20131112 Ver 1_Site Plan_20131015

20 13 1 1 12
Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 2761S e Phone: (919) 846-S900 9 Fax: [phone]
sandec.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Tyler Crumbley
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Bob Zarzecki
Soil & Environmental Consultants, P.A.
Re: The Shops at Cameron Place
Sanford, Lee County, NC
SAW -2004-20283
October 15, 2013
S&EC Project # 8827.PI
N.C. Division of Water Resources
Surface Water Protection Section (SWPS)
Attn: Karen Higgins
Archdale Building — 9h Floor
5 12 North Salisbury Street,
Raleigh, NC 27604
On behalf of the applicant, D&N Development, LLC, please find attached a complete application and supplemental
information requesting written concurrence from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of
Water Resources (DWR) that the activities proposed below may proceed under Nationwide Permit 39 and General
Water Quality Certification 3890. Please contact me at [phone] if you have any questions or require additional
information.
PVnYPrT V TILAKA ADV
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Project Name
The Shops at Cameron Place
Project Type
Commercial / Retail Shopping Center
Owner / Applicant
DLP Automotive, LLC / D&N Development LLC
County
Lee
Nearest Town
Sanford
Waterbody Name
UT to Gastors Creek
Basin
Upper Cape Fear
Index Number
18-20-5
Class
C
USGS Cataloging Unit
03030004
IMPACT
Wetland Impact (acres): 0.488
Total Stream Impact (linear feet): 299
Attachments: PCN Application %!3
Agent Authorization Form w/ GIS Maps & Property Info
USGS & Soil Survey Maps OCT 1 5 2013
Impact Exhibits / Reclamation Plan / SMP (calcs, forms, O&M)
NWI / SHPO / NHP / DFIRM maps
Photos
Stream Quality Assessment Worksheet
EEP Acceptance Letter I
USACE Jurisdictional Determination SAW2004-20283, October 3, 2013 & JD Form
Wetland Survey (not signed)
DWR Permit Application Fee

ot WArle'�?
Office Use Only:
Corps action ID no.
DWO project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
Ia. Type(s) of approval sought from the Corps:T
Iffl Section 404 Permit Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number 39 or General Permit (GP) number
I c. Has the NWP or GP number been verified by the Corps?
Yes No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification — Regular Non -404 Jurisdictional General Permit
401 Water Quality Certification — Express Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
[] Yes 0 No
For the record only for Corps Permit:
0 Yes No
If. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
Yes No
Ig. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
Yes No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
0 Yes No
2. Project Information
2a. Name of project:
The Shops at Cameron Place
2b. County:
Lee
2c. Nearest municipality / town:
Sanford
2d. Subdivision name:
n/a
2e. NCDOT only, T.I.P. or state project no:
n/a
3. Owner Information
3a. Name(s) on Recorded Deed:
DLP Automotive, LLC
3b. Deed Book and Page No.
B:931/P:341 (Front Parcel) & B:931/P344 (Back Parcel)
3c. Responsible Party (for LLC if
applicable):
Lorraine P. Lasleft (member/manager)
3d. Street address:
PO Box 1791
3e. City, state, zip:
Pinehurst, NC 28370
X Telephone no.:
910-295-5888
3g. Fax no.:
910-315-4291 (cell phone)
3h. Email address:
* send to Agent
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
[] Agent Other, specify: Contract Purchaser
4b. Name:
Daniel Brown
4c. Business name
(if applicable):
D&N Development, LLC
4d. Street address:
2116 Rolling Rock Road
4e. City, state, zip:
Wake Forest, NC 27587
4f. Telephone no.:
919-523-9237
4g. Fax no.:
send to Agent
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Bob Zarzecki
5b. Business name
(if applicable):
Soil & Environmental Consultants, PA
5c. Street address:
8412 Falls of Neuse Road, Suite 104
5d. City, state, zip:
Raleigh, NC 27615
5e. Telephone no.:
919-M-5900
5f. Fax no.:
919-M-9467
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
19651-98-487MO & 9651-88-8471-00
1b. Site coordinates (in decimal degrees):
I Latitude: 35.44996 Longitude: -79.13756
Ic. Property size:
22.47 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Gastors Creek (Stream Index No. 18-20-5)
2b. Water Quality Classification of nearest receiving water
C
2c. River basin:
103030004 Upper Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing vegetation is severally altered. A tornado decimated the vegetation in the Spring of 2011 (the same tomado that famously hit the Lowe's
Home Improvement on the north side of Homer Blvd.). Additional salvage and debris clearing occurred In the years since. The properties are
primarily surrounded by retail, commercial and Industrial development, with the exception of a residential subdivision to the northwest.
3b. List the total estimated acreage of all existing wetlands on the property: 3.425
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,239
3d. Explain the purpose of the proposed project:
The project purpose is to develop a retail shopping center on the property consistent with zoning and abutting land uses.
3e. DescAbe the overall pmject in detail, including the type of equipment to be used:
To construct +/-155,000 sf of retail buildings and associated parking, Infrastructure and stormwater management devices. Heavy equipment
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
pmject (including all prior phases) in the past?
N Yes [I No 0 Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Bob Zarzeckl
Agency/Consultant Company:
I Other S&EC, PA
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
On March 20, 2013, Mr. Tyler Crumbly and Ms. Jean Gibby of the LISACE, and Ms. Chard Smith of the N.C. DWRIWOP (then DWQ) Raleigh Regional
Office, visited the properties to verify the delineation performed by S&EC, PA. SAW -2004-20283 (attached)
5. Project History
5a. Have permits or certifications been requested or obtained
this project (including all prior phases) in the past?
Yes No Unknown
5b. If yes, explain in detail according to 'help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
Yes No
6b. If yes, explain.
The project will be constructed inphasesofwhich 115,000sfof retail buildings will be built In phase 1. Future out -parcels will be developed later.
However, all major site grading, storm drainage, stormwater pond, & permitted impacts will occur In phase 1. No future impacts to waters is proposed.
Page 3 of 10
PCN Forrn — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
C@ Wetlands Streams — tributaries Buffers [I Open Waters D Pond Construction
2. Wetland Impacts
If there are wetiand impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary M
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWO (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Headwater Wetland
No
Corps
0.018
W2 P
Fill
Headwater Wetland
No
Corps
0.127
W3 P
Fill
Headwater Wetland
No
Corps
0.124
W4 P
Fill
Headwater Wetland
No
Corps
0.219
W5
Choose one
Choose one
YestNo
W6
Choose one
Choose one
YestNo
2g. Total Wetland Impacts:
0.488
2h. Comments:
The natural wetland type Is forested, however the areas have been Impacted by the tornado, and later cleared, and primarily contain small trees,
shrubs and herbaceous vegetation, with very few large tress.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet.)
S1 P
Fill
UT to Gastors Creek
INT
Corps
4
49
S2 P
Fill
UT to Gastors Creek
INT
Corps
4
80
S3 P
Fill
UT to Gastors Creek
INT
Corps
4
170
S4
Choose one
S5
Chooseone
S6
Choose one
3h. Total stream and tributary Impacts
299
31. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indiv dually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(If applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water Impacts
0
4g. Comments: . The existing pond on the property was verified by both the USACE and DWRIWOP agents as non -jurisdictional & non-regulated.
5. Pond or Lake Construction
If pond or lake con ruction Proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetiand Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated
Pi
Choose one
P2
Choose one
5f. Total:
5g. Comments:. A stormwater management pond is proposed within the development, but no ponds or lakes are proposed to be constructed In
jurisdictional waters.
5h. Is a dam high hazard permit required?
Yes No if yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, t en you MUST fill out Section D of this form.
6a. Project is in which protected basin?
[] Neuse 0 Tar -Pamlico Catawba [] Randleman [] Other
6b.
Buffer Impact
number —
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
69.
Zone 2
impact
(square
feet)
131
Yes(No
B2
Yes(No
B3
YestNo
B4
YestNo
B5
YestNo
B6
YestNo
6h. Total Buffer Impacts:
61. Comments:.
Project Is located In the Cape Fear River basin below Jordan Lake. No State or local riparian buftr rules apply.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically descAbe measures taken to avoid or minimize the proposed impacts in designing project.
First the applicant contracted with S&EC, PA to delineate all jurisdictional wetlands, streams and waters on the property and verify the findings with the
USACE & DWRMOP (then DWO). Then the applicant had the jurisdictional areas surveyed and used this to develop a conceptual development plan.
The resulting Impacts were extensive. So, the applicant held a pre -application meeting on May 10, 2013 with the USACE & DWR, and incorporated
guidance from this meeting to develop the proposed plan which minimizes impacts by using retaining walls and reduced building sizes.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The proposed plan uses retaining walls and reduced building sizes to minimize Impacts to wetlands and streams. The plan also proposes to use a
stormwater management wet detention pond designed to the current State BMP Manual to treat the stormwater runoff from the site to an anticipated
90% TSS removal efficiency. This would not otherwise have bee required. In addition, the applicant has Included a reclamation plan (attached) for
two borrow areas on the property that is anticipated to result in additional wetland areas (approximately 2.5 acres) on the property post-constructlon.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If yes, mitigation is required by (check all that apply):
DWO Corps
2c. If yes, which mitigation option will be used for this
project7
0 Mitigation bank
Payment to in -lieu fee program
Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments: - S&EG comirmea that there are n-0-a-viaTable mitigation banks for the type of ERR11IF—required (riparian ends and streams).
4. Complete If Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
Yes
4b. Stream mitigation requested:
299 linear feet
4c. If using stream mitigation, stream temperature:
warm
4d. Buffer mitigation requested (DWO only):
0 square feet
4e. Riparian wetland mitigation requested:
1 acres
4f. Non-riparlan wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
41h. Comments: Mitigation ratios of 1:1 for the stream impacts & 2:1 for the riparian wetland impacts was agreed upon in the pre -application meeting.
5. Complete If Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWO
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
0 Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Difftise Flow Plan
I a. Does the project include or is it adjacent to protected riparian buffers identified
Yes No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
85%
2b. Does this project require a Stormwater Management Plan?
CR Yes 0 No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The 85% impervious number provided above is the anticipated percent Impervious for the developed areas (not the entire property, which the overall
percent Impervious is closer to 60%). AJI of these developed areas will drain to and be treated by a wet detention pond designed to the current State
BMP Manual. A copy of the stormwater management plan calculations and plans has been provided along with this application. The pond is designed
to remove 90% TSS. It should be noted that this would not have been required by the City If the applicant could have avoided the need for a 401
Certification. All off-site stormwater runoff is proposed to be bypassed through the development
2e. Who will be responsible for the review of the Stormwater Management Plan?
DWRIWOC (formerly DWO 401 Unit)
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project.?
Phase 11
3b. Which of the following locally -implemented stormwater management programs
0 NSW
apply (check all that apply):
USMP
Water Supply Watershed
Other
3c. Has the approved Stormwater Management Plan with proof of approval Ebeen
Yes 0 No
attached?
4. DWQ Stormwater Program Review
0Coastal counties
DHOW
4a. Which of the following state -implemented stormwater management programs apply
ORW
(check all that apply):
BSession Law 2006-246
[]Cither
4b. Has the approved Stormwater Management Plan with proof of approval been
0 Yes No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
Yes No
5b. Have all of the 401 Unit submittal requirements been met?
Yes No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federaYstate/local) funds or the
Oyes C@ No
use of public (federallstate) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
OYes No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (if so, attach a copy of the NEPA or SEPA final approval
letter.)
Yes No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWO Wetland Rules (1 5A NCAC 2H .0500), Isolated
Welland Rules (I 5A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
[]Yes No
or Riparian Buffer Rules (1 5A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
OYes No
2c. If you answered *yes' to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWO Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
Yes No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWO policy. If you answered "no,* provide a short narrative description.
The project is a stand-alone retail development. About a third of the western most portion of the development Is now or is anticipated to be wetlands,
streams and woodland post -construction. This portion borders the only property boundaries adjacent to residential areas. The other surrounding
properties are already developed as retail, commercial or Industrial uses. This development would not provide access to any undeveloped lands.
Also, developments such as this are not typically anticipated to result In cumulative development or impacts.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The development will be serviced by municipal sanitary sewer and the City of Sanford will ensure that there Is available capacity prior to final plan
approval.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
0 Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
N.C. Natural Heritage Program Map Vknver (attached), a 2 -mile search produced no known element occurrences of endangered species or habitat.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?TE]
Yes No
6b. What data sources did you use to determine whether your site would Impact Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper v3.0
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
National
[3 Yes ONo
status (e.g., Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would Impact historic or archeological resources?
SHPO-HPOWES (attached map) - Closest record Is 'Jonesboro Colored School (Gone)" located other side of an existing shopping center.
8. Flood Zone Designation (Corps Requirement)
Sa. Will this pmject occur In a FEMA -designated 100 -year floodplain?
Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
N.C. Flood - See attached DFIRM with project area location Identified
S&EC, PA - Bob Zarzecki
October 15,2013
ApplicantlAgent's Printed Name
�44p-gnlri
Date
ge ature is v� lignattire
Agen gnature is va only If an authorization
a 0
letter from to applicant Is provided.)
Page 10 of 10

