ Pr01
N tuber. Nearest Named Stream ldif 61MP I.atitudc:3(s°py' Tot n N Signature: U,?1
pa 11
Date: $ 4 ey USGSQUAD: Wte;laUI Longitude:Sp) St;y,qj*,Location/Direcdons:?Fa+nos}o ) j;1r C
*PLEASE OTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Sta w
Also, # in the beat prefesslonal judgement of the evahrator, the feature is a man-made ditch and not a modified natural stream-this
rating system should not be used*
Primary Field Indicators: (CircteoneNumberPerLtne)
1. Geomo holo Abse Weak Moderate Strom
1) Is There A Riffle-Pool Sequence? 1 2 3
2) Is The USDA Texture In Streambed .r
5) Is There An Active (Or Relic)
PRIMARY BIOLOGY INDICATOR
Secondary Field Indicators: (Circle One Number Per Line)

k

u

3) Does Topography Indicate A
Natural Drainage Way? 0 .5 1 (1^5 1
SECONDARY GEOMORPHOLOGYINDICA TOR POINTS: • S
II. Hydroloev Absent Weak Moderate Strong:
1) Is This Year's (Or Last's) Leaflitter ?-?
4) Is Water In Channel And >48 Hrs. Since
5) Is There Water In Channel During Dry
SECONDARY HYDROLOGY INDICATOR
1.5
1.5
TOTAL POINTS (Primary + Seeondary)= (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)

II. Hvdroloey Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 it 2 3
PRIMARYHYDROLOGYINDICA TOR POINTS. I
8) Are wetland Plants in StreambtA7 SAV Mostly OBL Mostly FACW Mostly FAC Mos CU Mostly UPL
(• NOTE: IjTotal Absent OfAll Plant In Soeambed 1 1 .7S .5 0 0
Noted A bow Skip is t LESS V Presenft
SECONDARYBIOLOGYINDICATOR POINTS.
.4

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)
001 Excavation, fill, grading Forested No 500 0.054

Total Wetland Impact (acres) 0.054
3. List the total acreage (estimated) of all existing wetlands on the property: 0.04 (see text)
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, multiply 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
002 UT to Brushy Fork Creek Fill Intermittent 2.5 feet 180 0.010

Total Stream Impact (by length and acreage) 180 0.010
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
No open water impacts

Total Open Water Impact (acres) 0.0
(
Page 8 of 12 JUN b 2006
C-E-11Z • Vi,%TER CUr'11TY
E"6 1 DS A110 STGRM7kAUER EM V

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): am
Wetland Impact (acres): 0.054
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.064
Total Stream Impact (linear feet): 180
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes Q 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.
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 Q wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation, embankment, spillway (see attached text)
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Temporary sediment basin and pennanent stormwater detention.
Current land use in the vicinity of the pond: undeveloped wetland.
Size of watershed draining to pond: 5.8-acres Expected pond surface area: a] -acres
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.
The proposed retail store, adjacent parking area and stormwater controls occupy the entire lot and development was
not econniically feasible unless the entire area was used. The existing wetland will become part of the stormwater
control and may eventually become a wetland as viable as the existing one. See text for more explanation.
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.
Page 9 of 12
geosdence &
??k ®R® 9
Po Ao
„Practical Engineering &
' Environmental Solutions"
2050 Northpoint Drive • Suite A • Winston-Salem, NC 27106
Phone: [phone] • Fax: [phone]
e-mail: [e-mail]
May 9, 2006
Mr. Todd Tugwell
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
' Raleigh, North Carolina 27615
Telephone [phone]
Mr. John Dorney -
Division of Water Quality
NCDENR
' 4401 Reedy Creek Road
Raleigh, North Carolina 27607
Telephone [phone]
' RE: Preconstruction Notification Application
Ashley Furniture Homestore
' KG NC Holdings, LLC
Winston-Salem, Forsyth County, NC
Dear Mr. Tugwell and Mr. Dorney:

@9aV91
MAC g 2p©b
vje x00051
' On behalf of KG NC Holdings, LLC. (KG NC), Geoscience & Technology, P.A. (GeoSci) is
pleased to submit the enclosed Preconstruction Notification Form (PCN) for proposed retail
commercial development of a lot on the north side of Hanes Mall Boulevard in Winston-Salem,
' NC. The following text contains additional information concerning the proposed project. Where the
information pertains to specific items in the PCN, the PCN section numbers are referenced.
L

Background
KG NC, expects to close the purchase of Forsyth County Tax Block 3901 Lot 7H on May 9, 2006.
The site is located on the north side of the Hanes Mall Boulevard, approximately 0.8 miles
northwest of the intersection of Stratford Road with Hanes Mall Boulevard (hereafter referred to as
the subject site or subject property). KG NC retained GeoSci for engineering and environmental
consulting services related to development of the property. Forsyth County tax records indicate the
property contains 3.48 acres. KG NC proposes to clear and grade the property and construct a
40,500 fe retail furniture store with adjacent parking area.
The property is currently vacant and mostly wooded. The surrounding area is primarily retail
commercial property, or will be developed as such. GeoSci identified a small wetland at the

' Mr. Todd Tugwell
Mr. John Dorney
' May 8, 2006
Page 2
' southern end of the property adjacent to Hanes Mall Boulevard and extending upgradient along an
existing drainage valley. There are two drainage valleys on the subject property that join to empty
into the wetland. Additional discussion of the hydrologic conditions on the site is found below.
' Neither of these valleys contain solid or dashed blue lines, according to the USGS "Winston-
Salem West" 7.5-minute topographic quadrangle map. A portion of the USGS map is included as
Figure 1, "General site Location Map".
' It appears that Nationwide Permit #'s 39 and 43 may apply to this project. Based on GeoSci's
analysis of these permits, it appears that the project is within the thresholds and criteria for these
permits.
' Hydrologic Conditions
Surface Water
' Little Creek is the nearest downstream water located approximately 500 feet south of the subject
property. Little Creek is a tributary of Muddy Creek, which it joins approximately 3.2 miles
southwest of the subject site. Little Creek is a Class `C' water (index #12-94-11) according to the
' NC Division of Water Quality (DWQ) basinwide stream classifications available on DWQ website
as of the date of this application.
' According to the 1994 "Winston-Salem West" USGS topographic map that contains the subject
property, there are no streams indicated by either a solid or broken blue line. There is a two-
pronged drainage valley indicated on the map that ultimately discharges to Little Creek. The
drainage from the subject property is piped beneath Hanes Mall Boulevard. The two prongs or
' forks of the drainage feature converge in the northern portion of the property to form one valley,
which terminates at Hanes Mall Boulevard.

r

7

Surface water has not been observed in the western fork of the drainage during numerous site visits.
The western fork of the drainage is approximately 260 feet in length. Based on the apparent
accumulation of at least two seasons of leaf accumulation in the western fork and the absence of a
defined stream channel, it appears that this portion of the drainage has not contained surface water
for a significant length of time.
The eastern fork of the drainage, including the valley below the confluence, is approximately 620-
feet long and does contain water along approximately 330 linear feet (LF). Water depth averages
approximately 3-inches and averages 2.5-feet in width along its length. No riffle-pool sequences
were observed. The drainage has a poorly defined or absent channel and there is no real floodplain
except in the lower approximately 100 feet, where the valley widens slightly and the area is
apparently a wetland (see below). A few crawfish burrows were observed in this area. No fish,
amphibians or turtles were observed in the surface water; however, salamander trails were observed
in the sediments adjacent to the surface water. The extent of the surface water is indicated on Sheet
1.
GeoSci evaluated this surface water as part of an environmental site assessment for the previous
property owner in September 2005. GeoSci's evaluation resulted in a total score of 11 (eleven)
based on the NC Division of Water Quality Classification guidelines. A copy of the stream
classification form is attached to this document. Based on our observations and evaluation, it is
GeoSci's opinion that the surface water in the eastern drainage valley does not even qualify as an
intermittent stream and is not subject to regulatory jurisdiction. The proposed project includes
filling both drainage valleys and placement of concrete pipe for drainage purposes (see Sheet 2).

C

1

Mr. Todd Tugwell
Mr. John Dorney
May 8, 2006
Page 3
Wetland
As noted above, the downstream (southern) end of the drainage valley is slightly wider than the
upstream portions and is apparently a wetland. This assumption is based on the presence of several
obligate wetland plant species, wetland hydrology criteria and hydric soils. Wetland identified on
the subject property occupies approximately 1,740 ft2 or 0.040 acres. The wetland continues onto
the adjacent downstream property and the right-of-way of Hanes Mall Boulevard and contains
approximately 593 ft' or 0.014 acres. This apparent wetland may have been created when the fill for
Hanes Mall Boulevard was placed. The fill slowed the water flow and caused sediment to
accumulate on the upstream side. The apparent wetland extends upstream from the base of the slope
at Hanes Mall Boulevard approximately 120 feet and averages approximately 20 feet in width along
its length. The apparent boundary of the wetland was defined in the field by Peter H. DeVries,
GeoSci's wetland specialist, and was surveyed by Coe Surveying. The extent of the wetland is
indicated on Sheet 1.
A temporary sediment pond and permanent stormwater detention pond is proposed for the wetland
on the subject property. The wetland on the adjacent property and the right-of-way of Hanes Mall
Boulevard will remain unchanged; however, incidental non-equipment impact may occur during
' construction. The total wetland impact for this project is considered to be the wetland on the subject
property.
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J
0

Project Description (PCN 4111.10)
Proposed construction details are indicated on Sheet 2. The roposed project consists of:
1) Clearing and grading for the construction of a 40,500 ft retail furniture store, adjacent parking
areas and erosion/stormwater controls.
2) The drainage valleys will be filled and reinforced concrete pipe (RCP) placed for drainage
conveyance.
3) Wetland existing on the subject site will be excavated and/or filled to construct a temporary
sedimentation basin, which will become a permanent stormwater detention pond.
The project is described on the attached Sheet 2. Sheet 1 is a survey of the property indicating
existing topography, wetlands and drainage valleys.
Wetlands Impacts 4VI.1)
The wetland impacts will be confined to the wetland on the subject property. These impacts will be
the result of the construction of the sediment basin/detention pond described above and on Sheet 2.
A silt fence will be installed on the southern subject property boundary to prevent incidental impact
to the wetland on the adjacent property. Equipment will not be used in the `off-property' wetland;
however, incidental impacts may occur as a result of construction personnel working in the area.
For purposes of this application, no impacts to the wetland on adjacent property and/or right-of-way
are included.
Stream Impacts (4VI.3)
As indicated above, the surface water upgradient from the wetland does not appear to qualify as an
intermittent or perennial stream. Therefore, the filling, piping and relocation of the drainage valleys
on this site are not considered impacts to streams.

I I

Mr. Todd Tugwell
Mr. John Dorney
May 8, 2006
Page 4
Pond Creation (§VI.8)
The proposed temporary sediment basin and permanent stormwater detention pond will encompass
all of the wetland on the subject property. Based on the proposed elevation of the outlet pipe for this
pond,, the surface area of contained water will be approximately 4,500 fe or 0.1 acres.
Impact Justification (Avoidance and Minimization) §VIl•
The impact of the proposed detention pond is limited to the wetland on the subject site, avoiding
impacts to the adjacent property. Since most of the site drainage will be directed to the detention
pond, it is likely that the detention pond will itself be a wetland or have significant wetland around
its perimeter. Therefore, it is possible that the wetland impacted by the proposed construction will
ultimately be replaced. Furthermore, since the existing wetland may be man-made, the relative value
of possible created wetland will remain the same.
The original and one (1) copy of this application are enclosed for the Corps of Engineers. Seven (7)
copies are enclosed for the Division of Water Quality. A check made payable to the NC Division of
Water Quality for the application fee of $200.00 is attached to the cover page of one copy of the
application sent to the NC DWQ. Please let me know if you have any questions or require further
information with regards to this application.
With best regards,
GEOSefENCE AND T
`P. A.
SEAL Carl vo
Ise 024697
Senior Civil En?tNt;.: C?
Wi?\
enclosures: PCN form"SISE
Original and one (1)Zopy to Todd Tugwell, COE
Seven (7) copies to John Dorney, DWQ
attachments: Check for $200.00 application fee attached to one copy sent to NC DWQ

i

FIGURE 1 and Sheets 1 and 2

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PCN Application Forms

u
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
0 Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
x? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 and NWP 43

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), the a?LS
D `f n
II. Applicant Information U
MAY 1 8 2006
1. Owner/Applicant Information
Name: KG NC Holdings, LLC, Chris Preston, Construction Manager yam AND" - WATER
U AND ST QUALITY
??
' Mailing Address: 432 S. Mustang Road
Yukon, OK 73099

Telephone Number: 405.265.3200 Fax Number: 405.265.3313
' 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.)
' Name: Carl von Isenburg, P.E.
Company Affiliation: Geoscience & Technology, P.A.