Environmental Consultants, PA
Road * Raltigh, North Carolina 27614 9 Phone- (919) 946-S900 * Fax: [phone]
wwwsandEc.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current ProReM Owner
Name: DLP Automotive, LLC
Address: PO Box 1791
Pinehurst, NC 28370
4
ject Name/ Description:
Project # 8827
Date: March 2013
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: Monte Mathews, Raleigh RegHlatogy Field Office, USACE
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current proRgrLy o%mer hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The. :5-1,41 day of
am'l
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
Print Property Owner's Name Property Owner's Signature
cc: Ms. Karen Higgins, NCDENR - DWQ cc: Mr. Bob Zarzecld
512 North Salisbury Street Soil & Environmental Consultants, PA
Raleigh, NC 27604

ConnectGIS Feature Report
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ConnectGIS Feature Report
Page 2 of 2 .
OBJECTID
21821
PIN
9651-88-8471-00
Acres
17.3106378174
Parcel Address
0 HORNER BLVD
PARID
965188847100
ADDR PRE
ADDRNO
0
ADDR 2
ADDR DIR
S
ADDR STREET
HORNER
ADDRSUF
BLVD
Appraised Land
356400
Appraised BLDG
0
Appraised Total
356400
Assessed Total
356400
Assessed Building
0
Assessed Land
356400
Book
931
Page
344
Tax District
CSF
Subdivision
Subdi ision Number
Legal 1
TRACT2
Legal 2
PC 10/46H
Legal 3
985/45 (ESMT)
Owner
DLP AUTOMOTIVE LLC
Owner2
Mail Address
Mail Suffix
Mail Street Dir
Mail Street
PO BOX 1791
Mai City
PINEHURST
Mail State
NC
-I
Mail Zip
28370
Dwelling Card
0
Dwelling Style
Dwelling DESCR
Dwelling YRBLT
0
Dwelling SFLA
0
Out BLDG Card
0
Out BLDG Line
0
Out BLDG Code
Out BLDG Description
Out BLDG YRBLT
10
,Out BLDG Area
10
Sale Price
117000
ISale Date
110/16/1998 12:00:00 AM
I
hup:Hlee2.connectgis.com/DownloadFile.ashx?i= ags_map495fb6828e89456fb3b8304fceb3a989x.htm&t=printid 8/1/2012

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_Iqq
ConnectGIS Feature Report Page 2 of 2
OBJECTID
21822
PIN
9651-98-4879-00
Acres
5.16015229222
Parcel Address
3010 HORNER BLVD
PARID
965198487900
ADDR PRE
ADDRNO
3010
ADDR 2
ADDR DIR
S
ADDR STREET
HORNER
ADDRSUF
BLVD
Appraised Land
197900
Appraised BLDG
96700
Appraised Total
294600
Assessed Total
294600
Assessed Building
96700
Assessed Land
197900
Book
931
Page
341
Tax District
CSF
Subdivision
Subdivision Number
Legal 1
TRACT I
Legal 2
PC 10/46H
Legal 3
985/45 (ESMT)
Owner
DLP AUTOMOTIVE LLC
Owner2
Mail Address
Mail Suffix
Mail Street Dir
Mail Street
PO BOX 1791
Mail City
PINEHURST
Mail State
NC
Mail Zip
28370
Dwelling Card
0
Dwelling Style
Dwelling DESCR
Dwelling YRBLT
0
Dwelling SFLA
0
Out BLDG Card
1
Out BLDG Line
3
Out BLDG Code
PA2
,Out BLDG Description
IPAVIN ASPHALT/CONCRETE
BLDG YRBLT
2005
IOut BLDG Area
13000
-Out
Sale Price
488500
Isale Date
110/16/1998 12:00:00 AM
-------T
http://lee2.connectgis.com/DownloadFile.ashx?i= ags map996464aa6ca24e4l9b529b66536649f4x.htm&t=printid 8/3/2012

Project Number:
i5827.W2
Project Marwqer:
13Z
zale:
1 '000,
Date;
02,121113
Map Title:
firjure I - U5G5 Map
DLP Automotive
Lee County, NC
5ource:
5anford Quadrancjlc
Sol] &Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
(919) 846-59W - [phone]
Web Page: www.SancEC.com

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Lee County, NC (919) 846,5900 - [phone]
1 000' Web Page- www.,OAndEC.com
Date; 5ource:
02/21/13 Lee Co. 5hect 5