' Mailing Address: 2050 Northpoint Dr.
Winston-Salem, NC 27106
Telephone Number: 336.896.1300 Fax Number: 336.896.1020
E-mail Address: [e-mail]
Page 5 of 12
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III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of ' any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Ashley Furniture Homestore
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): 6804-86-8504
4. Location
County: Forsyth Nearest Town: lVinston-Salem
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers/names, landmarks, etc.):
The site is locted on the north side of Hanes Mall Boulevard, approximately 0.8 miles north-northwest of the
intersection of Stratford Road and Hanes Mall Boulevard
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): 36.1842 ON 80.7502 °W
6. Property size (acres): 3.48
' 7. Name of nearest receiving body of water: Little Creek
' 8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at h"://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 annlication:
The site is vacant and undeveloped The site is mostly wooded. Surrounding land use is primarily retail
' commercial.

Page 6 of 12

10. Describe the overall proiect in detail, including the type of equipment to be used:
' Applicant proposes to clear and grade the site for construction of a 40,500 SF retail furniture store, adjacent
parking area and erosion/stormwater conveyances and controls. Further explanation of project details are
found in the attached text. Equipment to be used includes trackhoes, backhoes, and other earth moving
equipment.
11. Explain the purpose of the proposed work:
The purpose of the project is to provide a stable area on which to construct a retail furniture store, adjacent
parking area and erosion and stormwater conveyances and controls.
' 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.
To our knowledge, no jurisdictional determinations and/or permits have been requested and/or obtained for this
project.
V. Future Project Plans
' Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated for this project.
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:
A temporary sediment basin that will become a permanent stormwater detention pond is proposed for the wetland
' existing on the subject property. This will include excavation, filling, construction of a spillway and installation of an
outlet pipe. No impact is proposed for wetland on the adjacent property and Hanes Mall Boulevard right-of-way.
There may be incidental impact by personnel and/or sediment; however, no equipment will enter this area. There are
no proposed stream impacts. See text for fitrther explanation.
Page 7 of 12

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.
LII

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Wetland Impact
Site Number

(indicate on map)
of Im
Type pact

• 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)
001 Excavation, fill, grading Forested No 500 0.04

Total Wetland Impact (acres) 0.04
3. List the total acreage (estimated) of all existing wetlands on the property: 0.04 (see tear)
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, multi ly 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
No stream impacts

Total Stream Impact (by length and acreage) 0.0
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 Waterbody
(if applicable) e)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
No open water impacts

Total Open Water Impact (acres) D.0
Page 8 of 12
L

6. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): 0.0
Wetland Impact (acres): p.p4
Open Water Impact (acres : 0.0
Total Impact to Waters of the U.S. (acres) 0.04
Total Stream Impact (linear feet): 0.0
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.
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 K] wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): E.vcavation, embankment, spillway (see attached text)
' Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Temporary sediment basin and permanent stormwater detention.
Current land use in the vicinity of the pond: Undeveloped x•etland.
' Size of watershed draining to pond: 5.8-acres Expected pond surface area:-O. I-acres
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.
The proposed retail store, adjacent parking area and stormwater controls occupy the entire lot and development was
not econmically feasible unless the entire area was used. The existing wetland will become part of the stormwater
control and may eventually become a wetland as viable as the existing one. See text for more explanation.
VIII. Mitigation
1 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.

Page 9 of 12

1
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
' 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.iic.us/ncwetlands/stnngide.httnl.
1. Provide a brief description of the proposed mitigation plan. The description should provide
' as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
' description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
' Based on the apparent total wetland impact of less than 0.1-acres and no stream impacts, mitigation is not
proposed.
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.nc.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): None
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
Page 10 of 12

1

IX. Environmental Documentation (required by DWQ)
t 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No x?
' 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 ?
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 E]
' 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 V Yes ? No x?
' 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 Multiplier Required
(square feet) Mitigation
1 3 (2 for Catawba)
' 2 1.5
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 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. None proposed

Page 11 of 12

' 05/10/2006 08:20 4052653313 MOGEE INVESTMENTS r-$4k= uz.
05/99/2006 16:29 3368951020 L+-=IENGE 8 TECH PAGE 02
1
XI. Storwmater (required by DWQ)
Describe iraperviong ac =age (existing and proposed) Y6r a WW ac mp an the site. Discuss
' stootmwatcr controls proposed in oxder to protect surface waters and wctlands downstman ft=
the propeny. If percent impervious surface exceeds 20%, please provide calculations
demonstratum tonal arotmsed in:=vious level.
Total We arteaga 4:3.48. Bx4ring Impervious ww is wro_ ProPand kwrvlo;a area is app vxfVWdp 2.44 acrrs or
' 70.7*. A toWorwy seWwar basin is proposed ar dw wadjern proeprry /lne {see Sint 2), wAkh will becom a
perrmenetttsron„waater drtenrlarr panel
X11. Se.rage Disposal (required by D'WQ)
' Clearly dcW the uWm= treat;nent metlwds'and disposition (non-diaebarge or discbarge) of
wNtewAter generated from the proposadpmJact, or available capacityofthe subject facility.
' Wastewater dirpoml wW be provided by the Wj-,w t 4d1Vx1Fexs7tb Caxnry Utllitks D1vl m ro the l neat PQ7W.
' XUL Vfalations (requited by DWQ)
Is this site in violation of DWQ Wetland Rules (1 SA NCAC 2H .0504) or aaY Buffer Rules?
Yes ? No Q
' Ts this an after-the?-fact peamit application? Yes ? No

F

XiV. Cumulative Jugyacts (required by DWQ)
Will this projcct (based on past 2nd reasonably anticipated fbtutt: impacts) result L3 additional
&Tdoptmeat, which could impact nearby do?rn water quality? Yes ? No
If yes, please submit a qualitative or goan*ative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water quality policy posted on our wcbsite at
http://h2o.enr.state.ncaWhcwedaada. If= talease omvidc a short nwative description:
M proposed project will encompass ft entire lot; rherefor4 there is no room fora&rkimial &w1opww.
XV. Other Ck=mstsatxs (Optiaua4:
It is the applicant's responsibility to submit the application so,ffieient3y in advance of cl=k d
construction dates to allow porvicessing lima Poor those petmite. However, an al,plicattt WRY
choose to list camatraints associated with const:uction or sap=ciug that insy impose limits on
woxk schedulcs (e.g., draw-flown sduxtd a for lakes, dates aaaodded with Eadm:g=d and
Threatened Spccim accessibilixy?pmblano % or other issues outside of the applicants control).
L
.,- (o-ob
Appl icdnvAmtls S ignature veto
(A.Scnt's signattue is valid only if am authorization letter from the applicant is provided-)
Page' .2 of 12