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INSTALL WATER STOP (VOLCLAY RX BBflUffTE
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V CREST SEEPAGE DIAPHRAGM (SEE DETAIL A)
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STR.a---L- ON SEEPAGE IXAPHRAGM
FILL
10"0 FT.
184NCH RCP _ELOW
1.0 FT.
END CAPS (SLT-TXM —
TO BE INSTALLED ON
UPSTREAM ENDS OF
DRAINAGE PIPES
NOTES
1) 00 NOT INSTALL SEEPAGE COLLARS WITHIN SEEPAGE DIAPHRAGM
2) END CAPS (SILT-TIMM SKALL BE INSTALLED ON uPSTREAM ENDS OF DRAINAGE PIPES
LOCATED WITHIN SEEPAGE DIAPHRAGM
3) DAYLIGHT DOWNSTREAM ENDS OF DRAINAGE PIPES To PROVIDE POSITIVE DRAINAGE
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MANUFACTURERS REQUIREMENT
5) WRAP THE EXPOSED PORTION OF EACH RCP JOINT ALONG THE PIPE WITH FLIER FABRIC
THAT EXTENDS 2 FEET MINIMUM UPSTREAM AND DOWNSTREAM OF PIPE JOINT
6) INSTALL TWO GALVANIZED STEEL X INCH DIAMETER BOLTS WITH NUTS. PERPENDICULAR TO
EACH OTHER IN EACH DRAINAGE PIPE OUTLET AS A VARMINT GUARD
TOP OF RISER 4D8.50'
-INVERT OUT 40750' 1 OOYR STORM - 410 50' V
I OYR STORM 09 82' V
2YR STORM 409 14' V
4'XS'X6" WQv ELEVATION - 408 30'
CONCRETE PAD
NORMAL POOL 407 50'
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In /_14 11=111 p RISER
FORESAY
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DURING CONSTRUCTION PHASE WHILE
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DO NOT INSTALL 3/4- DRAW DOWN TUBE DURING
SEDIMENT BASIN PHASE ALL SEDIMENT TO BE
REMOVED PRIOR TO FINAL CONSTRUCTION OF
POND
BOTTOM OF POND 402.00'
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POND CROSS SECTION
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SEEPAGE DIAPHRAGM
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184MCH RCP
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INSTALL VARMINT GUARD
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SEED DAM AND SLOPES WITH TURF GRASS SUCH AS FESCUE
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RACK RIP RAP LINED WITH GEOTEXTILE FABRIC ON FILL SLOPE
EMBANKMENT 70 BE COMPACTED TO SOX
Sm RROCTOR DENSITY
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I JEJ I JEJ P-10' PLANT SHELF
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INVERT OUT 402 DO -
187 LF 24- RCP ��LVERT 0 1 1%
\—CONCRETE CRADLE -
SEEPAGE DIAPHRAGM
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DURING CONSTRUCTION PHASE WHILE
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RACK RIP RAP LINED WITH GEOTEXTILE FABRIC ON FILL SLOPE
EMBANKMENT 70 BE COMPACTED TO SOX
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\—CONCRETE CRADLE -
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166 IFO.O�c�
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CONCRETE CURB OR
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DO NOT CUT LEADER
ROUGHEN SOB OF PLANT PIT
SCIENTIFIC NAME
SCORE RDES OF RODISALL OF
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DIAMETER WRITE PVC ON CH49
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vjpb
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166 IFO.O�c�
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OF THE ROUIGH ORADING SMALL OCCUR PRIOR TO THE START OF PLAWING
DWALLNTION
2. RALLIED AND BURIAPPED PLANTSMREES TO BE PLANTED PRIOR TO CONTAINER
OR BEDDING FLAMM
3 CONTRACTOR RESPONSIBLE FOR LOCATING ALL IMILMESAND UNDERGROUND
IMPEDIMENTS PAM'rO BEGIMMING PLAMTIMG
4 ALL WEEDS MOM411ATIVE INVASIVE SPECIES, AND EXOM SPECIES LOCATED
WHEN THE PROSEIDT LIMMS SMALL 13E ELIMINIATED PRIOR TO PLANnING BED
CREATION AND PLANTINM
5 PLANTS ARETO BE PURMIASED BY SCIENTIM NAMES THEY SMALL BE
REPRESENTATIVE OF THEIR SPECIES, MEET ALL NOTED CONDITIONS OF
SPECIFICATIONS AND SHALL 13E IN VIGOROUS GROWING COMMON MEETING
ANSI STANDARD ZSO.
6, PROJECT MANAGER OR DESIGNEE MIAMADIS RIGHT TO REJECT ANY PLANT
ME TO AESTHETICS OR STRUCTURAL DEFICIENCY AT ANY TIME
7 CONTRACTOR SMALL LOCATE ALL FLAMM AWAY FROM KNOWN PERBAANEMT
FOITUIRES, IF CONFLICT AFUSIDS WITH PLAN, COMPACTOR SMALL NOTIFY
PROJECT MANAGER OR DESIGNEE PRIOR TO PROCEEDING
B. CONTRACTOR RESPONSIBLE FOR FURNISHING AND IMSTAUJING ALL PLANTS
SHOWN ON PLANS IN LOCATIONS SHOWN OUANTMES OWEN ON THE KANT
LEWID ARE FOR CONTRACTORS CONVENIENICIE ONLY IF DISCREPANCIES
R. THE PLANS SMALL OVERRULE THE PLANT LEGEND
9 If ANY SuBSTnUTIONS ARE REQUESTED BY CONTRACTOR. THEN NOTICE SMAU
13E OVEN TO PROJECT MANAGER OR DESIGNEE AT MMULIM SEVENTY-TWO (M
"OUIRS (NOT INCLUDING WEEKENDS) PRIOR TO DESIRED ORDERING DATEMME
WHEN SUBSTITUTIONS ARE REQUESTED 13Y COMPACTOR. SUGGESTED
ACCEPTABLE REPLACEMENTS SMALL ALSO 13E PRESIENTIED AT TOM FOR FULL
AND COMPLETE REVIEW BY PROJECT IMAJIGISR OR DESIGNEE
IM 600 BED PREPARATION ALL AREAS TO BE $ODDED ARE TO RECEIVE A
MINIMUM OF r OF APPROVED TOPSOIL. ALL DEBIUS, ROCKS. ETC LARM
THAN Ir ARE TO BE REMOVED PRIOR TO SEEDING OR PLANTING APPROVED
TOPSOIL IS TO BE PREFERABLY FROM ON-SITE STOCKPILE FROM STRIPPING
OPERA 2—.
I lij;.: STAKED WILL BE DESIGNATED BY THE LANDSCAPE ARCHITECT
TREE FOR CANOPY AND LARGE EVERGRINS11 TREES 04ALL NOT
SO DAM
12 ALL EDS ARE TO RECEIVE A MOU" OF C OF APPROVED TOPSOIL
TILLED TOA DEPTH OF rTO ENSURE INTEGRATION WITH EX98TWO SOR.
TOPSOIL 19 TO BE PREFERABLY FROM ON-SITE STOCKPILE FROM
PERATIONS - SEE EROSION AND SEDIMENT CONTROL PLAW IF
SOIL 88 NOT AVAILABLE, CONTRACTOR SHALL PROVIDE TO SITE
9'
13 WIL SHOULD BE BETWEEN 4A AND 7 0 IF THE PH FALLS OUTSIDE THIS
RANGE. SMUBEMODW"WTHLMMTOMREASEPHORUMSLILFATE
AND TOLOWERPH THESE SHOULD BE MM UNIFORMILY INTO THE
SOL TO USE
14 ALL TO BE CERTIFIED TO BE FREE OF WEEDS. NON-NATIVE INVASIVE
AND THEIR LARVAE MULCH SAWLE SUMUffAL WILL BE PROVIDED
TO LAN ARCHITECT BEFORE SITE DELIVERY
Is SHOULD OCCI R SOREDIATELY AFTER CONSTRUCTION TO STABlLQE
AREAS BARE SOIL
18 PR PERM^NEKT PLANTING13 AND SODDING, THE SM! 8011 SHALLSE
FOR PLANTING. WHERE NEEDED THE SOILS SHOULD BE PLOWED OR
RIPPED IMPROVE COMPACTED SOILS AND EUMMATE CHANNELIZED FLOW
FROMM AREAS
17 IT Is RESPONSIBILITY OF THE CONTRACTOR TO ENSURE A HEALTHY AND
VIABLE AND THE PLANT BE REJECTED IF DEEMED UMHEALTW OR
Uhm rW WRING THE CONTRACT OR WARRANTY DURATION
IIISTALL MATERIAL SMALL CONFORM TO OR [EXCEED THE AMERICAN
STAN FOR NURSERY STOCK (LATEST EDITION) AS PUBLISHED BY THE
ASSOCIATION OF NURSERYMEN.
Is IT BE NOTED TK44TALL SECTIONS OF THE SITE THAT ARE SLOPED 3 1
OR WILL BE COVERED WITH EROSION CONTROL STABILIZATION COIR
FABIRIC V SQUARE OPENINGS) PRIOR TO PLANTING TO ENSURE
SITABLIZATION. LANDSCAPE CONTRACTOR SHALL CUT FABRIC AT
M113111
LANDSCAPEARCHITECtURE
LAND PLANIONG
URBAN DeWN
6WW0d*A—
RN.W, HC 276M 1 919M5 -M%
Ic
X x
04
11111�5 M-cri -X
W
W
IM—
z
Lu
0
F- 2
W
om
0 ou
E E
LL 0 0
z X z
t,e
< a
C/) 0 om
cl) co
F�:_Cl j" -IP LA Z
,ZV7m XH3118 12
C�,E
�tA
I
.-3
LANDSCAPE
PLAN
91ELT IlT,f
BMP
LANDSCAPE
PLAN
�, -'s,
L100
I
WET POND PLANTING LEGEND
SYMBIDL
TOTAL
CITY
SCIENTIFIC NAME
f�CCO�WM ��M�ME
'NISST�AELL
I'N=
I NOTES
TREES
AR11) is
lmwnjbmm
�l
vjpb
lrKT
166 IFO.O�c�
LrITORAL SHELF (0 - S' DEEP)
AGR 12.04
lAcommigramil.
1 same Fing
IF"
Itroc
SCE— ISO
I Smunints curmium
�;FTIM
JCWWW
12ir 0 C
LrrTIORAL SHELF (6- DEEP)
I
POO
2X5 Ipmemdeftcordsm,
No
PRq
Iroc,
STA- 11W
I
I Cwftkw
I2,rOC
SHRUBS
FGA 130
1 gWd"TAAW
llk�"Fulhmaft
120WTJSPP- I Cormalnes Fut n
ice 128
Illexconvallurkinfilkonef
MBIV
24'HTJSPR
Full. r
FLO I
� lummostrevormode
Id""May
ISO
2CMAPA
1= FA Denso
MYR 15
lawimsceams,
themmumvivue
3rHTJSPR. 10mmlelmor Fut Dwas
PERENNIALS I GRASSES
EIDU
14 EMPOD&ft.
I —
P)*V^W
24WTJSPR
I
Cmidakniv FA Dw=. IN)
omdtw"
MCA,
12 IND-mmeripsomput—stow—
muftirommus
F-,,
2,rHTJSPR
1
Conlater FLA DOW
Pvi 143
FambUrn votatumn vs
Ch Goa
I 24`HTAFR- I OwAlne, Full. Ow"
- Theme plants (SCE & STA) we to be spread ad an* SWQ Ford S?p In Woups of 3. S, & 7 within mmpwKft am aim, In plan
PLANTING AND SEEDING NOTES
I ROUGH MMM TO BE COMIPLETED PRIOR TO THE STAW OF RAW
INSTALLATION. sLqwmn#L cohowtom sm-o" BY PROJECT MANAGER
OF THE ROUIGH ORADING SMALL OCCUR PRIOR TO THE START OF PLAWING
DWALLNTION
2. RALLIED AND BURIAPPED PLANTSMREES TO BE PLANTED PRIOR TO CONTAINER
OR BEDDING FLAMM
3 CONTRACTOR RESPONSIBLE FOR LOCATING ALL IMILMESAND UNDERGROUND
IMPEDIMENTS PAM'rO BEGIMMING PLAMTIMG
4 ALL WEEDS MOM411ATIVE INVASIVE SPECIES, AND EXOM SPECIES LOCATED
WHEN THE PROSEIDT LIMMS SMALL 13E ELIMINIATED PRIOR TO PLANnING BED
CREATION AND PLANTINM
5 PLANTS ARETO BE PURMIASED BY SCIENTIM NAMES THEY SMALL BE
REPRESENTATIVE OF THEIR SPECIES, MEET ALL NOTED CONDITIONS OF
SPECIFICATIONS AND SHALL 13E IN VIGOROUS GROWING COMMON MEETING
ANSI STANDARD ZSO.
6, PROJECT MANAGER OR DESIGNEE MIAMADIS RIGHT TO REJECT ANY PLANT
ME TO AESTHETICS OR STRUCTURAL DEFICIENCY AT ANY TIME
7 CONTRACTOR SMALL LOCATE ALL FLAMM AWAY FROM KNOWN PERBAANEMT
FOITUIRES, IF CONFLICT AFUSIDS WITH PLAN, COMPACTOR SMALL NOTIFY
PROJECT MANAGER OR DESIGNEE PRIOR TO PROCEEDING
B. CONTRACTOR RESPONSIBLE FOR FURNISHING AND IMSTAUJING ALL PLANTS
SHOWN ON PLANS IN LOCATIONS SHOWN OUANTMES OWEN ON THE KANT
LEWID ARE FOR CONTRACTORS CONVENIENICIE ONLY IF DISCREPANCIES
R. THE PLANS SMALL OVERRULE THE PLANT LEGEND
9 If ANY SuBSTnUTIONS ARE REQUESTED BY CONTRACTOR. THEN NOTICE SMAU
13E OVEN TO PROJECT MANAGER OR DESIGNEE AT MMULIM SEVENTY-TWO (M
"OUIRS (NOT INCLUDING WEEKENDS) PRIOR TO DESIRED ORDERING DATEMME
WHEN SUBSTITUTIONS ARE REQUESTED 13Y COMPACTOR. SUGGESTED
ACCEPTABLE REPLACEMENTS SMALL ALSO 13E PRESIENTIED AT TOM FOR FULL
AND COMPLETE REVIEW BY PROJECT IMAJIGISR OR DESIGNEE
IM 600 BED PREPARATION ALL AREAS TO BE $ODDED ARE TO RECEIVE A
MINIMUM OF r OF APPROVED TOPSOIL. ALL DEBIUS, ROCKS. ETC LARM
THAN Ir ARE TO BE REMOVED PRIOR TO SEEDING OR PLANTING APPROVED
TOPSOIL IS TO BE PREFERABLY FROM ON-SITE STOCKPILE FROM STRIPPING
OPERA 2—.
I lij;.: STAKED WILL BE DESIGNATED BY THE LANDSCAPE ARCHITECT
TREE FOR CANOPY AND LARGE EVERGRINS11 TREES 04ALL NOT
SO DAM
12 ALL EDS ARE TO RECEIVE A MOU" OF C OF APPROVED TOPSOIL
TILLED TOA DEPTH OF rTO ENSURE INTEGRATION WITH EX98TWO SOR.
TOPSOIL 19 TO BE PREFERABLY FROM ON-SITE STOCKPILE FROM
PERATIONS - SEE EROSION AND SEDIMENT CONTROL PLAW IF
SOIL 88 NOT AVAILABLE, CONTRACTOR SHALL PROVIDE TO SITE
9'
13 WIL SHOULD BE BETWEEN 4A AND 7 0 IF THE PH FALLS OUTSIDE THIS
RANGE. SMUBEMODW"WTHLMMTOMREASEPHORUMSLILFATE
AND TOLOWERPH THESE SHOULD BE MM UNIFORMILY INTO THE
SOL TO USE
14 ALL TO BE CERTIFIED TO BE FREE OF WEEDS. NON-NATIVE INVASIVE
AND THEIR LARVAE MULCH SAWLE SUMUffAL WILL BE PROVIDED
TO LAN ARCHITECT BEFORE SITE DELIVERY
Is SHOULD OCCI R SOREDIATELY AFTER CONSTRUCTION TO STABlLQE
AREAS BARE SOIL
18 PR PERM^NEKT PLANTING13 AND SODDING, THE SM! 8011 SHALLSE
FOR PLANTING. WHERE NEEDED THE SOILS SHOULD BE PLOWED OR
RIPPED IMPROVE COMPACTED SOILS AND EUMMATE CHANNELIZED FLOW
FROMM AREAS
17 IT Is RESPONSIBILITY OF THE CONTRACTOR TO ENSURE A HEALTHY AND
VIABLE AND THE PLANT BE REJECTED IF DEEMED UMHEALTW OR
Uhm rW WRING THE CONTRACT OR WARRANTY DURATION
IIISTALL MATERIAL SMALL CONFORM TO OR [EXCEED THE AMERICAN
STAN FOR NURSERY STOCK (LATEST EDITION) AS PUBLISHED BY THE
ASSOCIATION OF NURSERYMEN.
Is IT BE NOTED TK44TALL SECTIONS OF THE SITE THAT ARE SLOPED 3 1
OR WILL BE COVERED WITH EROSION CONTROL STABILIZATION COIR
FABIRIC V SQUARE OPENINGS) PRIOR TO PLANTING TO ENSURE
SITABLIZATION. LANDSCAPE CONTRACTOR SHALL CUT FABRIC AT
M113111
LANDSCAPEARCHITECtURE
LAND PLANIONG
URBAN DeWN
6WW0d*A—
RN.W, HC 276M 1 919M5 -M%
Ic
X x
04
11111�5 M-cri -X
W
W
IM—
z
Lu
0
F- 2
W
om
0 ou
E E
LL 0 0
z X z
t,e
< a
C/) 0 om
cl) co
F�:_Cl j" -IP LA Z
,ZV7m XH3118 12
C�,E
�tA
I
.-3
LANDSCAPE
PLAN
91ELT IlT,f
BMP
LANDSCAPE
PLAN
�, -'s,
L100