1

0

NC DWQ Stream Classification Form

I-

Ci

u
H

0

NCDW Stream Classification Form
Project Name: 15 t* re$N River Basin: A a County: For Sq {-L,, Evaluator l41 R)t Vt(tp J
DWQ Pro) tN tuber. Nearest Named Sttram:(4#1,e (/?atitudc:300V' lot" 1,J Signature:
Date: r $ dy6 USGS QUAD: LUi*;}a,n-&)eo )elf Longitudc.U) S t ;y¢??Location/Directions:l}Ar?os ??.
*PLEASE NOTE: Ifevaluator and landowner agree that the feature is a man-made ditch, then use of ihis form is not ne2141,6Po,1" S.A., G
Also, Vin the best professional judgement of the evaluator, the feature is a man-made ditch and not a modifted nature! stream-this
rating system should not be used*
Primary Field Indicators: (Circle onettwnbtrFwLlne)
1. Geomo holo Abse Weak Moderate Stron
1) Is There A Ritllo-PooI Seouence? 1 2 3
2) Is The USDA Texture In Stteambed 191
5) Is There An Active (Or Relic)
PRIMAR Y BIOL 0 G Y INDI CA TOR
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
SECONDARY GEOMORPHOLOGY INDICATOR
II. Hydroloey Absent Weak Moderate Strong
1) Is This Year's (Or Last's) L.eaflitter ?-?
4) Is Water In Channel And >48 Hrs. Since
5) Is There Water In Channel During Dry
SECONDARYHYDROLOGYINDICATOR
1.5
1.5
' TOTAL POINTS (Primacy + sect, ndaty?= (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
F
II. HydroloQV Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 e I) 2 3
PRIMARYHYDROLOGYINDICA TOR POINTS:_J_
a) Are Welland rlantS In JtreambW7 SAV Mostly OBL Mostly FACW Mostly FAC Mos0CU Mostly UPL
(*NOTE OrTotd AbAwe tfAU Plana In sav embed 2 1 .7$ .S 0
Noted Above Skip t LESS Y enr*SECONDARYBIOLOGYINDICATOR POINTS:
GEOSCIENCE & TECHNOLOGY, P.A./GENERAL ACCOUNT
NC DENR-Div. of Water Quality 9103
5/11/06
Preconstruction Notification Application Fee
Account Detail: 5-4000 Subcontractor & Other Services
9103
$200.00
$200.00
~ N ~ ~
~ O
Cleanout w ~
Z _ U W
_tic.~Ti,:.kr~, ~=r ~u. !a _ r:.µ~~~, ~ Ia.~ ll~k'~EF;T / ~
rr~~t~a T~ "~T 4r~1Ir~,,:i,,..t ~~y~,,l ~,~1 r'g wLI~CC ,-Lt~~~~Tfi ni; ~ ~~~!r,. L,_,~ ~,"~aC., a.f:l~N~r~i I . _ - ~1 av_, n.~ _'s~~?? i7F'a iJ,aw Iw:`a~ 1.3" ~J.C1~ s.~7'~: 1~ _r '?i.~` Rr;:F a ,'C
n. I :~0~!..! Ne,:~ r~.d.i"!u ~'J• ~ LI,?i. 1':>1.1?? f, ~.i7 ;f,C~1' {a.t3~ :.r 1~~'.-• ~:I~.,a~ -~.~G..~~ ~.v14 8`-F TEMPORARY INLET PROTECTION J ~ m •,y 14 p
t4:: r~.~!.•-;} ~".:1 ii.~~~1 L!i.e 1" -.G ~'Jl.~. "E~.,~.ri w ,.~r~ 1 ~
~ ~ ~w .wry .11..a~ o.~.'"s` !;J.C I,:i:. ~.r;, 7.11.. x.37 _ 's~ :`1~ ~.1 ~C 4'' I~i~.(° 1 i.~,. r
_ _ ~a4 w,:: =~r4 _..`,+41 sdl lJ.r°°~ I: 'ir ;-.27 7,C!i;f 1..~~ L'1" ~.u : hr °S?.~"s Er ' ,1r P SF SILT FENCE
d~~ol.;??,fa =L'1 !:I r~ iD.C sw :)'m 1.3a= D,L~1~ :.IJ~ ~I:° 1?'' 55 ~'+'.~v B.~F° Bap: ~
{:.i NI~. "~ari _ !L fr i.~,0' I„ t~M >'C',3~ ',~,~:~14t i..i7°~, ~ 7~,e F.a 7i~~.3J ~~Y?.r`1 '.t,.F °t.f~ ~ . LIMITS OF DISTURBANCE 1
P +
a~ s7r~p• ~ ~ LIMITS OF DRAINAGE AREA ~m
` G~ id!.pc.^1 .3: ~;1 17,a~= fr :1 C.a, 7,C'~t~ .r;l 1.~' ~L ~a °'DZ.~1 s7r~F°° ~ B? a~1C`~},5 :r~"~~ ;J.C ~ t ~.3F D.r~iy 5.~:, . 1r" ;~tla ~ "~D1.3~r p,tf° k.tF° ~
D+~ r<nai -1:';Il,f~ Sur"I„ ! 3,La i.' 1. fa.;~~ D,G1:; i.:;~1'. 1~ ~ ?11 , -a~!°I,?4. IxiF= m ~ rxiF= . ~ . RCP STORM DRAIN c° ~ 1
I C-~~1 B~ 4~~}l.r~ ~.~.~1 G~.~3`v ~r.C~ i ~a_ t~.~~ ,r~ir . a°el'~ 1~" .._°9C.?8 ;,~s~.:le, f?~4f~ 8CI' k
I ~j wi 5il„ ;ai,l: Jui._ fiw i'~ Li. I;' ~}ri ~-r -~~i- ~-,n i; i W ~ f ~
k~~ ~Ira~ rep 11 i _ I i~.uJ -;,L~1~ ~ 4.`I i,,,I iM' ~'!W~. J ~1.~ R~:F` ~ CURB INLETIYARD INLET Q~
Ei' ~:I~, 4+-IJ.2 '•'.~Oc IJ.., i'r.l°! ~,:~a~ F..°):a 1,Gi1.. ..51,,. 1~,:, __?-.;?0 ~~i~,F! it~f~ i~~4~
I ~;y ut; I [.7",a ~i~~r,r, I'I :'i t .I', I~ s~ <~n .y i., pi A , I ~.~ta t'7 e .d: ;7,1!ia w 1~~., J~. ~1.. SwF ~~wF' /
I
I .~4~1t fu'~'_. L'.7a~~!.;~ ,tli~,.. i,~.r' Ir :~W .`}~'.'0`~ 7,C'15 ~~'..sl,],.. ..°.1 ?,?.".L~ ~~O~.a!I.` rM~wP M~wF ~ PROPERTY AREA: 3.45+1-ACRES
_ _ rL~~14: ~ f=~<.C~° Sri: r;~:': prr~r:rl. t~r~ti°; i.~OD D.C~1LE 1.DJ 1~" .4 "w 5~ ~'7+1.~~F ?~F° k~F' DISTURBED AREA: 4.3+1-ACRES yr
~F 1 1
m' ~
a ~
1 Do' ' ~
1 ~,ti' 1
1~ ~ ~ ~
~ Ex. 8" 90 Bend
Temporary Sediment Basin & /
Permanent Detention Pond. ' 1 See Sheet ESC-2 /
/ r"t
.c m
1 3 / `c ~ ~ o
1 ~ ~ Ex. 8"DIP Water ' m /
Lrne Q - Replace ex. curb inlet cover with ~ ~ ~ w - grate. ~ / ~ Q
Q 1 w 0 ~ /
1 ' ~ Meet Ex, Grade & Cur ~t Ex, Grade & Curb - ~ ~ W
1 Q 1 ~ ° / a ~ LMITS OF CONSTRU 1 - CTION /
1 a` ~ \ ree+os~
~ ~ ~"~zs e- ` ~ 5. 1 ` 1 I 267.85', . M M ' p / • ~ /
1 . ~'r ~ ~ A7 ~ 2 W W
~ ~ Flr_ a Hydrant ~L 1 800 J w _ 4 U x
1 ~ RIM = 791.90 - /
~ 1 0 1 ` ~ ~ INV. OUT = 788.85 _ ~ ~ ~ -Water Meter / ,
r ~ ~ O TW: 788.33 _ ~ / O
o, ~ , - 1 BW: 788.00 S / fl ~ - / ~ r
LMITS OF CONS ~ ~ ~ - ~ Dumpster Pad. - _ ~ TRUCTION .
EX. 24"RCP Screened ~ .r..~ ~ ~ ~ ~ 1 drains 1.5 a _ - - - w of Hi hw acres o - - - - ~ ~ ~ ~ - _ - 790 - - - _ _ ' ~ • • , 790 , , , , , , , Segmental lock Retaining Wall > O ~ ~ ~ 'L. i
_ 9 ay Interchange ~ - - - - - " 8 1 ~ / ~ 8 _ _ 1 _ _ _ ~ - 1 Q ~p
_ - L e' l ~ ~ I-- _ - ~ o - ~ Temp. Rock Outlet at Silt Fence ~ Op (h 1 2H:1 V.. ~ 780 • • ~ I M
~ _ / - TW:788.33 / 1 0
- ~ ' I - S 2°-42'-51" W 343.34' 6~ - BW: 776.33 _ -e__- - - . - _ TW: 780,33 ' ' ~ II.
~ - - - - 2-8~ ~ FH _ - 15 ~ ~ - If of 1 - - 7 ~ 2 ~ ~ .C Z _ - •SH; ~ LBW: 780.00 _ ~ A6- _ - - 1 V ' • • ' ' \ ~ 0
I ~ 8 RCP - M~ I - _ ~ _ _ ~ @D.6% 20.0 f l / 7 ~ ~ _ - D _ cl N.z~ ~ _ Z a~
7 ~ Entrance protection: ~ _ ~ I ~ R RIM = 797.03 0~0_ ' . a~ • ~ 1 _ O f6 - F @ 2 0 c , TW: 780.33 ~ ~ N
1 1 Clads B Riprap on filter fabric - - 117 If of 18"RCP o l 797.50 ` ~ ~ 7 ~ Ir 50 - @ 1.7 /o - - - _ !~d INV. OUT -778.20 ~ C E \ R BW:775.00
~ V ~ •a 1 1 1 ~ ~95 If of 21"RCP o - 797.10 @1.5/0 0 ~ It of 24 ~76'~0 ~ ~ O ~ ~ 10 U~ - N ~ 1~O InN • O ~ . lo... USE, ~ ' O
1 ' 1 o RQ 797.40 1 ~ ~ \ 11 Y 1, g 9• / TW:788.00 ~ O 1,3f 760 ~ er' 775.50 / BW 77400 g C
~ 17 if °f 15"RCP , 1 A2, m° \ - ~ - -997'-40_ ~ 1. i ~ , @ 3 /o tf of 2 ~ 4.. RCP @ - m • ~ of 9~ TW. 780.00 NNE
o i 800 _ - 797,90 -797.90 797.40 61 1 w ~ CI Ud - ~ - 797.40 90~~ r'13 611f of 2 Class B Riprap - ~ • io . _ 01 y OE > / _ on Filter Fabric, 1 ~ BW: 775.00 UN
o RIM = 796.40 a ~ 797.90 - 797.90 _ 797.40 ~ ~ .1 1 1 a' ~ PI~~ • 4 ft radius _ ~ ~ In U / . . - - E -
INV. OUT = 79227 ~ ~ 794.33 ~ 797.90 - ~ A3 A4 1 / around Pipe _ _ . ~ ~ ~ • ~ - ~ TW: 780.33 ~ / o -
' 1 ~ ~ YI ~ ~ j _ \ 7 . • ° . BW: 780.00
o RIM - 797.10 ~ YI 2 A5 8 7 _ INV. OUT = 79028 ~ RIM 797.10 8 7 0,„ TW:788.33 , 1 ~ BW: 776.33 ~ . • . ° ~ , . ~
~ o ~ ~ INV. OUT = 788.85 CI ~ RIM = 797.10 o Emergency Spillway: Elevation 784, ~
1 , ~ \ ~ - - ~ _ INV. OUT = 787.33 ~ - ' • See Sheet ESC-2 . ,
800 - - ~ _ 6.50 ~ ~ - ~ ' Q ~ BW: 788.00 _ , U 7 ~ _ _ 7 \ 1
w ~ ~ I d Al , 65.0 - ~ 1~ _ _ I,
' " ~ 3H / ° \ ~ CI - ~ Pavement Flush with - N o \ ~ ~ , .
RIM - 796,40 o ~ ~ ~ 0o i ~ /
1 INV. OUT = 793.15 ~ ~ o Sidewalk ~ / / 1 ~ ~ ~ ,L .L e- - /
1 1 a ~ I ~ / 1 ~
~ ~ BUILDING / _ ~ OUT TO OUT DIMENSIONS 180X225 67 - - / _ CI - - ~ 1 ~ / / ~
o ~ 40,500 SF / - ~ _ / / RIM - 796.70 ~ / = INV. OUT = 787.20 ~ ~ 10 ft, yard surronds pond ~ ,
c S gmental block retainin wall ~ ~ / / B8 m / /
FFE 798.OD ' Max, ht 3 ff, - - - - 797.50 - ~ - 97.90 / X / ~ 797.10 ~ - /
;1 0 / ~ 1 1,5 J ~ / /79.90 ~ - _ RIM = 795.25 ~ Temp. Rock Outlet82 1 _ /
/:-77.40 ~ Clean ~ ~ ~ ~ ~ W Water Berm / o o ~
I 65,0 i i ~ N 1 °-31'-3 E > 77~~ gq~~ . ~ cv ~ 0
4 ~ ~ ~ •;I~f sirr .gig
/ ~ 1 I ~ / o / B1 ~ , / ~Ilr~~, ~re~' -
96. D / I m ~ 9 CI ~ - / ° \ Mmm~ in / I ou etS9 / Q C ~
I 3, ~ RIM - 796,80 ~ RIM = 796.76 ~ /
INV. OUT = 793.55 ~ / ~ 1 I ~ ~ 2H 796 ~ INV. OUT = 788.09 ~o W ~
_1 Pavement Flush wiib, I I ? 0 Sidewalk ~ - / o / ~ > ~ ~ , ~
z / ~ ~ • \ ~O ~ d
I I I N/O` 0 \ °1° / / /
1 ~ > • ` ~ m / / / T ~
? r N / i 1 0 _ I (a m A18.0 - 6"Curb all around, except at / Q
O Handica etl Parkin and / ~ 0 n ~ pp 9 / sQ' Tem ora Construction • / Q p ry /
I E Loading Zone ~ ,~0 ~ • / Driveway.(See details).
I ~ _ ~ ° 797.66 " ~ r / / ~ \ / vJ
N ~ 797.40 I „ ~ 0`0 0 I ~ / 797.90 _ o O / o \ / / W / ,
~ / \ ~ / Z
~ ~ / j I I ~ / / J / \ ~ / / Q~ \ ~ ~
- 6.86 ~ ~ 3 If of 15' RCP @1.3 I 82 If of15.,R i ~ \ /
~ CP ~ 82 If of 15" RCP @1.3% - .86 , ~ / @1.3% ~ - / 795~IU'~~. $6 797.56 / q / \ SF /
_ .86 797.56 _ - FM R \ _ \ l FN ~ / m
0 , i • ~ _ •N T
I _ I - _ ~ ~ ~-•R / 'x
. . / ~ \ ~ ~ x o p
T_ LMIT i B3 ~ S OF CONST ~ CI \ 1.5 :1 Slope RUCTION / \ m ~ Future Connection Road ~ ~ ~ z
I RIM = 796.76 ~ ~ ~ ~ _ CI B5, ~ ~ / ~ m ~ 0 ~ ~ ~ / o - > ~ ~
I INV. OUT -792.41 I I RIM = 796.76 B4
INV. OUT = 791.34 CI CI ~O RIM = 796.76 I RIM = 796.76 INV. OUT = 78920 ~ c m ~ / ~
` INV. OUT = 790.28 ~ ~ ~0 O o w ~ ~ ~ - c a o
I \ I a \ _ /
/ . s
N m
I ~ I % W Z
I I I ~
I _ r
799.8 I 799.6 0 30 60 90 120 FT
I I I
I 805.2 803.3 I I o z SCALE 1": 30'
I ~ I 800.9 / W x LU =1

(n N
~ ~ 00 O
Cleanout w
HANES POINT SHOPPING CENTER Z w ~ 0
(EXISTING) o: a
~ U
0 w
~ ~
i a ~
aro

I m
o ~
I - 0
o .c N
J a`
1 °
1 ° Q o Q 0
o v 1 ~
cr ~k 1 0
F~ ~ ~ N ~ m
3 0 a ~ H
~ 1 'c' 0 o ~ ~
1 1 a
1 1 k ~ ~
1 1 \
1 1 \ Ex. 8" 90 Bend
1 1 I ~ Tem ora Sediment Basin & p ry ,
Permanent Detention Pond. ~ See Sheet ESC-2 Q~
1 ~ ~ \ - ~ rl
o 1 .c
1 1 1 ~ ~ ~ Cjrj g 0
1 1 ~ Ex 8"DIP Water Line ~ ~ Replace ex. curb inlet cover with ~ ~
Q 1 rate. ~ ¢ 9 0
1 Q 1
1 ~ Meet Ex. Grade & Curb .Grade & Curb - ~ W N
1 ~ 1 Q ~ ~ ~ ~ r ,
5 2°-50'-O6' - / W P6 . M M
1 I 267.8 ' 1 ~ 5 f \ 7.85 0 M M ? ~ ~
1 I 1 ` MEG \ o A7 \ ~ 2 ~ / W 2 _
1 1 ~ \ ~ 1 Fire Hydranf YI - 00 ~ J s - 4 / ~ ~ V
1 1 RIM 791.90
~ 1 ~ INV. OUT = 788.85 _ / O
1 ~ ~ ~ Water Meter 1 ~ 1 1 ~ ro TW: 788.33 - - ~ ~ O
of 1 ~ ' BW: 788.00 / ~
1 ~ ~ ' - ~ Dumpster Patl. - ~ ~ . i 1 CD
1 Ex. 24" RC' Screened ~ " I ~ ..........790•' ~ ~ ' ' • . Segmental, lock Retairnng Wall ~ > op i90-----_ _ ~ L i
1 of ~ P drains 1.5 0 Hrghwa i acres ~ - - - - - N _ Y nterchange ~ 8 1 _ _ ~ (D 8 i _ _ _ , ; ~ ~
1 _ _ - _ _ l ~ ~ - - . - L o' • ~ ~ Q° . 2H;1V,•, 780 ~
1 fi - / - - - ~ ~ TW:788.33 .
f _ _ ~ ~ 2 51"W 343.34' _ TW: 780.33 ' .c Z ~ - BW: 776.33 _ - ' - - _ V
1 1 ~ - - - - 2-9~ FH o - _ A6- 1 15 If of 1 „ - _ - ~ . - - - - - - 2.5N, ~ . • ~ ~ BW: 780,00 F==1 ~ _
8RC - ~ - - 1 ~ P 0 ° @ 6/0 20.0 ~l / 7 7 ~ - - CI ~ N. ~ _ Z N ' - CI
1 ~ Entrance rotection: ~ - ~ ~O IM = ~ ~ i O (6 - RIM=797.03 20°~~--- ' 'c~ TW:780,33 ~ ~ ~ (n
• p ~ ~ - ~ ,p R Cla s B Riprap on filter fabric 1171f of 18" / - 797.50 ' ~ ' 7 ~ INV. i 1 1 ~ 1 RCP @1.7% - - - - _ ~J, INV. OUT =778.20 RGP @ p ' ' ~ • ~ BW: 775.00 ` ~ O '
I `796.50 ~ \ ~ \ X95 If - - - - - 1 1 1 of 21"RCP @1.5% 797_10 0 ~ p if of 24 ~?6 ~ ~ . ~ 1 OU ro ~ P - N ~ 2 ' ~ lo' 7 ~ OU~F' TW 88,00
~ 3~/o fnv' 760 ' ~ ~ 775.50 G . • • ~ - BW: 774.00 ~g~
1 1 1 ° 0. 797.40 17 If of 1 „ A2 ° \ ~ - ~9,~.40_ - _5 RCP @1.3% 24n RI of 6 . ~ _ TW: 780.00 ~ N 4" RGP @ Class B Ri ra ~ m of 2 p p - 1 E >
1 1 ~ . 797.90 ~ ~ 797.40 611E of to ~ CI ' Ud fiop - - - -797.90 ~ - 797.40 sp~"~......,,,,~ g1 If • . • m - ~ 5 BW: 775.00 NQ / on Filter Fabric, I • ~ 11 A• ~PEU . ro
1 w 1 _ a 797.90 - 797.90 - 7 7.40 _ o RIM - 796.40 U 794.33 ~ 7g7.g0 ~ 9 - • / 4 ft radius ; I U 1 , ~ ~ ~,P E ' . - ~ U / around Pipe ~ '
1 1 INV. OUT = 792.27 ~ ~ A3 ~ - ~ a~ , _ • • , • , TW: 780.33 o _ ,
1 1 ~ ~ YI \ - \ I ~ _ YI 1 w A5 8 7 / ~ 7 . ~ BW; 780.00 - o~„ TW:788.33 ~ ~
1 \ o RIM - 797.10 w \ RIM = 797.10 2 - 1 - INV. OUT = 79028 \ CI
1 1 0 ~ \ INV. OUT = 788.85 RIM = 797.10 - o _ ti Emergency Spillway: Elevation 784, ~ - See Sheet ESC-2
1 ~ ~ ~ 1 ~ \ ~ - - ~ - - INV. OUT = 767.33 Q 1 6_ , (dj ~ TW.788.33 - ~ t3 - 1 - , Q BW. 78 .00
00 V 1 796.50 \ ~ - \ tQ- -Q- 7 ~ - .v ~ \ ~ /
1 1 w 65.0 - I ~ 0`' - h
1 Al ~ ~ \ k 1 N ~ \ 3H / ~ ~ p . . 2 dap i.
1 CI ~ Pavement Flush with o~ _ 1 RIM = 796.40 y ~ / ~ _ \ - - ~ ~ ~~o~a - ~ ,
Sidewalk ~ / 1 INV. OUT = 793.15 ~ v Q \ _ - / -e-- ~
1 ~ ~ o / L_ 1 1 ~ \ /
1 ~ / / m I BUILDING - N 180X225 / / 1 _ I a OUT TOOUT DIMENSIO S / - B7 - CI ~ ~ ~ ~ ~ 3 _ - RIM 796.70 - ~ \ ~ 10 ft. yard surronds pond ~ ,
`0 ~ 40,500 SF / ~ 1 1 ~ ° / INV. OUT = 787.20 -
1 ~ / 1 Segmental block refaining wall ~ / B8 ~ ~
- o, FFE 798.00 Max ht, 3 ff. - _ - - - 797.50 - ~ - 797.90 / / - CI RIM = 795.25
1 1 .797.10 a / - - - INV. OUT = 792.82 - -
1 ~ 1.5.1 M ~ I /-77.40 ~ ~ ~ ~ ~ ~ W / ~ ~ o o ~
1 I @ I ' 65.0 ~ ~ ' `n ¢O ~ ~ , N 1 °-31' 3 " E > 174.29' ~ ~ ~
4 1 ~ \ N
I / / ~ 1 I 4 81 m \ ' ~ 6L B6
96.90 ~ w 1 i m CI o ~ \ Monument Sign Q CI
RIM = 796.80 ~ - \ RIM - 796.76 ~ p
1 I I z. ~ ,rn " INV. OUT = 793.55 ~ ~ r0 ~ ~ 2H 796 86 INV. OUT = 788.09 ~ ~ ~ W w
1 ~ ~ i Pavement Flush wfih. N r~; o ~ ~ ] r E'~ ' '1 ~
N - ~ 12.0 Sidewalk ~ ~ ~ ~ 1 I I 3 i o ,~fa~~~t. - i
f ~ ~ \ i I I I ~a • / ( / / 3~ .
1 ~ O 0 ^j ~ ~ ~ ~ / / . T
~ 1 0 N ~ \ ~l \ ~ ROW. .
a m p18.0 6"Curb all around, except at / Q v / \ V 1 1 ~ Handicapped Parking and ,Q- \ ~ ~ Q ~ . / • ~
Loading Zone / ~ 1 ~ h~ / .
I _ 0 797.66 - ~ °s~ \ /
I N a 797.40 ~ 1 v / o o ~ 1 I ( ~ / 797.90 _ ~ / ~ W ~ / ~ ~ ro
~ ~ / \ °9' / ~ ~ ~ ~ \ < <Z / J
~ ~ I~ ~ I v i Q~ \ ~ ~ m
~ ~ ~ ° \ ~ 1 I - 796.86 ~ I 83 If of 15" RCP @1.3 /o 82 If ~ I ._~of 15"RCP i ~ 82 If of 15" RCP @7,3% ~ 6,86 , ' - - - ~ kFa ~ \ ~ _ ~I'~ \ ~8'~ 0 ~ ~
@1.3° / ~ / / 1 ~ 795• ~ ~ 796.86 797.56 ~ - I q wF l ~ ~ SFM R ~
796.66 797.56 _ i - ~ ~ ' - ~ _ ~ ~ l EN ~ l m
_ _ _ - - ~ 80 - ~ - y ~ / 'x ~ ~ROW? . w
_ ~ /
I B2 ~ 283.05' • ~ ~ ~ , 0 0
I ~ l i ' I CI 1.5 :1 Sloe B3 m Future Connection Road x1 ~ E ~
I ~ p ~ ~ 1 RIM = 796.76 ~ ~ I CI ~ ~ ~ a~ a ~ - • ~ > o ~ ~
1 INV. OUT =792.41 = B4 65, . / 1 I RIM 796.76 CI ~ ~ ~
1 INV. OUT = 791.34 CI ~0 I _ RIM = 796.76 71. m ~ U c ~ ro - p W
1 RIM - 796_76 INV. OUT = 789.20 1 INV. OUT - 790.28 \ ~ _ / ,lam N
1 1 m
I \ t
\ x m
I W Z
1 I Q
I I
799.8 I 799.8 0 30 60 90 120 FT °
I I I p
I 8052 803,3 I o Z SCALE 1": 30' ~ w
I ~ 1 800.9
I I I I I I Wi

N N fA LL7
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Cleanout w ~ U
HANES POINT SHOPPING CENTER Z ~ W
(EXISTING) ~ 0
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0
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3 I ~ 4~ I--I
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I I \ Ex. 8" 90 Bend -
I I ~ ~ ~ F~ Temporary Sediment Basin & /
I Permanent Detention Pond. ~ See Sheet ESC•2 ~ /
I .c / ~ m , ~ o
I ~ v 1 ~ / 0 ~ o
1 ~ m I s~ Ex 8"DIP Water Line ~ ~ /
I Q I Replace ex. curb inlet cover with ~ ~ F grate. /
I ~ 0 ro 0 ~ /
~ Meet Ex. Grade & Curb - .Grade & Curb ~ W N
I Oy I ' Q ~ / ~ ~ ~ T~
I Quo ~ \ `S 2°•50'-06" W I ~ r~.2~~ ' S 2°•50'-06" W / V 1 _ M M
1 \ 67.85 1 267.8 ~ . 0 ~ M M ? /
I MEG \ ~ A7 \ ~ 2 2 / w w
I ~ \ ~ I --Fire Hydrant YI \ - 00 ~ w
1 ~ \ _ RIM 791.90 ~ I /
o I ~ ~ INV. OUT = 788.85 _ Water Meter / / ,
I ~ L~ O TW: 788.33 ~ ~ O
o~. I 1 \ N BW: 788.00 ~ SS / e M - / /
~ Dum ster Patl. ` ~ ~ - 1 p
Ex. 24" RCP dr ~ Screened - n ~ I ains 1.5 a d _ w I of Hihw Gres o ........790........ I o N W - - ~ - - - _ _ - ~ ~gp _ _ - _ _ ' ' • Segmental lock Retain~ng Wall ~ a0 ~ Q O
_ 9 ay Interchange ~ - - - - - - N 8 1 I - ~ ~ ~ 8 -i - - ~ , ry ~
I t_ ~ 78 ~ M
/ 1 1 / ° r TW: 788.33 ~ ~ ~ ~ • / r ~ 0 s
- - ~ ~ ; - ~ ' f < S 2 -42'-51" W 343.34' 6~ y` ~ _ - - - - - i ri a U BW: 776.33 - - - - , . . • . _ TW: 780.33 7 7 2 ~ ~ ~ ~ ~ tZ
I ~ ~ - 2-9• FH - o I 151fof ° ~ ~ - A6- • ~ ~ / o ~ •2.
I ~ 18 RCP - M i ~ - ~ ~ ~0.6% 20.0 fl / 7 - cl ~ Z a~ . .
Enhance rotection: ~ ~ 7 ~ - CI I p ~ ~ ~ _ J I ~ RIM RIM = 797.03 20°l0-_ c~. TW: 780.33 ~ ~ O ~
I Clads B Riprap on filter fabric _ - _ ' i 171f of 18" RCP o l 797,50 ~ ` ~ 7 ~ ~ INV. i X96.50 1.7 /a - - - ~ ~ ~ ~ ~J/ ~ ~~d INV. OUT =778.20 RCP @ 0 ' 'c ~ ~ ~ ~ ~
1 ~ \ - ~ ~95 If of 21" o ~ - - - - 797.10 1i of 24 ~16 ~ - ~ . BW: 775.00 O C 110 pU ' • - - - N p 1n~. ~ a ~ USE, F = 0 I ~ o
\ RCS @15/0 ° ° I I I ~ ~Q 797.40 ~ \ 117 If of 15"RCP _ 1N1~ _ ' .Y 1. TW: 788.00 ~ ~8 N \ 13% tnv' X60 - ~ ..e1" 775.50 G _ / BW 774,00 SMP~- ~ ~
1 A2 M \ - i - ~9~ 40_ - 1 0 ' ~ RI RCP @ - ' 'm ~ of 9 • . TW: 780,00 NNE -
~ ° Ct i ~ 80p _ - 797.90 -797.90 _ ~ _ 797.40 - 797.40 __1~.. g11t I w 1 _ 797, 90 ~ 61 ~f of 2 Class B Riprap ~ 0~ 6 ~ - ' ' BW: 775.00 NU / on Filter Fabric, . ; , c, 11 ~ A. . • U
o RIM - 796.40 _ U 7 .3 \ 90 - 797,90 797.40 _ I, ~ ,1 1 p',1'E _ / 4 ft radius ' fr U , • ~ / y,. - - ~ E' - ~
1 INV. OUT = 792.27 ~ ~ ~ 3 797,90 - - ~ ° A3 \ ~ / around Pipe cr. v• . - • • ~ _ . . o° _ a~ TW.780.33 / o -
I 1 ~ I - • . ~ • : BW: 7 a 7 TW: 788.33 80 00 ~ ~ 8 7 ~ ~ I
I \ o RIM - 797.10 \ 2 A5 8 7 INV. OUT = 790,28 \ RIM = 797,10 ~ BW: 776.33 ~ .
I ~ o ~ INV.OUT=788.85 CI I ~ ~ RIM = 797.10 _ q o ~ Emergency Spillway: Elevation 784, - ,
I I ~ \ ~ ~ - - INV. OUT = 787.33 ~ ; • ; • ~ See Sheet ESC-2 - ~J ~ TW: 788.33 3 / ref' • ~ , '3 Q ~ - BW; 788.00 _ N
X800---~ Q I I 796.50 \ ~ - \ --QO ~ 0 V 7 ~ - - Y \ f ' ~ ~ --Q- / ~
I Al ~ 65.0 ~ 1~ _ ~ ~
I " ~ 3H / ° I CI 'v wi h \
I RIM = 796.40 N ~ Pavement Flush t ^oQ° . _ I o ~ ~ \ / , 0~° r~ •
I INV. OUT = 793.15 ~ o o Sidewalk - / / ~ /
1 1 a \ 1 ~ m / - ~ ~ ~ , \ /
o ~ BUILDING / I _ ~ OUT TO OUT DIMENSIONS 180X225 B7 - CI - 1 I ~ / 3
m ~ 40 500 SF / ~ o / RIM = 796.70 ~ / - INV. OUT = 787.20 - - ~ I 10 ft. yard surronds pond 0 ,
1 ~ ~ / I Segmental block retaining wall ~ / / B / 8 / - ~ ~
Max. ht, 3 ff. - - - 797.50 I- ~ 97.90 FFE 798.00 / / I 1 797.10 •o CI / /
I ~ m / I ~ 1.5'.1 J / 79 ,90 ~ - _ _ RIM = 795.25 INV. OUT - 792.82 - /
I -77.40 ~ I I / / ~ ~p ~p W / / o o I-
I ' , 65.0 ~ / ~ N 1 °-31'-3T" E > 174.2 • ~ . ~ . ~ c~v m ~
I I a ~ I / ~ i ~ ~ / ~ ~ _ ;e;= n~ ~t'
1 I z / B 1 c° o B6 ~ ~ .~~h f
96.90 / ~ CI / ° CI ~ Monument Sign
N, ~ RIM = 796.80 ~ I I - / , RIM - 796.76 /
- INV. OUT = 793.55 / / ~ I I ~ m 2H INV. OUT = 788.09 ~ ~ ~ W ~ / o ~
1 Pavement Flush wf~h. 796 86 I I N 12.0 Sidewalk / - ~ , I ~ / ~ / ~ ~ . .,~~,t ~ ' '
z ~ ~ I / ~ a ~ ~G ~ a
1 I I ~a N ~ ° \ , ~ • , ~ / /
I ? ~C7 ~ > ~ m / Tom. / /
I ~ a m X018.0 6' Curb all around, except at / Q ~ 'ROW. ~ . ~ ~ / ..1
I I ~ H n i d Parkin and / \ G v a d cappe g / rQ- ~ / i
I I ~ Loading Zone \ ~ , ~ / ,
0 0'~ ~ i ~ ~T ~ ~ ° 797.66 - s` / / r^
I m ~ 7 7.4 ~ I d ~ 9 0 0~ I I I ~ / 797.90 _ ~ ~ \ / V/ / ~ \ / / W
I I z
I fD / ~ \ h^ / I / 1 0 ~i l / / J 0 ~ N Q / ~
I I ~ .796,86 i If of 15" RCP @1.3 /o ~ 82 If p ~ o ~ 83 \ i / , kFp ~ ~ "m = ~ / 8 F p~ ~ ~
I f 15 RCP ~ 82 If of 15 RCP @1.3 /o _ y~. I ~ @1.3% / ~ 6.86,' ~ I 795~'*-~•. 796.86 797.56 = = " " - 796,86 797.56 i - = ' ~ ~ qS F l
I ` - - FM R ~ ~ ~ / Fti m
1 _ - - 0 I - - I - m
.J . ~ ~R W / 0 /
I I / N 2°-39'-3 " > ~ ~ 10 I B2 \ 6 E 283,05' ' / \ ~ ~ x
I I ~ / / ~ I CI \ 1.5:1 Slope B3 0 0 / \ m -Future Connection Road ~ E z
I RIM = 796.76 ~ ~ ` / I CI , 85, I INV. OUT =792.41 = B4 / ~ N 0 ~ ~ ` / ~ ~ _
I I RIM 796.76 I INV. OUT = 791.34 CI CI - RO / ~ m ~ - \ \ ~ U
I RIM - 796.76 ~L I RIM = 796.76 INV. OUT = 789.20 / \ ~ ~ ~ c ~ / _
I INV. OUT = 790.28 ~ ~ I2 c a ~ \ _ _ /
I I \ m
I ~ ~ ~
~ N m
I ~ I i x / z
I I ~ 3 / a
I _ 30 60 90 120 FT
I - ' 799.8 I 799.8 ~
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/ ~ _-------790 l i ~ /i - _ _ - - - - - - - a - Wetland ~ act 001- - - ~
i , - ~ - - ~ _ - - _ ~
_ _ - - - _ , ~ efface afar m O.Q~4-Acres _ _ Wetland on Ad•acent Pro e ~ V1 - 1 ~ ce-Water in Drainage ~ - - d:Q14-Acres
- - a _ _ _ _ •,.34~34.L. _ i ~S - _ ~ w _ - ~ y_ ~ ~ _ -
~ / ~ ~ _ Q ~ i ~ i^r ham.,
- - -
~ \ ~ ~ ~ ~ ~ ~ ~ ~ - r'- ~ ~ ~ ~ \ _ _ G h"h ry,f"~ ~