South Horner Boulevard
Project Reclamation Plan
S&EC Project No. 8827.D1
September 9, 2013
As shown on the Construction Drawings (by John A. Edwards & Company) the upland proposed
for use as a borrow pit consists of two (2) separate areas totaling approximately 2.5 acres. The
pit area is generally bounded by the property line to the north and west, a sanitary sewer
easement to the south, and a jurisdictional wetland to the east. A narrow strip ofjurisdictional
wetland approximately50 feet wide separates the two pit areas. Existing elevations within this
upland area range from roughly 0.5 to 2 feet (+/-) above the adjacent wetlands. This
Reclamation Plan describes how the borrow pit area will be reclaimed. It is anticipated that the
reclamation area will exhibit wetland characteristics following the completion of the proposed
work.
Borrow Pit Operations
The Construction Drawings call for the borrow pit to be excavated to a maximum depth of 12
feet (+/-) below the existing ground surface. Side -slopes of 2H: IV will be utilized along the
perimeter of the borrow pit to provide for stable cut slopes during excavation (and before
backfilling). The exact depth of cut and pit extents will be determined at the time of construction
depending on soil conditions and site fill requirements. A 10 foot set -back fi-om the adjacent
wetlands (and other boundaries) including a row of temporary silt fence is proposed to reduce the
potential for inadvertent impacts to the wetland surface and existing vegetation, and to reduce the
potential for temporary effects to adjacent wetland hydrology. A typical cross-section for the
borrow activities is provided in X -Section A -A.
Depending on the sequence of site grading operations the excavation of the borrow pit may be
continuous or may occur in phases. The existing maintained path along the sanitary sewer
easement will provide vehicle/equipment access to the borrow area. Excavation will generally
be performed from north to south to improve vehicle/equipment traffic conditions. Dewatering
within the pit may be required during excavation of the pit. Any necessary dewatering will be
performed in a manner that is consistent with erosion and sediment control requirements.
Reclamation Activities
Upon completion of excavation within the borrow pit (or some portion thereof if borrow
operations are performed in phases) clean fill material taken from elsewhere on the property
(only) will be backfilled within the borrow pit. This fill material may include unusable soil
foundation material, topsoil, and organic material (woody debris from clearing and grubbing
operations). No construction debris (concrete rubble, erosion control materials, metal, etc.) will
be wasted within the pit. Fill will be placed in lifts of 2 to 3 feet and trafficked with heavy
equipment. No specific compaction effort will be applied. Fill material will be placed so as to
Pagel of2

Soil & Envimnmentd Consultants, PA S&EC Project No. 8827DI
South Homer Blvd. Project September 9, 2013
provide a reasonably distributed mix of materials over the pit area (ie. not all the organic material
in one location within the pit footprint). Fill will be placed to an elevation that is roughly
coincident with elevations within the adjacent wetlands.
During general site grading operations, wherever practicable soil from existing wetlands which
are permitted to be impacted will be removed and stockpiled for use as cover material in the
upper 2 to 3 feet of the fill material within the reclamation area (borrow pit). The transfer of
wetland soils will serve to "jump starV the wetland within the reclamation area through the
placement of hydric soils, in addition to the relocation of a seed source for wetland plant species.
The surface of the reclamation area will be fine -graded to provide micro -topographic variation
including where possible the creation of hummocks and vernal pools within the reclarnation area.
Tree stumps, logs, and other woody debris may be utilized on the surface of the remediation area
to provide additional wildlife habitat (see X -Section A -A). A representative of Soil &
Environmental Consultants, PA, will be on site to observe and direct grading efforts associated
with the reclamation activities and make adjustments as deemed necessary.
The surface of the reclamation area will be seeded with a wetland seed mix including herbaceous
species such as Virginia Wild Rye (Elymus virginicus), Soft Rush (Juncus effiaus), Sedge
(Carex lurida, 1upulina, or vulpinoidea), Woolgrass (Scirpus cyperinus), Cardinal Flower
(Lobelia cardinalis), and Lizard's Tail (Saururus cernuus). This, in conjunction with native seed
sources, is intended to allow for a dense stand of herbaceous growth. Temporary seeding
measures (brown top millet, rye grain, or the most appropriate erosion control grass as dictated
by the season) and straw mulch will also be applied as needed to allow for localized stabilization
while wetland species establish themselves.
Page 2 of 2

Stonnwater Calculations
Project: The Shops at Cameron Place
Sanford, North Carolina
Date: 8.13.2013
By: Jon Callahan, PE
John A. Edwards & Co.
333 Wade Avenue
Raleigh, NC 27605
[phone]

Stormwater Narrative
The property is a 22.8 acre site located at 3010 Homer Blvd in Sanford, NC. The
proposed project will be for approximately 155,000 sf retail center of which 115,000 sf
for phase I is in review by the Town of Sanford. The is currently undeveloped and
consists of brush and cut over areas with some trees. A large portion of the site was
damaged with tornados within the last few years.
The existing drainage patterns for the site mostly drain from Homer Blvd to the west end
of the site where there are several wetland areas. The wetland areas make up
approximately 3.5 acres of the site and the proposed plan will impact 0.58 acres of the
wetlands with development. Soil & Environmental Consultants (S&EC) has been on-site
with NCDWQ and USACOE to determine the areas oflurisdictional wetlands. S&EC
will be handling the permitting of the proposed impacts.
Ile proposed plan will be grading on approximately 14 acres of the site. There is a I
acre parcel that is not part of the development, but has been included in drainage
calculations since the run-off ftom that parcel also drams to the wetland areas on the west
end of the property. The storinwater mana emen plan is to collect the run-off from all
proposed impervious areas with a pipe network that will dram to a wet pond BMP located
upstream of the Wetland Area. The wet pond BNV was designed to capture the first V
of run-off from the site and retain for 2-5 days. The sufface area was sized such that 90%
TSS is treated prior to release into the wetland area.
Attached is a summary of calculations for the stormwater collection system and wet
pond.

Storm Drain Calculations

JStorm D"Irmainag Table
I
UPW=n
PJm EWaft
StMd= Invert Downtraw
Invelt
ftuchole
m
Bftv"w M
SMMfs
PIDO Size M
Pkm Length
SION MMI
I~
(DOwn*Osm)
UP5tJvam
Inlet Ame
t4mtmam
Total
1
2
421.55
417.80
2
24
19
0.
(UpOem) (M
417.W
01)
1 417.50
Irdet C
-0
Flow (Mrs).
Flow
3
421.55
418.50
416.55
413.50
3
-194
.016
-
-418-611
413.50
0.93
.93
1.31
629
6.87
3
1 6jj
13.1
4
41SAO
413AO
4
5
36
35
1 11
123
0 ---
41&50
-
1 413.40
0.93
1.33
-UM
9.00
29.3
5
420.50
410.50
6
48
1
0.016
0.014
413.40
411.50
0.93
3.59
65A
6
a
415.50
40B.90
-7
48
183
0.005
410.50
408.90
.0
SOLD
0.93
0.00
- -
0.00
73.2
7
a
40.20
414.40
407.90
407.15
-9
48
148
0.005
407.90
407.15
0.5
0.01
0.02
0.04
0.07
72.9
72.2
9
407.00
48
28
0.005
.15
407.00
0.27
1*83
72.7
10
411B.50
3
24
414.60
414.50
0.93
0.82 1
3R-
5.6
11
17-
419.50
12
35
230
0.008
�15-0�0
413.50
0.75
5.0 7
-W.95
31.0-
13
417.50
41&50
24
119
OA=
413.50
412.50
0.93
1.19
8.1
14
15
410.55
413.30
408.15
407.40
15
a
0.006
-0005
40&13
--- W-40
0.17
1.15
1-2
12
53
407.40
0.93
0.03
0.20
1.3
16
17
40&00
420.30 1
407-80
-17
18 1
AM
26
1-123
---CW-B
408.00
n 7%.
98.25
98.3
Is
420.60 1
407.10
19 1
48
48
1
1 0.0001
407.80
1 10 1
0.75
0.00
98.1
19
1
4N.00
I
175
I
1 0.018
I
4477.110
1 404.00
1
97.5

Profile Report
Engineering Profile - OF.9 - CB -1 (storm all.stc)
425.W
420.00
415.00
Rim: 407
kwwt 407
410.00
CB -2
Rim; 421.55 ft
A
4woo I
-0+50 0+00
L"ou 1+tju 1+50 2+00 2+50 3+00 3+50 4+00 4+50
Stadon (ft)
.QFu "
421.55 ft
t 417.60 ft
5M
Orcrete
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50
atom atft Bentley StornvCAD VS1 (SELECTeedea 2)
SAM13 Bentley Systerna, bm HGOSM Meowo Sakaw CenW 10.11.02.SM
27 Giemon Company Ddve SLdta 200 W VfttOrtmvn, CT 06795 USA 0-203-7WISM pop I of I
I 9FIVW9. I
CS -4
CB -1
Rin
420.50 ft 418. ft
41 ft
113.
Rim:
lrwift410.50ft
Invo
CB -3
Rim: 41 .50ft
fff -MW.
Irmn'"
3.90 ft
ft 01-
jj.-Tt414AO
07.15 ft -Rin:413.20ft
Irm
wt: 407.9() ft
c
W
3: 19.0 ft @ 0-0
F49
0.
.0 C 31. 1
In
i:::�G;ft
36.0 In
-- - - 24.0 In'(
f�
rplpg-36J
CO -32'11.0 I t @ Owe ftAt Ocutar
ft
..........
cjmwerP" 36.0 in conew
��Cco)-2��4:11
7.0 ft 0-0'
4
CO -27:213, ft @ 0.005 fte C0.26: Ij 8.0 ft 0.0051 A
�CO-25: '-B3.0
Circub3r P
ft 0-00E
pe - 48.0 In Ca
ftfft
cMtO
awler pipe
- 4801nogiasto
c Pipe a Mcular Pi; a - 48.0 In Can, MIS
4woo I
-0+50 0+00
L"ou 1+tju 1+50 2+00 2+50 3+00 3+50 4+00 4+50
Stadon (ft)
.QFu "
421.55 ft
t 417.60 ft
5M
Orcrete
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50
atom atft Bentley StornvCAD VS1 (SELECTeedea 2)
SAM13 Bentley Systerna, bm HGOSM Meowo Sakaw CenW 10.11.02.SM
27 Giemon Company Ddve SLdta 200 W VfttOrtmvn, CT 06795 USA 0-203-7WISM pop I of I

�J�
r_
0
M
Profile Report
Engineering Profile - CB -3 - C13-10 (storm allste)
420.00
415.00
410.00
-0+50
CB -3
M:_
14 1 O.3V Tj
rt: 413-50 ft
CB -10
Rim: 418.50 ft
Invert: 414.60 ft
CO -33: 20.0 ft @ 0.005 ft1tt
circuiar Pipe - 24.0 in Concrete
0+00
Station (ft)
0+50
aull dift BGd8V SYSUne, W- H&&dW Madwxk Sdubon %dGY SWMVCAD V81 (SELECTndu 2)
ceftr [AMIAL3al
BAM13 27 ftmon CwWM DrIn Buis 200 W page I of I
WaWfkwn. CT 06795 USA +1-2U-755-1666