_ ~ ~ , 780 ~ ~ . - ~ - ~ . " " " ~ ~ ~ Z N
~ ~ ~ _ ~ - ~i / , - ~ ~ ~ A~ ~ h " w i W
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~ ~ ~ ~ 1 ~ I , U \ ~ ~ (0
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~ ~ 'i)~~ I I ~ _ ~ o r)rai~ ~ , A V ~ ~ ~ ~ ~
o ~ ~ , ice/ i - ~ i ~ ~i// ' Dry Drainage $ ~ i ~ ~ ~ ~ o ~
~ \ ~ ~ i - ~ ~ _ ~ ~ ~ ~ - o io _ , 1 I ~
~ I ~ ~ ~ ~ i%// / / ~ ~ , ~ cn
~ - / ~ ~ l \ ~ ~ ~ i C
BUILDING / o ~ ~ ~ l ~ ~ ~ ~ ~ ~ ~
OUT TO OUT pIMENSIONS 1 ~ 0X225 ! ~ ~ ~ ~ / ~ zip ~ ~ ~ - ~ ~ ~ C
- ,/r / ! _ i iji'~/' / /
i / i / \ - - ~ 174,29' ~
I / /ri
- ~ ~ 0~y LL
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----.r.._.~._ i ~ ~ 283.05' ~ ~ \ ~ . - - ~ \
/ N ~°•39.36" ~ ~ ~ ~ ~ / - ~ ~ ~ ~ ~ ~ ~ ~ / w
i ~ - _ ~ ~ i / \ ~ / / ~ ~ ~ \ ~ ~ ~ 0
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PROP, OUTFACE PROP. CI A6 PROP. CI A5 PROP. YI A4 PROP. YI A3 PROP. CI A2 PROP. CI Al N PROP. CI A2 AO PROP. CI A5 PROP. YI A7 0
STA.1+10 STA.1+71 STA.2+88 STA.3+83 STA.5+00 STA.5+68 STA.0+00 RIM 797.10 RIM 797.10 RIM 797.10 RIM 796.40 RIM 796.40 STA.0+00 STA.0+00 STA.0+76 ~
RIM N1A RIM 797.03 RIM 796.40 RIM 797.10 RIM 792.00 ~ INV. OUT 792.27 INV. OUT 787.33 INV. OUT 788.85 ~
C1L INV. 776.00 INV. IN 786,54 INV. OUT 787.33 INV. OUT 788,85 INV. OUT 79028 INV. OUT 792.27 INV. OUT 793.15 INV. OUT 778.20 a
PROP. INLET U
0 w ~
iNV, 775,50 C7
p 1.3°/0 PROP, OUTFACE OF 12 RC @ ° 117 LF 1 g" RCP @ 0.6%
CP @ 1.1/0 OF 15 LF
INV. 774.90 F OF 18 R 117 L W
RCP @ 1.5°l0
790 95 LF OF 21 I.
1.. RCP @ 1.3°/0 1
° 117LFOF2 P @2.O1 12" RC
F24"RCP@1.3/0 61LF0 76 LF OF ~..I
780
2.0°/°
4" RCP @ 10LFOF2 1
18"RCP@1.0% F~
60 LF OF ~I
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PROP. CI A6 PROP. CI 67 PROP. CI B6 PROP. CI B5 PROP. CI B4 PROP. CI B3 PROP. CI 62 PROP. CI B1 PROP. CI A6 OP. CI A6 PROP. CI B8 ~ ~ z~ - o~
STA.0+00 STA.1+02 STA 1+11 STA.2+56 STA.3+39 STA.4+21 STA.5+03 STA.5+79 STA.0+00 A.0+00 STA.1+02 'n ~
RIM 795.00 RIM 796.70 RIM 796.76 RIM 796.76 RIM 796.76 RIM 796.76 RIM 796.76 RIM 796.80 RIM 797.03 ~ 797.03 RIM 795.25 ~ ~
INV. IN 785.87 INV. OUT 78720 INV. OUT 788.09 INV. OUT 78920 INV, OUT 790.28 INV. OUT 791,34 INV. OUT 792.41 INV. OUT 793.55 INV. IN 791.78 INV. OUT 77820 r, IN 791.78 INV. OUT 792.82 ~
RCP @ 1.5°/0
76 LF OF 12 „ CP @ 1.3°/0 RCP @ 1.3%
ZLFOF15 R 8 80 LF OF 1 S
5" RCP @ 1.3°/0
0 82 LF OF 1 RCP @ 1.3 to
790 83 LF OF 15
"RCP @ 1.3°/0 85 LF OF 18
8.. RCP @ 1.3°/0
69 LF OF 1 RCP @ 1.3°/0 .
102LF OF 18 . .1'
I I
780
w 0 0
~ ~ Q 0 0 C ~ ~
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~ 1 0 ~ ~ 1 ~ ~ ~
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BUILDING / ~ / OUT TO OUT DIMENSIONS 180X225 ~ " ~ ~ ~ ~ ~ ~ I ~ 1 0
i ~ ~ C
i%~ ~ i / \ \ ~ L ~ ~ ~ \ \
_ i ~ ,i~r. / ~ i ~ _ i ~
s-~. . ~ / I
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- ~ ~ ~ ~ 63.0 ,I • ~ I ~ / ~ ~
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TEMPORARY INLET PROTECTION ~ ~ 0
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. LIMITS OF DRAINAGE AREA i a ~
=k~:J : v+ l t ~ ~ - ~ S i t ~1 'ag u'. RCP STORM DRAIN
L
'wli.. 1.<,,- I.. L ~ ~ r~ ~ C~~ ~ _ • . _ _ _ . r ~ . _ ,.'7 _ ~ . A • ~ 8 CURB INLET/YARD INLET m ij ~ ¦ N . ~
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PROPERTY AREA: 3.45+l-ACRES ~ ~
I`mo',°i_ d. _ 4. +l-ACRES ~ ~ DISTURBED AREA: 3 F ~ ~
1 r;;_, ~F i`.L~~P~~ ;r,. ~ ~y, ,,r~t ~ ; ~~r . i wt+~ •l°_` ~ ..~:;~a~ 'i w t.' ~ ~ ~ _ .4.'T( r~~~;° ~ Qm
0
1 1 ~ ~ ~ ~ ~ ~
1 1 ~a
1 1 \ ~k• 1
1 \ 1 1
~ Ex. 8" 90 Bend
1 1 \ / Temporary Sediment Basin &
1 ~ 1 ~ Permanent Detention Pontl. ~ / See Sheet ESC-2
1 1 / ~
1 m o
1 1 V / w 0 ~ ~
1 1 w 1 Ex. 8"DIP W o_ /
1 ~ ater Line 1 Q Replace ex. curb inlet cover with ~c ~ ~ ~ / Q grate, ?
a ~ /
1 r a Meet Ex, Grade & Curb ~ ~ W N .x. Grade & Curb / I
1 1 h 1 Q lv LMITS OF CONS ' _ ~ f TRUCTI
~ 1 0 ~ z*~e+oe~r ON / ~ z*~e+oe~r ,
1 Q I r~26 85' - 1 ~ ~ 267,85 ~ • _ M M ? / F
1 I 1 1 l~ ~ A7 - \ / W
1 ~ ~ _ _ 1 ~ ~ Fir_ e Hydrani ~ ~ ~ 798 - - ~ -
1 RIM = 789.00 I /
I INV. IN = b / ~ O
0 1 ` ~ I ~ -Water Meter INV. OUT = 785.45 r c 1 ~ O TW: 786.33 - - _ ~ SS / ~
~ 1 I o~ BW: 786.00 - / ~ ~ - / ~ ~ O
N 1 ~ ~ I LMITS OF CONS ~ ~
Dum ster Pad. - ` ~ TRUCTION N ~ w ~ Ex. 24 Screened 800 - - - 1 RCP drains 1.5 a o° - _ 790 Se mental Block Retainin Wall > O ~ _ _ _ _ - - 790 - / 9 ~ 9 ~ ~ _ - / pA
~ 1 of Hi hw cres ~ . - - - 790 N g _ _ 9 aY Interchange - v ' ~ i NJ 0 8 - - ~ Temp. Rock Outlet at Silt Fence ~ ~ ~
~ - _ - 790 ~ ~ ~ ~ 2H:1V 780 ~ , ~ -
~ - ~ _ ~ ° 1 - ' O _ / • TW. 786.33 Q U
/ N < S 2°•42'•51" W 343. M .y- 3a' TW: 780.33 Z BW:776.33 _ - 7 7 - - - _ - - 2 LBW: 780.00 ~ -
~ - - - - 12.0- FH - - _ - q~ ~ _ - - _ ; ' ~ A6 _ _ 2 ~ ~
15 If of 18' M ~ - RCP ~ ~ f0 / •5N,1~ ~ Z ~ _ ~ _
/0 20.0 f j / 7 ~ 0 RIP 1 ~ Entrance protection: ~ ~ - 7 .p _ / ~ O N CI - ~ - TW: 780.33 ~ to RIM - 795.00 20 c ~ ` ~
Cla B Riprap on filter fabric RCP ° _ 795.00 - ~ , ~ INS 117 If of 18" l - INV. IN = ° ROP @ 1 BW: 775.00 ~ O A 00 ~ C ~F----- 2 6~ ~ N
1 ~ ~f` @1.7/0 - ~ ~a IN1 4.00 - ~ ~ , - - _ - o - 1t of ~7 INV. OUT -778.20 110 nv pU m ° ~ - ~VF; J 0 - - 01 ~ I / TW: 788.00 ~ 0 0 N
1 1 1 \ 95 If of 21"RCP @1.5% 794_60_ - - \R 117 ~ ~ ~ - ° -inv~tNl- - - _ C / BW: 774.00 ~MP~' ' c \ 10 Aso 0 775.50 ~
1 1 1 ~ 0 0, 794.90 If of 15 ~ „ ~ ° \ - ~ - -794.90_ ~ RCP @1.3% of 2~. - TW: 780.00 „ RCP @ - - I B Ri ra m o~ >
1 1 A2 ~ 795.40 , ~ ~ 794.90 611f/ 1 tt of 2~ Cass p p ~ 5 ~ BW: 775.00 ~N~~ 6 / on Filter Fabric, c 1 1~ Q, ~ P,~PE -
o ~ r Q ~ 800 - - - 795.40 ~ 794.90 90 ~ X50 1 ~ 1 CI ~ o_ 795.40 - 795.40 \ ~ 794.90 - / _ 4 ft radius 1n ~ 'J ~ • - _
o RIM = 794.00 ~ - - w U 794 33 795.40 - INV. IN = 788.87 w ~ A3 \ ~ - / around Pipe ~ _ _ _ TW: 780.33 o ~
1 _ O A4 1 - INV. OUT = 788.87 ~ ~ N YI \ _ _ / „ BW: 780.00 - 0 7 TW:786,33 ~ '
~ ~ ~ ~ \ YI A5 8 7 1 ~ RIM = 794.60 \ _ 2 ~ , ~ ° _ RIM - 794,60 8 7 ~ W: 776.33 I ~ ~ I i ~ B -
1 - INV. IN - 786.88 \ CI 1 ~ ~ _ INV. IN = 785.45 ~ o ~ INV. OUT - 786.88 \ RIM = 794.50 Emergency Sptllway: Elevation 784, - - See Sheet ESC-2
1 ~ ~ \ I NV. OUT = 785.45 1 a w ~ ~ . - - _ INV. IN = 783.93 ~ TW.786,33 /
~ , 800 - ~ INV. OUT = 783.93 1 \ ~ ~ 3.93 UQ / i BW: 786.00 V ~ 7 ~ / Q' \ ~ o ~
1 „ a- - 4.00 ~ , - ~ 1 - 1. ~
1 w s.a~_ I Al ~ 5 \ o N 3H / ~ ~
1 ~ \ 1 CI v Pavement Flush with oti _ ~ 1 / pti i
1 RIM = 794.00 o v, ~ / ~ ° Sidewalk \ / 1 INV. IN = ~ o ~ / ~ ~ 1 1 / / . ,
INV. OUT=789.7 a \ _ \ 1 ~ / / 88 - - -
1 rn / ~ ~ BUILDING / _ 1 / ,B7 cl - 1 I ~ / 3 / RIM = 795.00 CI 0
1 - OUT TO OUT DIMENSIONS 180X225 / - ~ 40,500 SF / INV. IN = 785.38 RIM - 793.00 ~ ~ ~ /
1 ~ ° / I , / _ _ ~ / INV. OUT - 785.38 INV. IN - I
1 1 795.00 - m FFE 795.50 / 1 ~ 95.40 / INV. OUT = 788.75 ~ / ' \ /
1 1 795.60 ~ / - / - - Temp. Rock Outlet ~
I o / 79 .40 ~i / °74.90 ~ _ ^ \ w ~ / ~ ~ o ~ _ _ Clean Water Berm _ o Q
I ~ 1 3~.1 ~ / i @J y ~
65.0 U ~ ~~~~~~~r.~~.
1 I / / ~ / ~y LL
~ o 1 I / B1 ~ 794.40 ~ / B6 • / / Q
_ , 1 I cl / ~ ~ ' CI ~ Monument Sign I / - \ / ? RIM - 794.36 ~ W w
RIM = 794.40 ~ / 1 I _ / , INV. IN - 2H 794. INV. IN = 786.07 ~o o / o / ~ ' _ / o
1 ~ o INV. OUT = 790.15 Pavement Flush w~~b. I ~ INV. OUT - 78601 / ~ ~ ~ ! ~ / a
I ! i ? 12.0 - Sidewalk ~ 1 I ? Z J 0 Q ~
/ / / m
~ o ~W ~ ~I o ~ _1 ~ 1 ~ ~ i mental B Retaining Wall T ~ , J •
b I ~ ~ I N / ~ Q ~ 1 0 t / V V ,ROW. ~ /
o m p18.0 6 Curb all around, except a / ~ I 1 ~ Handicapped Parking and • ~ ~ • Q • Temporary Construction / ~ / / C
1 „ o ~ Loadin Zone / ~ o ils ~ G Driveway.(See Beta
I d ~ \ 794.64 0 95. ° 795.16 - , ~ ~lo ~ / / ~ /
I ~ o o 1 ~ 794,90 0`0 0 o~ / / w 0 ~ ~ ~
795.40 I / I I - °Y' I / \ \ ~ Z / / J
0 ~ I ~ ~ ~ / o ~ 20.0 1 If of 12" RCP 2.0% - / I \ c' ~ I 1 0 @ ~ / \ \ \ N / a~ ~ /
I - 4.36 ~ / If of 15" RCP @1.0% \ I ~ g ° ~ 83 ~ ~ / \ r kFp ~ 10 = f ~ ?8'F 0 ~ ~
I 2 If °f 1 ~ „RCP 1.0 /o .36 . _ - I 5 RCP 1 0 ~ 82 If of 15 @ - / / qS wF / / \ PM R \ N
I ' 795~F~@ •0% f 36 795.16. I 4.36 795.16.- - - - - - - / / m _ \ / FN \ /
- - - - -
800 / I I _ - J ~ I "'s- - 810 _ , - ~ ~ ~"'ROW~ ~ • w / / ~ /
2.1 IS- o P ~ / LMITS OF CON B2 B3 ~ STRUCTION / \ ` m -Future Connection Road ~ m z
I I O ~ ~ ~ ~ / / CI ~
1 I C I 65 I RIM = 79436 RIM = 794.36 B4 ~ / ~ N ~
I I INV. IN = 789.39 _ B3A CI ~QO 1 T -789 39 INV. IN - 788.57 CI RIM = 794.36 ~L 1 INV. OU INV. OUT - 788.57 CI RIM = 794.36 ~ ~ ~ z ~ ~ / ~ / ~ w
INV. IN = 786.92 ~ ~'0 0 a ? ' ~ `
I RIM = 797 INV. IN = 787.75 I INV. OUT = 786.92 I INV. IN = INV. OUT = 787.75 \ rn
~ ~ ` ~
I I INV. UU I = /tlS.b;i ' \ v v x m
I I / W z
I I I ~ Q
I I ~
I 79aa 799.8 0 30 60 90 120 FT
I I I / o z
I I SCALE 1": 30' W
805.2 803.3 I I
1 800.9

~ N U1 ~
N ~ O
;11`'1 ;L m'r` , Cleanout _ _ ui ~ U
TEMPORARY INLET PROTECTION w
.Ci-:Gy';! ~.r W... _ ~'.":h~ ~ i;rt~ 1f~,aCf~'f M-- _.e ~ 0 m
, .a l..'ti.y.-1 ~~,!:t.,, :~L,m r~,.:~.1 I : - ..l i'~ ..~~wl~ 1L' . a U
~ ~:~....d _ _ 1.t I:^-:+:: , .....r ,~`~:1 ~ 1,- e' a ~ III . Z SILT FENCE m SF p
w ~ U
g.. _ _ _ LIMITS OF DISTURBANCE
!},1 ~ 'J _ i,..L` L r -al _~L x.i z1' -.r~ ~ °=S •L:
'r ^E^
J LIMITS OF DRAINAGE AREA i
a ~
~ \ . ~ '~f v k, r , I ~ \ CAS ,-'I. t.'.! .~1 ~_!.I. . ..!.INS r L, I~,I~ rye: 1.~ 3 5 ^'.11. ..r -.~.,)i~.: :~I°! RCP STORM DRAIN ~`Q
i r - i; - _ -a .L .~.I,l' ..'.IM i ,.I.av _.I. 1z`' w.!.I ro CURB INLET/YARD INLET o ~
~ ~ ~ - N ~ ~ O
~.2 ~~l"~ ~~'Ji.l ) 1...~ 'l.;,i_. .u.~ L 'LL.~ _ - f~? _ '~~.'.I'a i.~r 'x i__ W
U~.. `'1 ~.1~..~•4+ ~.I,'.1. I~.:~.» v~ ..I.'~al.. L.:..^ t''' ..).Y .:5,: ..t4
I G? :a<<` '~i.~~.b c,~~'.~ ...~L~ °~'J ~.E. i.. ..L. .nom. f~:"' d.`1 ?T., '~~'Y~?~~`- ~1-'~ ~~h t+,h l,1,'i.>.1 'I,.. I J.,v ,L.. ~.R ti '»i~- ~ ~
4 O
rv ,~')4_ r, '_I,'JQ (v' ;I _r. ...L,`k.. t.~i` ~ s. ~U m~.w.. ~I PROPERTY AREA: 3.45+1-ACRES
w ~ ~ DISTURBED AREA: 4.3+1-ACRES ~r : ~""t
r,L,°.,Ie r.::~..t:.. ~ r,:,~, I,:;~r .I ..rw~-I J~-, w,.~d ? sew: #.~~f: ?r:r ~F ~ , ° ` ^ ~ F~
Q rr^, °
<r
1 ~
1 ~
I` ` ` ~
1 ' ~ Ex. 8" 90 Bend - = ~y
~ ~ Temporary Sediment Basin & /
Permanent Detention Pontl.
See Sheet ESC-2 ~ / / r..t
1 \ .c
J 1 o ~ /
m ~ Ex. 8" DIP Wat ' 0 ~ ~ ~ / ~
er Llne Q Replace ex. curb inlet cover with ~ ~ ~ ~ grate. /
1 0 1 ro Q 0
t ' ~ Meet Ex. Grade & Curb ~ / K. Grade & Curb ~ ~ W (v
~ o~ ~ v / ~ f LMITS OF CONSTRUC ~
1 ~ oQ ~ a` ~ \ r*~+oa~ ~ TION /
1 ~ 26- • - ` ~ 85 1 1 M M y
1 ~ ~ 1 A7 ~ ~
\ a ~ Fir_ a Hydrant 798 ~ w - 4 ~ -
1 ~ T- RIM = 789. ~ '
~ 1 INV. IN = G ~ ~ ~ Water Meter INV. - /
OUT - 785.45 1 N 1 ~ ~ i - / O
~ I o~ BW:786.00 S / ~ M / ~ ~
LMITS OF CONSTRUC ~ ~ ~ Dumpster Pad. - TION i ~ O _ 790 ~ ~ ~ ~ O O
Ex, 24~~ Screened - 800 n of ~ RCP drains 1.5 acre a - - w ~ , " ~ , - - - - _ _ 7g0 - _ _ _ / Segmental Block Retairnng Wall ! _,V ~ > pD
Highway Interchan s ~ _ - - - - - - 79o N 1 9e ~ q 8 ~ i i _ _ - ~ .7 ~ CO 8 ~ ~
~ ~ s' ~ I - - ' 790 ± _ ~ Temp. Rock Outlet at Silt Fence r-- t~ M
- 780 ~ ~ C TW; 786.33 / ~ O
- ~ < S 2°-42'•51" W 343.34' m ~ ~ 1 ` ' _ _ _ _ _ - - - BW: 77 .3 - _ TW: 7 ~ ~ ~ ~ V ~ 6 3 ~ 80.33 ~ ~ ~ Z
1 ~ 12.0 FH - 15 If _ - ~ - - _ A6- 7-- _ - 2.5N,1 ~ ~ BW. 780.00 ~ ~ A6- _ c~ ? S
of 18' ~ M ~ RCP ° ~ - - ~ - 20.0 / 7 ~ - - CI _ V ~ O ~ - / N - CI ~ 1l/ ~ Z ~
\ Entrance protection: 7 ~ ~ O O RIM = 795.00 ,0°~° - c TW: 780.33 ~ ~
Cla B Riprap on filter fabric \ 1171f ~ 7 0~ RIM 1 ~ ~ of 18 RCP 1. o l - 795.00 4,00 @ 7/0 - J (4~ INV. INV. IN = N GP @Z '_c ~ ~ \ In to _ of 2A R 16 00 BW: 775.00 ~ O ~
~ . - ~ , - - - ~ o ' _ _ _ INV. 1 \ s.. ~95 If of 21" o - 4 \ RCP @1.5/0 79 .60 ° ~ \ _ 1f INV. OUT 778.20 - 110 Inv pU m ~ - ~E; P , I - N O
o '~0. 794,90 117 ~ ~ \ 1N1~ _ - - Y 1. TW: 788.00 ~ ~g N - -
° f of 15' RCP ° ' „ 1 ' A2, p M \ - - -794.90_ _ @ 1.3 / 4 R ~ 1.0°I° -tnv' Leo - ~ o- 775.50 G / BW: 774.00 O~,P~ ~ c 4„ RCP @ - - - Class B Ri ra m ' of ~ TW: 780.00 N N
o ~ r t>: - 80 - 795.40 , ~ -7 - 794.90 61 Ifi ofi 2 . ~ 1 CI ~ @ 0 - - 95.40 ~ - 794.90 sp~+ lttoi2. ~ p p ~ p1 5 > 6 n Fil r F ri u, BW: 775.00 ~ NC1~ / - o to ab c, 1 ~1 ~ a, ~ J - _ - ~ 1 Q~,PE
o RIM = 794.00 w ~ \ 79540 - 795.40 794.90 ' _ E / - 4 ft radius 1r • ~ / y.• - -
1 INV. IN = 788.87 w ~ 794.33 795.40 - - - ~ ~ A3 \ ~ 1 1 INV. OUT - 788.87 ~ ~ N _ ~ A4 / ~ around Pipe v• , _ ~ TW. 780.33 o m _
~ ~ ~ YI ~ _ / 7 BW: 780.00
~ o RIM = 794,60 YI A5 8 7 1 \ 2 ~ INV. IN = 786,88 \ RIM = 794.60 8 7 0~, TW:786.33 ~ > BW:776.33 - ~ _ - \ 1 i
o ~ INV. OUT = 786,88 \ INV. IN = 785.45 CI o~° ~ _ Emergency Spillway: Elevation 784,
1 ^ 0 ~ INV. OUT = 785.45 RIM = 794.50 w \ ~ ~ - - INV. IN = 783.93 - See Sheet ESC-2 p~ TW:786.33 /
~ ~eoo---~ - Q _ _ o - 4.00 ~ ~ - ~ INV. OUT - 783.93 ~0, fi I Q ~ - BW:786.00 33 V 7 ~ - _ _ a v / ~
Al - - w ° 65.0 - ' ~ ~ 1 ~ ~ - ' ~ ~ - , / - - -
N ~ o ~ ~ 3H / 1 CI ~ ~ ~
RIM = 794.00 o y ~ Pavement Flush with nary ~ ~ 1~0~ ~ 1 / ~ o /
INV. IN - ~ ~ o Sidewalk - ~ / / ° 1 - / / 1 1 / ~
INV. OUT = 789.7 a ~ \ / 1 m / ~ 1 ~ /
1 ~ ~ ~ BUILDING / I ~ OUT TO OUT DIMENSIONS 180X225 - B7 88 - / CI
0 40,500 SF / / _ _ RIM = 795.00 CI ~ f / INV. IN = 785.38 RIM = 793.00 - ~ - I ~ p
c / ~ ~ ? / / ~ / INV. OUT = 785.38 INV. IN = ~ /
` 795.00 m 95.40 FFE 795.50 / INV. OUT = 788.75 ~ / ~ /
795.60 ~ / I o / Temp. Rock Outlet ~ -
1 0 ~ / 79.40 0~0 / 74.90 ~ _ Clean Wa ^ \ ~ w _ ter Berm / ~ ~
.1 3. ~ 65.0 / i @~ _ _ N 1°-3i'-3'~ E~~~ ~ ~ ~ rn ~
4 ~ ~ ~ ~ ~ a
/ ~ 1 I / / B1 /
9 0 I I / 4.4 / o B6 ~ ' ~ Monument Sin /
- _ IC ~ ~ z. I RIM = 794.40 CI g / Q RIM = 794.36 ~ /
1 I N ~ / 1 INV. IN = ~ ~ / 0 INV. IN = 78607 ~ W w
~ ~ ~ INV. OUT = 790.15 2H ~ -1 L Pavement Flush wig 7~• y ~ 12.0 ~ Sidewalk ~ ~ ~ + ~ _ ] / o ~ INV. OUT 786 0 ~ / ~ ~ ~ 0
I I 7 i 0 2 ~ ~ ~ ~ \ / ~ ~ / o.
~ I N o~W i i ~ 1~i o10 C / / M
I ~ o I I I 0 - ~ . ~b ~ ~ - / , : ~ mental B Retainin Wall . ~ /
~ 1 z N ~ @~ ~ Q I a m ~1g,0 6" Curb all around, except at / ~ ~G ' ' ' ' ' ' ' ' ' ' ' ' g T ~ ~ ~ 'ROW. ~ ~
1 ~ Handica ed Parkin and / r ~ ~v pp 9 / o / " " " " " " " " " Tempora Construction ~ • ~ / Q
Loadin Zone ~ ~ m ~ 95. / ~ ~h ^yh. , . ry / / , , , Driveway.(See details).
1 - 794.64 0 0 ~ 0 795.16 - s` to ~ / /
a 794.90 ~ ` o ~ o~ I ~ / 795.40 _ ~o / ~ i / W
/ \ ° ~ / ~ Z
o ~ 20.0 Q' ° / ~ ~ ` 10 If of 12 RCP @2.0 /o \ , / ~ ~ o ~Q
~ i, ° \ ~i / I ` 36 i ~ If of 15' RCP @1.0 ~ I 82 If of 15° R i i / c, ~ / ~ ~2 kFA ~ ~ 10 =
f 15" RCP @7.0% 8 ' / 795'IUi• f .36 795.16 - , ~ / a Fq Dw ~ 3 i ~ sF /
_ 4.36 795.16 - FM R ~ ~ ~ l FN m
- 800 '
I ~ - / . ~ :-i 810 _ ~ ~ '1'? BROW / 'x
T r~-39-36" > -s 2 :1 lope T_ / ~ w /
B2 B3 ~ LMITS OF CONS ~ ~ O TRUCT \ O ION o / \ m - FutureConnection Road ~ \ ~ zp
~ ~ cl cl / ~ ~ - B5. ~ ~ / ~ _ / m _ ~ , E ~
RIM - 794.36 _ RIM = 794.36 B4 ~ INV. IN - 789.39 63A CI ~ / ~ > ~ o_
INV. IN = 788.57 O I INV. OUT =789.39 INV. T = 7 . 7 CI RIM = 794.36 O7y I OU 88 5 CI RIM = 794.36 INV. IN = 786.92 / ~ m ~
RIM = 797 INV. IN = 787.75 ~ / ~ m z m / ~ ~0 U v w
INV. IN = INV. OUT = 787.75 INV. OUT = 786.92 m
I IN1/ r111T = 7RR F'3
I I ~ m W Z
I I I ~ 3 / Q
I _ 0
I 799.8 I 799.8 30 60 - 90 120 FT /
I I /
I I 052 803,3 I 8 O o z / SCALE 1": 30'
I ~ I w x . . . L
800.9