420.00
415.00
410.00
-0+60
.b.. 811.51C
W1312013
Profile Report
Engineering Profile - CO -4 - 01-11 (stom allstc)
CS -4
Rhm- 418A ft
Irnwt 413.40 ft 01-11
RhIL419.60ft
CB -12 Inv8rt4I6.Wft
PJm- 418.40 ft
lnvwt 413.60 ft
— CO -11%:' 6.0ft@O.w6wft
.... .... .... ............................................................................................. ...............
CO -19: 19.0 ft 0.005 ftfit CKWW Pipe . MO In Concrete
Ck=IWWT .36.0 1" COncFGW
O+W 0+60 I+W 1+60 2+00 2+50 3+00
sww (fk)
BendeY Systems. Inc. Hadw Mwhoft Solution Bentley StonriCAD VOI (SELECTsaries:4
Center (0&11."
27 S*Nmn Company Drive SLdta 200 W page I of I
Watertown, CT OGM USA 0-203-M-1666

Profile Report
Engineering Profile - JB -5 - M13 (storm all.stc)
425.00
420.00
0
w
415.00
410.00
-0+50 0+00
JB -5
Rim: 42D.50 ft
Invert 410.50 ft
------ �—, to,
CO -21: .0 it @ 0.008 wft
Circular Pipe - 24-0 in Concrete
0+50 1+OD
Station (ft)
CB -13
Rim: 417.50 ft
Invert 413.50 ft
1+50
a&"" SydM ft MWOM Memoft sduum Bw" SMMM VW (SELECTSWIM 2)
m., WLstc Cwder [DILIIALSO)
a1a=13 27 SW= Comparri DrM Sulb 200 W pap I or I
Wbwbxm CT COM USA +1 -203 -755 -IM

415.00
410.00
Profile Report
Engineering Profile - CB -8 - CW14 (storm all.stc)
CB -B
Rim: 414.40 ft
Invert 407.15 It
CB -15
Rkn: 413.30 It
Invert 407.40 ft
CB -14
Ftlm: 410.55 ft
Invei t 408.15 It
I I co -28:144.0 ft @ O-UU* W"
C": 53.0 ft @ 0.005 M CjrcuWr Pip - 12.0 In COncrets
auojW pipe - 12.0 in Cwxx"
405.00 -
-0+50 O+W 0+50 1+00 1+50 2+00
Slonn Adc
SOMM3
Staflon (ft)
Banday Sydama, Inc, HaMW MeMods Solution Banday SlOrMCAD V81 (SELECTeattes 2)
Caft JO&II.W-381
27 SWnon Company Ddw Sub 200 W Page I of I
Wobrtwm% CT COM USA +1 -203 -755 -IM

4ILW
4100
or -III
4"
Profile Report
Engineering profile. OF -19 - IN -16 (storm allatc)
400.1111
44W 06M 041W
.b.. IMILSIC
SAM13
Mft4MWft
kwad:40.10ft
b" 407ADft
,-Mn MW It
-f brim 4MMS
SO tIOAMON
fte- InConcell
14W 14M 24M 200 SOM 340
swarim
Bw" ftelernI6 Ina- Heated MWwft Sehidon BwftSwmCMV8I(MWTwW2)
center IMMA224
27 Slernon CwWm Ddve Sub 200 W Pageldi
Watertom CT ONM U8A +U2W7WIW6

Pond No. I - WET POND Hydraflow Hydrographs Extension for AutoCADO Civil 3D9 2012 by Autodesk. Inc v9
4.00 Top of pond
Elev. 411.00
—3.00 24.00 ft Riser Broad crested weir
WeirS - Elev. 4 10.00
vvwl-
-2.00
—1.00
- 0.50 In orifice
CulvB - Inv. 407.50
F 0.00
Stage (ft) B ittc n of pond
E m 407.50
Section
NTS Cu[vA-50.OLFof24.Oin@0.50% 1 00 -yr
10 -yr
Tyr
1 -yr
Inflow hydrograph = 1. SCS Runoff - SCS INFLOW
Project: wet pond SCS.gpw Friday, 09 / 20 / 2013

Pond Report
Hydraflow Hydrographs Extension for AutoCADS Civil 3DO 2012 by Autodftk, Inc v9
Friday, 09 / 20 / 2013
Pond No. I - VVET POND
Weir Structures
Storage I Discharge Table
Pond Data
[A)
[a]
Contours, 4.1ser-defined contour areas. Average end area method used for volume calculation. Begining Elevation = 407 50 ft
Stage I Storage table
Chr 6 Chr C
(A]
[131
Stage (ft) Elevation (ft)
Contour area (sqft)
Incr. Storage (cuft)
Total storage (cuft)
0.00 407.50
38,565
0
0
0.50 408.00
42,703
20,317
20,317
250 41000
46,757
89,460
109,777
3.50 41100
48,782
47,770
157,547
Culvert I Orifice Structures
Note Cutwvn/Wice oub" lows am analyzed w ft inlet (w) aW outlet (oc) control Weir rwn dwdwd for wf= corMan (c) aM Wxnergence (9)
Weir Structures
Storage I Discharge Table
[A)
[a]
[C]
[PdftrI
Chr 6 Chr C
(A]
[131
[C)
[D]
Rise (in)
= 24.00
0.50
0.00
0.00
Crest Lon (ft)
= 2400
50.00
0.00
0.00
Span (in)
= 24.00
0.50
0.00
0.00
Crest El. (ft)
= 409.00
410.00
0.00
0.00
No. Barrels
= 1
1
0
0
weircoeff.
= 3.33
260
3.33
3.33
Invert El. (ft)
= 402.00
407.50
0.00
000
Weir Type
= I
Broad
-
-
Length (ft)
= 50.00
1.00
0.00
0.00
Multi -Stage
= Yes
No
No
No
Slope (%)
= 0.50
0.10
0.00
n/a
N -Value
= 013
013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfll.(In"
= 0.000 (by
Wet area)
Mullu-Stage
= n/a
Yes
No
No
TW Elev. (ft)
= 0.00
Note Cutwvn/Wice oub" lows am analyzed w ft inlet (w) aW outlet (oc) control Weir rwn dwdwd for wf= corMan (c) aM Wxnergence (9)
Stage I
Storage I Discharge Table
Stage
Storage
Elevation CIV A
Chr 6 Chr C
PrfRsr WrA
WrB WrC
Wr 0 Exfil User Total
ft
cuft
ft cis
cfe cis
C116 Cis
cfe cfs
cfs cfs Cis cis
0.00
0
407.50 0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
0.50
20,317
408.00 32.08 ic:
0.00 ic -
- 0.00
0.00 -
- - - 0.005
2.50
109,777
41000 39.70 ic
0.00 ic -
- 39.69s
0.00 -
- - - 39.69
3.50
157,547
41100 42.73 ic:
0.00 ic -
- 4269s
130.00 -
- - - 172.69

. 14vdmnranh Rannrt
3
Hydraflow Hydrographs Extension for AutoCADV Civil 3DO 2012 by Autodesk, Inc. v9
Friday, 09 / 20 / 2013
Hyd. No. 2
WETPOND
Hydrograph type
= Reservoir
Peak discharge
= 20.39 cfs
Storm frequency
= 2 yrs
Time to peak
= 724 min
Time interval
= 2 min
Hyd. volume
= 86,708 cuft
Inflow hyd. No.
= 1 - SCS INFLOW
Max. Elevation
= 409.41 ft
Reservoir name
= WETPOND
Max. Storage
= 83,023 cuft
Storage Indication method used.
0 (Cfs
70.00
60.00
50.00
40.00
30.00
20.00
10.00
WETPOND
Hyd. No. 2 — 2 Year
0 (Cfs)
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00 N - — - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
- Hyd No 2 - Hyd No I I I I I I I I Total storage used = 83,023 Cuft Time (min)

Hydrograph Report
4
Hydraflow Hydrographs Extension for AutoCADV Civil 3DO 2012 by Autodesk, Inc v9
Friday, 09 / 20 / 2013
Hyd. No. 2
WETPOND
Hydrograph type = Reservoir
Peak discharge
= 45.54 cfs
Storm frequency = 10 yrs
Time to peak
= 722 min
Time interval = 2 min
Hyd. volume
= 176,038 cuft
Inflow hyd. No. = 1 - SCS INFLOW
Max. Elevation
= 410.12 ft
Reservoir name = WET POND
Max. Storage
= 115,395 cuft
Storage Indication method used.
WETPOND
a (Cfs) Hyd. No. 2 – 10 Year
a (Cfs)
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0 120 240 360 480 600 720 840
960 1080 1200
1320 1440 1560
Time
(min)
— Hyd No. 2 — Hyd No. i I I I I I I
Total storage used = 115,395
CA

Hydrograph Report
5
Hydraflow Hydrographs Extension for AutoCADV Civil 3D@ 2012 by Autodesk, Inc. v9
Frday, 09 / 20 / 2013
Hyd. No. 2
WETPOND
Hydrograph type = Reservoir
Peak discharge
= 113.47 cfs
Storm frequency = 100 yrs
Time to peak
= 720 min
Time interval = 2 min
Hyd. volume
= 308,698 cuft
Inflow hyd. No. = 1 - SCS INFLOW
Max. Elevation
= 410.68 ft
Reservoir name = WETPOND
Max. Storage
= 141,864 cuft
Storage Indication method used
WETPOND
Q (Cfs) Hyd. No. 2 — 100 Year
a (Cfs)
180.00
180.00
160.00
160.00
140.00
140.00
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00 -
20.00
0.00
0.00
0 120 240 360 480 600 720 840
960 1080 1200
1320 1440 1560
- Hyd No. 2 - Hyd No. I I I I I I I I
Total storage used = 141,864cuft Time (min)

� Wvawh
HWEHR
Pmject name
ConW person
Phone mimber
Date
Drainage area number
Permit No
(to be pmvxw by OM)
VIA
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Tft form must be 6W old, printed and subm1W
no ReqwW flams Checklist (Part I/Q must be printed, Md oul mid submitted ab* wffi all of the requmd N'lormalion.
919VI14128
9/2W2013
rde
carn" Plaw
Ill. DESIGN INFORMATION
Sb characterwift
Drainage am
W9,840fe
Impervious area, post-developinent
518,364 f?
% irripervicius
85.00%
Design rainfall depth
1.0 in
Stimage Volume: Non -SA Waters
Minimum volume required
Volurne provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development I -yr, 24 -hr runoff
Post -development I jr, 24 -hr nmoff
Minimum volume required
Vdume provided
Peak Flow Calcubtlicons
is the prelpoist control of the I yr 24hr storm peak low mqWred?
11r, 244V rainfall depth
Rational C, pre4evelopment
Rational C, post-developrient
Rainfall Intensity: 1 -yr, 24 -hr storm
Pre4evelopment I -yr, 24 -hr peak low
Post -development I -yr, 24 -hr peak flow
PmPost I -yr, 24 -hr peak Dow control
Elevations
Temprary pool elevation
Permanent pool elevation
SHWr elevation (approx. at the peffn. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment deanout. top elevation (boft , of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is them additional volume stored above the state-mquired temp. pool?
EWrAw of the top of the additional volume
41,672 f?
44.730 11"
To
fe
f?
f?
f?
-(Y or N)
in
(unifiess)
(unitless)
whr
55.73 f?/sec
5.53 felm
:9-20—fP/sec
409.00 W
407.50 first
407.50 W
408.00 W
407.00 W
402.00 kd
401.00 ImsI
100 it
OK. volume provided is equal to or In a of volume required.
Data riot needed for calculation option #1, but OK d provided.
Data not needed for calagation option 91, but OK if provided
n (Y or N)
409.0 fins! OK
Form SW401 -Wet Detention Bw"ev.9418112 Parts I & 11 Design Summary. Page I of 2