ro N
PROP. OUTFACE PROP. CI A6 PROP. CI A5 PROP. YI A4 PROP. YI A3 PROP. CI A2 PROP. CI Al N PROP CI A2 AO PROP. CI A5 PROP. YI A7 0
STA.1+10 STA.1+71 STA.2+88 STA.3+83 STA.5+00 STA.5+68 STA. O+DO RIM 797.10 RIM 797.10 RIM 797.10 RIM 796.40 RIM 796.40 STA.0+00 STA.0+00 STA.0+76 v
RIM NIA RIM 797.03 RIM 796.40 RIM 797.10 RIM 792,00 ~ INV. OUT 792.27 INV. OUT 787.33 INV. OUT 788.85 ~
C1L INV. 776.00 INV. IN 786.54 INV. OUT 787.33 INV. OUT 788.85 INV. OUT 790.28 INV. OUT 792.27 INV, OUT 793.15 INV. OUT 778.20 n.
U
PROP. INLET 0 w ~
INV. 775.50 1,3°!0
PROP. OUTFACE F OF 12" RCP @ 8^ RCP @ 0.6°/°
0 117 L CP@1.7/0 OF 1 15 LF
INV. 774.90 LF OF 18 R 117 W
„RCP @ 1.5°/°
790 95 LF OF 21 1
1„ RGP @ 1.3°/° ~1
° 111LFOF2 P @2.0! 12 RC
F 24" RCP @ 1.3 /o 61LFO 76 LF OF ~
LL
C~'
Tao
. r..~
zo°1° A., RCP @
OLFOF2 11
18" RCP @ 1.0% F~+~I
60 LF OF
~--~I ~
o
0
w
770
POND I
Station 0+00 0+60.0 0+00 1+00 2+p0 3+00 4+00 5+00 6+00 z 6+00 0+00 0+00 w w
U x
O O
M r.
i c y ~
~ 00
o~ t~ i ~ Q
~ M ~ M
~U
U~' ~ xz
~ ~ o~
PROP. CI A6 PROP. CI 67 PROP. CI B6 PROP. CI B5 PROP. CI 84 PROP. CI 63 PROP. CI B2 PROP. CI 81 PROP. CI A6 . CI A6 PROP. CI B8 ~ ~ . z _ o~
STA.0+00 STA.1+02 5TA.1+71 STA.2+56 STA.3+39 STA.4+21 STA.5+03 STA.5+79 STA 0+00 +00 STA.1+02 ~ ~
RIM 795.00 RIM 796.70 RIM 796.76 RIM 796.76 RIM 796.76 RIM 796.76 RIM 796.76 RIM 796.80 RIM 797.03 97.03 RIM 795.25 ~ ~
INV. IN 785.87 INV. OUT 787.20 INV. OUT 788.09 INV. OUT 789.20 INV. OUT 790.28 INV. OUT 791.34 INV. OUT 792.41 INV. OUT 79355 INV. IN 791.78 INV. OUT 778.20 V 791.78 INV. OUT 792.82 N 0 ~
3
„ RCP @ 1.5°I°
76 LF OF 12 RCP @ 1.3°1° „RCP @ 1.3%
82 LF OF 15 80 LF OF 18
RCP @ 1.3°/° 0 82 LF OF 15
„RCP@1.3/° i
790 83 LF OF 15 „RCP @ 1,3°/°
85 LF OF 18 ~ , . ,
8.. RCP @ 1.3%
69 LF OF 1 4 : M
RCP @ 1.3% 102LF OF 18 ,S
.
780
w 0 0
I 0 0

i
I
0
w
0 ~ ~
a a Q
i
770
(rte I ~ ~~~f ' c'i
t n ~ D;
Station 0+00 1+00 2+00 3+p0 4+00 5+00 6+00 0+00 0+00 1+00 ..,F~,~
N C 0
Q ~ Z
o ~ 0
W
N . W
C a ~
} m
Z
I
0
o Z
w