111. DESIGN INFORMATION
Surtece Areas
Area, temporary pool 44,nC f?
Area REQUIRED, permanent pool 23,784 fe
SAIDA ratio 3.90 (unitless)
Area PROVIDED, permanterill pool, Awm_xd 38 . 565 1? OK
Area, bottom of 1011 vegetated shelf, Abt." 34.241 fe
Area, sediment cleanout, top elevation (bottorn of pond), Aw.,,w 20,974fe
Volumes
Volurne, ternporary pad 44.730 f? OK
Volurne, permanent pool, V,,_pw 128,579 f?
Volume, krebay (sum of lorebays If mom than one forebay) 26.316 f?
Forebay % of permanent pool volume 205%% OK
SAIDA Table Dola
Design TSS removal
Coasted SAIDA Table Used?
MountahPiedmord SAIDA Table Used?
SAIDA ratio
Average depth (used In SAIDA table):
Cadmilation option I used? (See Figure IM)
Volume, permanent pod, Vpm_pw
Area provided, permanent pool, A.. -,d
Average depth cala
Average depth used In SAIDA, d,, (Round to nearest 0.511)
Calculation option 2 wed? (See Figure 10-2b)
Area prwAded, permanent pool, A.,,w
Area, bottom of 10111 vegetated sheff, Ab.Lw
Area, sediment cleanout top elevation Wtom of pond), Aw_,,
`DW (distance bfw botton of 10ft shelf and top of sedimient)
Average depth calculated
Average depth used In SAIDA, d,, (Round to dDw to nearest 0 511)
Drawdown Calculations
DmW=n through orifice?
Diameter of orifice (If doW
Area of orifice (ff-rion-circular)
Coefficient of discharge (Co)
Driving head (H.)
Orawdown through weir?
Weirtype
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre-developrient I -yr, 24 -hr peak flow
Post -development I -yr, 24 -hr peak flow
Storage volume discharge rate (through discharge odfice or weir)
Storage volume drawdown time
Additional Infammillon
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width rabo
Length to WIM MIJD
Trash rack for overtow & orifice?
Freeboard provided
Vegetated fiter provided?
Recorded drainage easement provxled?
Capures all runalf at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
90%
n (Y or N)
If (Y or N)
3.90 (unifless)
y (Y or N)
128,579 fl?
38,565 fe
4.02 It OK
4.0 ft OK
n (Y or N)
38,565 f?
34,241 fe
20,974 fe
5.00 ft
ft
ft
y (Y or N)
0.50 In
In'
0.60 (undfless)
0.50 it
n _(YorN)
(unifiess)
(Wow)
ft
ft
55.73 f?isec
5.53 feleac
026 felsec
2.00 days
OK, draws down in 2-5 days.
Penrut No
(to be Wovdad by DWQ)
3 :1
OK
10 :1
OK
10.0 it
OK
3 :1
OK
2.0 :1
OK
y (Y or N)
OK
1.0 ft
OK
n (Y or N)
OK
If (Y or N)
OK
If (Y or N)
OK
gravity drain at bottom of rim
Form SW401 Met Detention Basin -Rev 9-4/18M Pens I & 11 Design Sununary, Page 2 of 2

Permit Number:
(to be provided by D WQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BW. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
El does M does not incorporate a vegetated filter at the outlet.
This system (check one):
El does AM does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the brash/ debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
FyWegeiltation is too short or too
Maintain vegetation at a height of
I
I
long.
approximately six inches.
Form SW401 -Wet Detention Basin O&M-Rev.4 Page I of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element -
Potential problem:
How I wiIl remediate the problem:
The inlet device- pipe or
swale
The pipe is clogged.
Unclog the pipe. Dispose of the
sediment off-site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting Or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: sods, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to -Search
for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause imphcts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phraginites; or other
invasive plants cover 50% of
the basin surface. I
Remove the plants by wiping them
with pesticide (do not spray).
I
Form SW401 -Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential probleac
How I will remediate the problem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present
consult a professional to remove
beavers.
A tee has shuted to grow on
Consult a dam safety specialist to
the embankment.
remove the bee.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1 1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
ffill in the blanks)
y Permanent Pool Elevation
Sediment Removal : Pe anen Pool
---------------- Volume Sediment Removal Elevation Volume
Bottom Elevatio ft Min - ----------------------------------------
Sediment Bottom Elevation
Storage Sedimer
Storage
FOREBAY MAIN POND
Form SW401 -Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by D WQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Projectname: 7/2/19' ZZYQ�)S A-7— CA;Oie—_MtO�V &JC6
BMP drainage area number:
Print name: D-� N DcwEIo?mtPj-r I LLC DAA)iGL L - 99-ouid
Date: �EPr. k-712-ot3
F
Note: The legally responsible party should not be a homeowners association unless more than 500/o of
the lots have been sold and a resident of the subdivision has been named the president.
-VrAc, I QW646 a Notary Public for the State of
Lj
County of jrVst3y-, do hereby certify that
A personally appeared before me this
day of Sepkmbe r X%77> and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witriess, my hand and official
seal,
SEAL
My commission expires MaM 4_6,Qbl8
Form SW401 -Wet Detention Basin O&M-Rev.4 Page 4 of 4

U.S. Fish and Wildlife Service
National Wetlands Inventory
This map Is for general reference only. The US Fish and Wildiffe, S—Im Is not
responsible for the accuracy or currentness of the base data shown on this map. All
wetlands related data should be used in accordance with the layer met.dat. found on
User Remarks: the Wetlands Mapper wel, site.
DLP Automotive,
LLC
Mar 19, 2013
Wetlands
Freshwater Emergent
Freshwater ForestedfShrub
Estuarine and marine Deepwater
Estuarine and marine
Freshwater Pond
Lake
Rivenne
Other
Riparian
Herbaceous
ForestecVShrub
Riparian Status
= Digital Data

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NC Department of Environment and Natural Resources
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Natural Heritage Program Map Viewer
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STATE OF NORTH CAROLINA FRM PANEL —ATOR DMORAM
Tfflmffiffiwm�
DATUM INFOR—ON
I Fl— I
LEGEND
.1 AlE 1- 11, 1-1
PANEL N51J
NOTES TO USERS
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
dft—p
=w—
E—=— TZ
1111rT141DATIE MAPNUMBER
. zt , a::.
1_1D
LEGEND
.1 AlE 1- 11, 1-1
PANEL N51J
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
1111rT141DATIE MAPNUMBER
SEPTEMBER 6, 2OD6 371096510DJ
1_1D

WE"

USACE AID# DWQ # Site#_ (indicate on att
ME STREAM QUALITY ASSESSMIENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: Vt-p Ni�o Mr. vim 2. Evaluator's name: 6!f.C-tPk-
3. Date of evaluation: 2 -al- 13 4. Time of evaluation: -3 0CS P"A
5. Name of stream: 0-T �o G-k-Aws River basin:- Ce'le Pex-r
7. Approximate drainage area: t St�c�r-olef Stream order: V*
9. Length of reach evaluated:. 10. County: L C -C-
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): V�J&l
Latitude (ex 34 872312): 31;-tfqq96 - Longitude (ex -77 556611): - 0 49, 1 3:� V0
Method location determined (circle): GPS Topo Sheet Ortho (Aerial) Photo/GIS <�Rl Other 6,ftki -e- U mc -fp
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
- �>t_lp NQV% 'U'C O'hevok, I-LrAf_-#11 "C
14. Proposed channel work (if any):
15. Recent weather conditions: 11`0A -JA 4S 1\15.
16. Site conditions at time of visit: 1JAA!J
0,4e)
17. Identify any special waterway classifications known� L_Section 10 Tidal Waters —Essential Fisheries Habitat
--Trout Waters —Outstanding Resource Waters Nutrient Sensitive Waters __Water Supply Watershed _(]-IV)
18. Is there a pond or lake located upstream of the evaluation point? (9 NO If yes, estimate the water surface area: V2> OX
19. Does channel appear on USGS quad map?(� NO 20. Does channel appear,on USDA Soil Survey? (9) NO
21. Estimated watershed land use: Residential 'i�*/o Commercial ZO�L% Industrial % Agricultural
Forested Ln�% Cleared / Logged — % Other ( 1
22. Bankfull width: 3 br 23. Bank height (from bed to top of bank): -
24. Channel slope down center of stream: A
_E_Flat (0 to 2%) _Gentle (2 to 4%) -Moderate (4 to 10%) _Steep (>I 0%)
25. Channel sinuosity: —Straight -2S-Occasional bends --Frequent meander —Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): Comments:
Evaluator's Signature -,�6�. Date 947- .12 1
This channel evaluation ford14r*fffn"d-ed-fo be -used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
lubu %, 1waLara ibuteb arc nut assc5scu in coasiai sueams.
- #
�Cfl ARACTERISTICS
ECOREGION POINT
RANGE
SCORZ
coastal
Piedmosit
Nfoul"in
I
Presence of flow I pmistent pools in stream
-
(no ftw or sawaton = 0; sumg flow = max points)
0-5
0-4
o -s
2
&idence of past human afteration
—
L(extegsive Ate �Wfqa - 0; 00 alwation - max Po
0-6
0-5
0-5
3
—
(no tymr = 9- iAup buffer - max Points)
0-6
0-4
4
of nuirient loir' chemical discharges
0-5
0-4
0-4
—
(,Wdence
V6 = 0; no dischantes - max points)
5
Groundwater discharge
(no d—J.%-k0!2 $WiM, wW, wetlaqds� gtc. - max points)
:k.
0-3
0-4
0-4
3
6
- -
Prvbrn" of adjacent floodplain
0-4
0-4
0-2
0o !��10 � fl: Wensive floodphun = max pokits)
Pytreachment I Boodplain Seem
-0. jLaMt flooding = max Poi I nts)
0-5
0-4
0-2
Premce of &412tw wetlands
W"Ws - 0i !�w 2&—cem wiglands - max
0-6
0-4
0-2
La?IEW�Ve ofianndbzt�n - Q; 4aWW mmdor = nw points)
0-5
0-4
0 -.� 3
to
(cxwwvc Onigan- 0, a* or no seditnew - max points)
0-5
0-4
0- 1 4
I I
Site & disvmky of dmnnd bed subs"Ite-
NA*
0-4
0-5
Nik
---
tiomogwow - 4; ITTg, divetse sins = am pWnts)
12
Evidence of dmnd incision or widening
: 0; stable bed & b4r& - w= vo�o)
0-5
0-4
0-51
t
13
Presence of V"* fallum
0-5
0-5
ilevew guision = 0; no eT!i1oj!2 sWe banlis; - _npx p2jntO
0-3
14
1 Root depth and density on banks
0-4
0-5
(no yisible ww$ - 0, &nse lums throwhout � max yLif!!�J
15
Impact by nVicalture, iilvestoi:14 or timber pomWetion
substantial i" =Oi no eviftce = man Mats)
�0-5
0-4
0 - 5
16
rMence of Ime--pooltripple-pool complexes
F-
(no!iT
0-3
—
- 0-5
0-6
17
Rabitat complexity
0we orno habitat tlahj��� p4qjs
0-6
0-6
0-6
calm" coverAge over streambw
Wo " xweyau�on = 0: coft6intmis C-Mwpy = =x gq4*)
5
0-5
0-5.
19
Substrate embeddeduess
NA*
0-4
0-4
(Awsy "g—M440 - 0; loose skom" - nam
20
Presence of"ream invertebrates (we page 4)
0-4
0-5
0-3
>0
(no' OV�AqOe 0; COOMM. UUMMUS fyMS wax gR!!!§)
21
0-4
0-4
0-4
299mm p4p)
22
. Presence offish
0 Upes
0-4
—
0-'4
0-4';
0
emyw% QtTgo#� Tg� pwnw
-
Evidence of *!IdM% use
W opq - t #mWM eviftce - max points)
0-6
.0-5
0-5
Totall Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
lubu %, 1waLara ibuteb arc nut assc5scu in coasiai sueams.

September 10, 2013
Daniel Brown
D&N Development, LLC
2116 Rolling Rock Rd.
Wake Forest, NC 27587
Project: The Shops at Cameron Place
Expiration of Acceptance: March 10, 2014
County: Lee
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please
note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation
for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be
approved. You must also comply with all other state, federal or local movernment permits, regulations or authorizations associated
with the proposed activi1y including SL 2009-337: An Act to Promote the Use of Compensato1y Mitiggtion Banks as amended by
S.L. 2011-343.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certifleation/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In -
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation
are summarized in the following table. The amount of mitigation required and assigned to NCEEP for this impact is determined by
Dermittinp- ap-encies and mav exceed the imnact amounts shown below -
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed
in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 20 10.
Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at
[phone].
Sincerely,
Jamtestanfill�'
Asset Management Supervisor
cc: Karen Higgins, NCDWR Wetlands/401 Unit
Tyler Crumbley, USACE-Raleigh
Cherri Smith, NCDWR-Raleigh
Bob Zarzecki, agent
File kv:�;WA
... JEK444"... 'Pro", Ow Jl�a& A=*A
Rabring RMM
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-707-8976 / www.nceep.net
River
CU
Strewn (feet)
Wetlands (acres)
Buffer I
Buffer 11
Basin
Location
(Sq. Ft.)
(Sq. Ft.)
ECold
Cool
Warm
Riparian
Non2-Ri arian
oastal Marsh
[��J
Cape Fear
03030004
0
0
299
Up to
0
1
0
0
0
11
0.50
1
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed
in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 20 10.
Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at
[phone].
Sincerely,
Jamtestanfill�'
Asset Management Supervisor
cc: Karen Higgins, NCDWR Wetlands/401 Unit
Tyler Crumbley, USACE-Raleigh
Cherri Smith, NCDWR-Raleigh
Bob Zarzecki, agent
File kv:�;WA
... JEK444"... 'Pro", Ow Jl�a& A=*A
Rabring RMM
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-707-8976 / www.nceep.net

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action I.D.: 2004-20283 County: Lee U.S.G.S. Quad: NC -Sanford
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Lorraine P. Lasleft Authorized Agent: Bob Zarzeck4 Soil & Environmental Consultants. PA
Address: 11010 Raven Ridge Rd, Raleigh, NC 27614
Telephone No.: 919-846-5900
Property description:
Size (acres): 21.79 acres
Nearest Town: Sanford
Nearest Waterway: Gasters Creek River Basin: Upper Cape Fear River Basin
Coordinates: 35.4491906 N, -79.13783026 W Hydrologic Unit Code: 03030004
Location Description: Property is located off South Homer Blvd (NC 421/87) on a recently logged lot adjacent to multiple
industrial/commercial developments in Sanford, Lee County, NC.
Indicate Which of the Followinst Apply:
A. Preliminary Determination
Based on preliminary information, there may be Waters of the U.S. and Isolated wetlands on the above described property.
We strongly suggest you have this property inspected to deterniine the extent of Department of the Army (DA)
jurisdiction. To be considered final, ajurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal -Process ( Reference 33
CFR Part 33 1). ). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
2L There are Waters of the U.S. and Isolated wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
- We strongly suggest you have the Waters of the U.S. and Isolated wetlands on your property delineated. Due to the size
of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely
manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must
be verified by the Corps.
- The Waters of the U.S. and Isolated wetlands on your property have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
2L The Waters of the U.S. and Isolated wetlands have been delineated and surveyed and are accurately depicted on the
plat signed by the Corps Regulatory Official identified below on 03 October, 2013. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Action Id.: 2004-20283
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Tyler Crumbley at 919-846-2564.
C. Basis For Determination
The site contains wetlands as determined by the 1987 Corps ofEngineers Wetland Delineation Manual and the Interim
Regional Supplement to the Corps ofEngineers Wetlands Delineation Manual. Atlantic and Guy' Coastal Plain Region. These
wetlands are abutting stream channels located on the property that exhibit indicators of ordinary high water marks. The stream
channel on the property is an unnamed tributary to Gasters Creek which flows into the Little River, which flows into the Upper
Cape Fear River Basin River.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (Fhis information applies only to approved jurisdictional determinations as indicated in
B. above)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved
jurisdictional determination, you can make an administrative appeal under 33 CFR 33 1. Enclosed you will find a request for
appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following
address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by _.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence."
Corps Regulatory Official: Tyler Crumblgy
Issue Date: 03 October, 2013 Expiration Date: 03 October, 2018

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Lorraine P. Lasiett
File Number: 2004-20283
Date: 03 October,
2013
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
X APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at
http://www.usace.army.mil/CECW/Pages/reg_ypteri#ls.aspx or Corps regulations at 33 CFR Part 33 1.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
* ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
* OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
* ACCEPT: If you received a Standard Permit, you may sip the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
* APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section H of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
* ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
* APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for finther consideration by the Corps to reevaluate the JD.
SECTION H - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and r the appeal
If you only have questions regarding the appeal process you may
process you may contact:
also contact:
Tyler Cnaribley, Project Manager
Mr. Jason Steele, Administrative Appeal Review Officer
USACE, Regulatory Division
CESAD-PDO
11405 Falls of Neuse Road
U.S. Army Corps of Engineers, South Atlantic Division
Wake Forest, NC 27587
60 Forsyth Street, Room 10M15
919-846-2564828-271-7980
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
I
Signature of appellant or agent.
I
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Tyler Crumbley, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): 30 August,
2013
B. DISTRICT OFFICE, FILE NAME, AND NUMBER. CESAW-RG; DLP Automotive; SAW 2004-20283
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Property is located off South Homer Blvd (NC
421/87) on a recently logged lot adjacent to multiple industrial/commercial developments.
State: NC County/parish/borough: Lee City: Sanford
Center coordinates of site (lat/long in degree decimal format): Latitude & Longitude in Decimal Degrees: 35.4491906 N, -
79.13783026 W
Universal Transverse Mercator
Name of nearest waterbody: Gasters Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Cape Fear River
Name of watershed or Hydrologic Unit Code (HUC): owatershed))
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc ... ) are associated with this action and are recorded
on a different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
El Office (Desk) Determination. Date:
Field Determination. Date(s): 20 March, 2013
SECTION 11: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There "naWgable waters ofthe US." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR
part 329) in the review area. [Required]
Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign
commerce. Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Ki� "waters ofthe US." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area [Required]
Waters of the U.S.
a. Indicate presence of waters of U.S. In review area (check all that apply):
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent watcrS2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPW`s that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNW`s
Impoundments ofjurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) sin of waten of the U.S. In the review area:
Non -wetland waters: 600 linear feet: 2 width (ft) and/or acres.
Wetlands: 3.43 acres.
I Boxes checked below shall be supported by completing the approlmate sections in Section III below.
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least
"seasonally" (c g, typically 3 months)

c. Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
2. Non-regulated waterstwedands (check If applicable): 3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not
jurisdictional. Explain: Wetlands are Isolated. Pond was dug In high ground and has backed up sediment
from stormwater / overland flow and established an area that exhibits hydrology, vegetation and soll
Indicators, but maintains no surface or shallow groundwater connection to an RPW or other jurisdictional
wetland. Welland Is not considered adjacent to any waters of the U.S., and has no ecological connection to
WOUS.
SECMON III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource Is a TNW,
complete Section HLA.1 and Section HLD.1. only; If the aquatic resource Is a wetland adjacent to a TNW, complete
Sections III.A.1 and 2 and Section HI.D.l.; otherwise, see Section IH.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Welland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (117HAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and Its adjacent wetlands, If any, and
It helps determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are "relatively
permanent waters" (RPWs), Le. tributaries that typically flow year-round or have continuous flow at least seasonally
(e.g., typically 3 months). A wedand that directly abuts an RPW Is also jurisdictional. If the aquatic resource Is not a
TNW, but has year-round (perennial) flow, skip to Section III.D.2. If the aquatic resource Is a wetland directly
abutting a tributary with perennial flow, sidp to Section III.D.4.
A wedand that Is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps
districts and EPA regions will Include In the record any available Information that documents the existence of a
significant nexus between a relatively permanent tributary that Is not perennial (and Its adjacent wetlands if any)
and a traditional navigable water, even though a significant nexus finding Is not required as a matter of law.
If the waterbod Y4 Is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to
determine if the waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the
significant nexus evaluation must consider the tributary In combination with all of Its adjacent wetlands. This
significant nexus evaluation that combines, for analytical purposes, the tributary and all of Its adjacent wetlands Is
used whether the review area Identified In the JD request Is the tributary, or Its adjacent wetlands, or both. If the JD
coven a tributary with adjacent wetlands, complete Section III.B.1 for the tributary, Section III.B.2 for any onsite
wetlands, and Section IILB3 for all wetlands adjacent to that tributary, both onsite and offilte. The determination
whether a significant nexus exists Is determined In Section HLC below.
1. Characteristics of non-TNWs that How directly or Indirectly Into TNW
(1) General Area Conditions:
Watershed size: 0. 1 *q�uaremflej
Drainage area: 0. 12 1 square miles
Average annual rainfall: 47.6 inches
3 Supporting documentation is presented in Section HI.F.
4 Note that the Instructional Guidebook contains additional information regardmg swales, ditches, washes, and erosional features generally and m
the and West

Average annual snowfall: 0.5 inches
(11) Physical Characteiistics:
(a) Relationship with TNW:
El Tributary flows directly into TNW.
0 Tributary flows through I tributaries before entering TNW.
Project wat
Lis niver miles from TNW.
Project wa= :Z
[ck
(or les 9 fiver miles from RPW.
Project waters are
al
0 (or more aen (straight) miles from TNW.
0(7 W
Project waters are
or less aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: N/A.
Identify flow route to TNW5 : The strewn channel on the property is an unnamed tributary to Gasters
Creek which flows into the Little River, which Flows in the Upper Cape Fear River Basin River.
Tributary stream order, if known: 1.
(b) General Tributary Characteristics (check all that aggly):
Tributary is: Natural
Artificial (man-made). Explain:
0 Manipulated (man -altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: 3 feet
Average depth: 2 feet
Average side slopes: Yertical (1: 1 orEesis
Pri=8tributary substrate coTposition (check all that apply):
silts D9 Sands Concrete
Cobbles Gravel Muck
Bedrock Vegetation. Typell/o cover:
El Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Somewhat stable with
vegetated banks and low velocities and low shear stress capabilities.
Presence of run/riffle/pool complexes. Explain: moderately defined complexes. low velocity system, so low
erosional forces..
Tributary geometry:
Tributary gradient (approximate average slope): 4 %
(c) fim
Tributary provides for
Estimate average number of flow events in review area/year:
Describe flow regime: low flow, low velocity flows due to small watershed, but sandy soils allow it to
drain relatively fast. baseflow appears to be seasonal .
Other information on duration and volume:
Surface flow is: hn:4 Characteristics: OHWM present and dominant.
Subsurface flow: N�J. Explain findings: Sections of stream exhibit iron oxidizing bacteria, which is
indicative of groundwater flow through an iron rich sub soil.
El Dye (or other) test performed:
Tributary has (check all that apply):
Bed and banks
OHWM6 (check all indicators that apply):
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into
TNW.
6 A natural or man-made discontinuity in the OHWM does not necessarily severjunsdiction (e.g., where the stream temporarily flows
underground, or where the OHWM has been rmoved by development or agricultural practices). Where there is a break in the OHWM that is