N U1 ~
~ ~ O
Cleanout _ w F Z U
W
OC'~Tl'Lf`; ;a.i,_.,;, ru f<,r~.if`•; ~ t~A iP~',;ECT -f~.ul°' ~.0 `u7, :t•1af'4,,, I ~"~1r-, t f~ ~i.CfC `,.;T i 1?]: t.~C -~,Et~'r~.f~~:' ~ 0
.%1 ~ +..l.4~.» t~r.td' ~'''i ~1 .IF 9 '1,~° ..I ~L., 0'~ 4SF«~,. 2,s..F' U
)A{_, ui, '.J 1'.. .'IJ'~ f.!?,~ 1.~:!^i:;' ar` ~.t: a.` 1." C -,]t;; ~?r...~ ?z..r_.F TEMPORARY INLET PROTECTION ~ ^rmF 0
? a'a.t.~_ E:I,? 1';~.C' C :ice' :l 3~+ •,,!K1 r , 1~.,, .2i '?0. F;,+~r w
!.~14".r ,gym Cl.~jw ? C' :7A E.C+ir . 1' ~.I ::~L 2,3 . ~ ?.=~r ~,f~r
`a.,4~ _ 'ft +_I,`J: i'WI.G L' k, :J.!..1: a.'~a "f,~ - I®i ~ '~7.dm '~.F_f' ;t.F"I' SF SILT FENCE
r9 ~f o: rp « ~ .y,. it ~4.° i~.t:' ~.~.4. ~`~_t ery'..i.~J - Ufa la,,s °,t ".ri `,m.~! it ~~1' ii;i _ a, ~ u ~t.~af ~
~y a~~. ~Ll ~!.'J.. ::u!,ia: ~ .ry.C ~w, wi,r++~~: ,r~ ! ~d .~~i."~~ ~.C, °1 '~'~'p . ~ LIMITS OF DISTURBANCE
a ~ ~m
r{ LIMITS OF DRAINAGE AREA lei
E1 E,a~ _?t>a.. ~:],CC i'J,C !v =r~' C,~;7 ~.C'1~ ~,;~~i' ?r~ 1.~' _i 55 r~2~»l r{,r~r ~ G; E~: 3alC,_S.C~ •~0;',~ ,,1.7, r ~:;r7 , , e` ~ n ' ~ ,.°C }ti~p• ~
\ -e ,G._ _ 4 ~ pia 1"' ~ 1 ,t«.= E~~ 13~# ;{1.~_ 5Ca_C, 2!.J:~ 1J,t+' i3 a ~a ~f.Gl~ .....r , u~" 1,N ry. i ':+1.~~ R+~F m ~ R~~f~ ~ ~ ~ RCP STORM DRAIN N ~
~ ~ . _ _ a741~~,~ ~ ~.~.~:~r ! ~,C~ ~ , ;~,C~:. . ~ti" ''iC 2a ?.+;~r i O ?,~;~r k
C7'i CsC ~1-_?l.t• "iC_:d ~t i1.1`< C~ , .~C ''.C'1~ 1~:" ~ _ '3'; G ~ i i~t w ~ ~~.f_r' ~
GP` C+G~~# `"+C~ !W~.'ir" t:7.C' C ~ a~~ i.CI ~ 1.?.! !3 18" ~.4 ?3F~ GG S?.~C~ ~,;~f` _ ` CURB INLET/YARD INLET ~:~r
~'P I.' !`i`e~.J. i. t'+~. L' ...1.1 ~ e:. ..a'} 1L'~' s..~ ~~rv' 7ie t, lj~ _f•S«~r. 'f,s~r,
u,l'~. („~Y ilti' ~ t ~ "5 f j e .r r.1 '7 9 r. 's Cs:~ ~ - _-~.~4 t1.-._t: .1:'x.. ~.C C~ 1.r:; ':).t,l:~ ~._7'~,.; 1~;:, _.4 ~'')2 K. ~11.:~?~: t~.~:f ~ i
1 o r~~-f~ ~
1 :!~?"7 I'O'~~. ~.'?ai..,: r,}.lp ~J.t.' ~r Jm! ~,C '7,,_ . _aa ~."~.~•e .A ~~w.iry If1.~4: ri~f~ PROPERTY AREA: 3.45+l-ACRES
FC+;v,. ~F,~.h` rF_ _ .~f[~~;.° t,(."r ~1-G~1 '~+,C1.~ 1.+1 _i l~° _.~4 _ aG74.3~ ?~_f' w ~,Np DISTURBED AREA: 4.3+l-ACRES
~F ~ ~
1 1 ' ir-I Qm
~
1 1 a°' ' ~
1 ~ ~k ~
1
\ Ex: 8" 90 Bend -
~ ~ I~~1 Temporary Sediment Basin & /
Permanent Detention Pond. '
See Sheei ESC-2 /
.c o
~ / ~
1 1 ~m Ex. 8" D IP Water Line 0 ~ _ o: /
Q _ Line Replace ex, curb inlet cover wish ~ ~ w _ grate. ~ / ~
_ 1 ~ ro Q 0 _ ~ /
1 ~ ~ Meet Ex. Grade & Meet Ex. Grade & Curb ~ W
i py ~ ~ ~ 1 Q / ~I LMITS OF CONSTRU ~
1 Q~° ~ \ rte, 1 ~ r-- CTION /
4 ~ 267.85 1 1 a5 80 • • M M v
~ ~ ~ 1 A7 \ ~ 2 00 / w
1 ti ~ r Fir_ a Hydrant - 4 ~ x
1 ~ T RIM = 791.90 ~ ~ / - /
o , ~ ~ I NV. OUT = 788.85 _ / ,
/ ~ ~ Water Meter 1 L O TW: 788.33 - _ ~ ~ / O
~ o~ o ~ BW: 788.00 / Q a - / ~
LMITS OF CONSTRUCT ~ ~ ` ~ Dumpster Pad. - _ ION - m ~ 1 i • •
Ex. 24"RCP drains Screened " ~ 1.5 acres d w of Highway Inte v° ~ - - - _ - - . - - _ _ ~ w ~ , ' - - - - - - 790 - - - - : , 790........ f, Segmental lock Retaining Walt p > O
1 _____~_rchange / _ - N 8 - ~ ~ ~ - ~ - ~ o m
~ 1 ~ - ~ ~ - / i- ~ Temp. Rock Outlet at Silt Fence Cq ('7 2H:1V.. ~ ~ ~ ~ 78 I ~ (h
/ ~ I - _ - ~ ~ ~ - 1'-I aU
~ < S 2°-42'-51" W 343.34' 6~ - BW: 776.33 - - _ -TW: 780.33 ' ~ , ~ 7 - i t Z
C - ~ ~ ~ ~ - 2~9- FH - - - - o 1 15 If •~V ~ ~ ~ 0 A6- - - ~ • •
I of 18' R ~ _ _ ~ ~ CP @0.6% ~4 - - 20.G ~ / 7 ~ _ - - • •'m. ~ ~ ~ T , .5H,1~ ~ _ Z N
Entrance protection: 7 ~ CI ~ ~ I RIM = 797.03 0°~° _ °i TW: 780.33 ~ ' - ~ O ~
1 t Cla~s B Riprap on filter fabric ~ 117 If of 18"RCP o l 797.50 7 ~ ' - .50 +...~'@1.7/0 - - - \ i INV. OUT=778.20 ~ GP@2 '.''_c 1
1 1 1 \ - ~ X95 If of - " - - - - ~oo f of 2~ R /176 00 ~ y BW; 775.00 ~ ~ O ~ • - 0 t ! 'f ~ ~ O 1~0 tn~ 0
\ RCP @1.5% 797.10_ - a ~ ` 1 ~ 1 ~ o RO 797.40 - - ~ \ _ 111 If of 15"RCP - _ IN1~ - Y • 1. TW 788.00 \ ~g N \ ~
A2 ° ~ \ - , - X99-40_ _ @1.3~ _ /o i 1.3° t~ • 780 - ~ 775.50 G _ ~ BW: 774,00 SN,P ' ~ C 4„RGP@ - ..m• ~ of ~ , _ TW: 780.00 NNE
1 ~ ~ CI r aoo _ _ 797.90 797.90 _ = 797.40 ~ 797.40 611f 1 w l @~ ~ 9~ ~ r'r' g11f of 2 ~ Class B Riprap ~ ~ • O t 5 E > ~ BW:775.00 NO / on Filter Fabric, ~ . 11 ~ A• EU
o RIM = 796.40 ~ 7 4. 3 ~ 797.90 ~ 797.90 797,40 _ / 4 ft radius 1n U , / / around Pipe ..~.t~x . ~
1 INV. OUT = 792.27 ~ ~ 9 3 797.90 + ~ A3 \ A4 ~ 0 0 - • TW. 780.33
1 ~ ~ - Y \ - - \ ~ I \ ' - = 7 • . ~ BW: 780.00
>1 1 o RIM = 797.10 \ YI 2 A5 8 ` ~ INV. OUT = 79028 \ RIM = 797.10 _ 8 7 0,„ TW.788.33 ~ ~ I ~ ~ i o? -
~ o ~ \ INV. OUT = 788.85 CI ^ ~ RIM = 797.10 o - Emergency Spillway: Elevation 784, '.10 _ ~ ' ' See Sheet ESC-2
~ ~ - - INV. OUT = 7 7:33 - 787,33 Q 1 - BW: 788.00
1 _ 8 c, ~ l a /
Al °J 65.0 -
~ ~ + N ~ ( 3H 1 CI a \ ~ ~ ~ t / \ dap ~
RIM = 796.40 y ( Pavement Flush with _.,L.__ ~
INV. OUT = 793.15 ~ m o Sidewalk - / / ^ I ~n m ~ \ ~ 1 / ~ - -8-- /
~ \ / / ~ o, / 1 ~ ,
o ( BUILDING / _ _ ~o OUT TO OUT DIMENSIONS 180X225 67 - / CI
o I 40 500 5F ` ~ / RIM 79670 ~ / INV. OUT = 787.20 - ~ ~ 10 ft. yard surronds pond ~ ,
~ / S mental block retainin wall ~ / / B8 / /
79750 - rn - g7,g0 FFE 798.00 Max, ht 3 ff: - - - - c / / . " 1 ~ 797.10 ~ ~ / ~ - CI
~ / J ' / ~o ` ' 1.5:1 0 / 79.90 - RIM = 795.25 - - . - a~° Temp. Rock Outlet8~ ~
I , /-77.40 - ~ ~o •o w Clean Water Berm ~ o
' 65.0 / i ~
~ ~ a ~rt ~ ~ ~ i, ~'h ~ ~ ~6; In
/ ~ ~ I z / B1 ~ ? S-° - r ~ / i.r.' ~ B6 ~ ~
86.90 m ~ / ~ CI / o ; 0. _ t,~r ~ Monument Sin / o CI 9 / Q
3, ~ RIM = 796.80 RIM = 796.76 ~ / ~ , o~ /
INV. OUT = 793.55 / 'ro o 2H / ° INV. OUT = 788.09 ~ ~ U„ ~ , 0 ' ~ o w
Pavement Flush wig 796 12:0 m Srdewalk / - / o ) / / i °
? Z J 1 I f ~ ~ / ~ ~ / a
0 ~ ~ ~ . ~ ~O ~ o_ / ( Q ~ /
I m /o ' . 0 \ ~ ~ / ~ ~ r •s ~ m - / T / /
1 ~ ~ Ni / ~ V (a m ~18.G 6"Curb all around, except at / Q ~ ,ROW. ~ _ ~ _..I
1 ~ H n i P rkin n / ~ O ~ v a d capped a gad / ,Q- • / / Temporary Construction • / Q ~ / •
Loading Zone ~ ~ d / ~hh• Driveway,(See details).
I ~ ~ ~ 0 797.66 - ~ / ~ / /
797.40 0~ o ~ / 797:90 _ o ' \ ~ / o / o / \ / / ~
I ~ ~ / \ ~ ' ~ ~ / C =Z
( \ , / I o ~i ~ / / J 1 / \ \ ~ Q7
6.86 ~ If of 15" RCP @1.3 /a A 82 If o ~ o ~ 83 ~ ~ / O~/ ~ , / 12 ~Fp ~ ~ I
f 15 RCP ~ 82 If of 15 RCP @1.3 /o _ @1.3% ~ 86.,E 795~'IU'~~ r .86 797,56 ~ ~ ~ S F /
6.86 797.56 - - - - - _ ~ ~ o - - - - - FM R ~ \ ~ FN t ~ / m
- - - _ - ~ ~ 80 , - . _ 'in
~ ROW / 'x / \
/ \ ~ ~ x
LM B3 ~ ITS OF CONSTRUCT ~ I CI \ 1.5 :1 Slope _ ION _ \ o a / / ~ m Future Connection Road ~ ~ ~ z
RIM - 796.76 CI ~ ~ / B5. / / ~ ~ o ~ / ~ ~ _ _ , -o ~ ~
INV. OUT =792.41 I I RIM = 796.76 64 ~ / ~ ' ~ ~ ~ ~ a
INV: OUT = 791.34 CI CI _ ~0 RIM - 796.76 ~y I RIM = 796:76 INV. OUT = 789.20 ~ ~ / \ ~ ~ U
INV. OUT = 79028 ~ ~ / ~ c ~ ~ ~ ~ 0~ 0 c a 0
I ~ \ - / °J m
I \ / c
i T m
W Z
/ Q
799.8 799.8 0 30 60 90 120 FT o - - /
803.3 0 SCALE 1": 30' / o z
I I I 805.2 800,9 w