clear, natural line impressed on the bank El the presence of litter and debris
changes in the character of soil 0 destruction of terrestrial vegetation
0 shelving 0 the presence of wrack line
vegetation matted down, bent, or absent 0 sediment sorting
leaf litter disturbed or washed away E3 scour
sediment deposition [:1 multiple observed 09 redicted flow events
water staining abrupt change in
plant community
[3 other (list):
El Discontinuous OHWM. 7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA j urisdiction (check all that
apply):
High Tide Line indicated by. Mean High Water Mark indicated by:
E3 oil or scum line along shore objects [I survey to available datum;
El fine shell or debris deposits (foreshore) El physical markings;
[3 physical markings/characteristics vegetation lines/changes in vegetation types.
[3 tidal gauges
[3 other (list):
(111) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed
characteristics, etc.). Explain: Water color is clear.
Identify specific pollutants, if known:
(Iv) Biological Characteristics. Channel supports (check all that apply):
[3 Riparian corridor. Characteristics (type, average width):
ED Wetland fringe. Characteristics: riparian wetlands directly abut the feature over its entirety on the
project site.
Habitat for
[3 Federally Listed species. Explain findings:
[I Fish/spawn areas. Explain findings:
El Other environmentally -sensitive species. Explain findings:
E3 Aquaticlwildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or Indirectly Into TNW
(1) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:3.43 acres
Wetland type. Explain: Palustrine.
Wetland quality. Explain: Area denuded of forested vegetation, in an impervious, industrialized
watershed with impacts from previous logging operations
Project wetlands cross or serve as state boundaries. Explain: No.
(b) General Flow Relationship with Non-TNW:
Flow is: kirbe . Explain: RPW is intermittent.
Surface flow is: 06—crmi�
Characteristics: several seeps exist that contribute to baseflow on RPW from wetland.
Subsurface flow: Mij. Explain firidings: Iron oxidizing bacteria present at confluence of wetland and RPW,
indicating a groundwater flow regime through subsoil.
El Dye (or other) test performed: No.
(c) Weiland Adiacency Determination with Non-TNW:
9 Directly abutting
unrelated to the waterbody's flow regime (e.g, flow over a rock outcrop or dirough a culvert), the agencies will look for indicators of flow above
and below the break.
7 Ibid.

El Not directly abutting
0 Discrete wetland hydrologic connection. Explain: Direct surface water connection to RPW.
El Ecological connection. Explain:
El Separated by berm/barrier. Explain:
(d) Proximi1y (Relationship) to TNW
Project wetlands are $44 river miles from TNW.
Project watersxm�-kaen I (straight) miles from TNW.
�a
Flow is from: rNedand to navigable wa
Estimate approximate location of wetland as within the floodplain.
(11) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface, water quality; general
watershed characteristics; etc.). Explain: water color is clear, but contains iron oxidizing bacteria at
confluence with RPW.
Identify specific pollutants, if known: N/A.
(110 Biological Characteristics. Wetland supports (check all that apply):
Riparian buffer. Characteristics (type, average width):75'.
Vegetation type(percent cover. Explain:Recently deforested area, but still maintains snags and
herbaceous/vines for thick vegetated buffer.
Habitat for
El Federally Listed species. Explain findings:
0 Fish/spawn areas. Explain findings:
[I Other environmentally -sensitive species. Explain findings:
El Aquatictwildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any"
All wetland(s) being considered in the cumulative analysis:
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (YM Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary Itself and the functions
performed by any wetlands adjacent to the tributary to determine If they significantly affect the chemical, physical,
and biological Integrity of a TNW. For each of the following situations, a significant nexus exists if the tributary, In
combination with all of its adjacent wedands, has more than a speculative or insubstantial effect on the chemical,
physical and/or biological Integrity of a TNW. Considerations when evaluating significant nexus Include, but are not
limited to the volume, duration, and frequency of the flow of water In the tributary and its proximity to a TNW, and
the funcdons performed by the tributary and all Its adjacent wetlands. It Is not appropriate to determine signifleant
nexus based solely on any specific threshold of distance (eg. between a tributary and Its adjacent wedand or between
a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplain Is not solely
determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as idendfied In the Rapanos
Guidance and discussed In the Instructional Guidebook. Factors to consider include, for example:
Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood
waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?

Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support finictions
for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and
organic carbon that support downstream foodwebs?
Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical,
chemical, or biological integrity of the TNW?
Note: the above list of considerations Is not inclusive and other functions observed or known to occur should be
documented below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or Indir-ectly Into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary itself, then go to
Section III.D:
2. Significant nexus findings for non-RPW and Its adjacent wetlands, where the non-RPW flows directly or
Indirectly Into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in
combination with all of its adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain
findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
D. DETERMNATIONS OF JURISDICMONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK
ALL THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (11), Or, acres.
Wetlands adjacent to TNWs: acres.
RPWs that flow directly or Indirectly Into TNWs.
JJ Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale
M indicating that tributary is perennial:
LnJ Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year)
are jurisdictional. Data supporting this conclusion is provided at Section Ill.B. Provide rationale indicating that
tributary flows seasonally: Feature shows on USGS 1:20000 topographic map. Feature scored 26 points
on NC DWQ surface water identification methodology (Stream Identification Form version 4.11.
Feature also exhibits characteristics of OHWMs and maintains those throughout the entire reach.
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 600 linear feet 2 width (11).
Other non -wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWs8 that flow directly or Indirectly Into TNWs.
JJ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant
nexus with a TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (11).
Other non -wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or Indirectly Into TNW8.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section IB.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:.
8 See Foomote # 3.

Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that
tributary is seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that
wetland is directly abutting an RPW: wetlands drain directly to feature and parallel the feature along its entire
length. No high -ground (non -hydric) soil exists between top of feature bank and upland edge of abutting
wetlands..
Provide acreage estimates for jurisdictional wetlands in the review area: 3A3 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly Into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they
are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW arejurisidictional.
Data supporting this conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or Indirectly Into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are
adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional.
Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters. 9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1 -6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA -STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,
INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY): 10
which are or could be used by interstate or foreign travelers for recreational or other purposes.
fioni which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of
Engineers Welland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based
solely on the "Migratory Bird Rule" (MBR).
9 To complete the analysis refer to the key in Section III.D.6 of the instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and
EPA HQ for review consistent with the process described in the Corps/EPA Memorandwn Regivdfng CWA Ad Jurisdicdon Fo9owing
Rapano&

Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain: No
hydrologic connection to other waters of the U.S. were observed and flow paths from USGS stream stats
substantiated that ea1L
Other (explain, if not covered above):
Provide acreage estimates for non -jurisdictional waters in the review area, where the sole potential basis ofjurisdiction is the
MBR factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using
est professional judgment (check all that apply):
Non -wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
Other non -wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non -jurisdictional waters in the review area that do not meet the "Significant Nexue'standard,
where such a finding is required forjurisdiction (check all that apply):
Non -wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non -wetland waters: acres. List type of aquatic resource:
Wetlands: 0.29 acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and,
where checked and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Delineation Map attached.
Data sheds prepared/submitted by or on behalf of the applicant/consultant.
0 Office concurs with data sheets/delineation report.
0 Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps%
Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
[__1 USGS NHD data.
El USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name: NC -Sanford
USDA Natural Resources Conservation Service Soil Survey. Citation: USDA Web Soil Survey.
National wetlands inventory map(s). Cite name.
State/Local wetiand inventory map(s):
FEMA/FIRM maps:
I 00 -year Flooqplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: LJ Aerial (Name & Date):
or El Other (Name & Date):
Previous determination(s). File no. and date of response letter.
Applicabletsupporting case law:
Applicabletsupporting scientific literature:
Other information (please specify): drainage area calculations and map of flow paths from NC Stream Stats
-downloaded from the USGS. StreamStats, NC website.
B. ADDITIONAL COMMIENTS TO SUPPORT JD:

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Point
Northing
Easting
Desuipflon
Point
Northing
Easflng
DescApgon
3002
618446
1959448
WL01
3083
617791
1958391
WL136
3003
618449
1959415
WL02
3084
617766
1958410
WL135
3004
618441
1959401
WL03
3085
617805
1958436
WL133
3005
618439
1959386
WL04
3086
617787
1958457
WL134
3006
618428
1959353
WL05
3087
617849
1958462
WL132
3007
618427
1959340
WL06
3088
618499
1959487
WL30
3008
618413
1959298
WL07
3089
618480
1959461
WL29
3009
618423
1959259
WL08
3090
618483
1959424
WL28
3010
618417
1959245
WL09
3091
618469
1959421
WL27
3011
618426
1959236
WOO
3092
618465
1959400
WL26
3012
618425
1959221
WLI 1
3093
618477
1959390
WL25
3013
618436
1959213
WL12
3094
618478
1959371
WL24
3014
618447
1959212
WL13
3095
618489
1959345
WL23
3015
618473
1959230
WL14
3096
618463
1959326
WL22
3016
618494
1959232
WL15
3097
618465
1959314
WL21
3017
618501
1959237
WL16
3098
618477
1959290
WL20
3018
618505
1959242
WL17
3099
618480
1959264
WL19
3019
618444
1959187
WL73-31
3100
618490
1959258
WL18
3020
618440
1959170
WL74
3101
618450
1959200
WL31
3021
618436
1959105
WL76
3102
618470
1959210
WL32
3022
618409
1959089
WL77
3103
618497
1959182
WL33
3023
618410
1959078
WL78
3104
618507
1959175
WL34
3024
618419
1959041
WL79
3105
618498
1959162
WL35
3025
618421
1959026
WL80
3106
618505
1959153
WL36
3026
618423
1959004
WL81
3107
618499
1959125
WL37
3027
618428
1958980
WL82
3108
618481
1959115
WL38
3028
618417
1958964
WL83
3109
618453
1959118
WL39
3029
618410
1958954
WL84'
3110
618439
1959090
WL40
3030
618408
1958909
WL85
3111
618436
1959040
WL41
3031
618414
1958870
WL86
3112
618432
1959017
WL42
3032
618402
1958829
WL87
3113
618445
1959026
WL43
3033
618371
1958812
WL89
3114
618462
1959034
WL44
3034
618403
1958805
WL88
3115
618470
1959019
WL45
3035
618349
1958783
WL90
3116
618497
1959014
WL46
3036
618350
1958768
WL91
3117
618508
1958989
WL47
3037
618308
1958756
WL92
3118
618510
1958973
WL48
3038
618301
1958734
WL93
3119
618516
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31
k IL & ENVIRONMENTAL CONSULTANTS, PA
NC Division ISIEPWater Resources
T
Tran # Invoice Type Date Reference
29995 10142013b Invoice 10/14/13App Fee: Shops @ Cameron Plac
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NC 27614
4919) 846-5900 FAX: [phone]
Exactly Five hundred seventy and no / 100 Dollars
PAY
TOTHE NC Division of Water Resources
ORDER
OF Water Quality Section
Date: 10/14/2013
Balance
$570.00
24993
! CAPITAL BANK 24993
91r) 1
12217 CAPITAL BLVD. NUMBER
WAKE FOREST, NC 27687
63-11761670
DATE AMOUNT
10/14/2013 $570.00
1612 Mail Service Center
Raleigh NC 27699-1612
Ire,
L
1: IM I.I.I.B.4 L', —I -W - f If W-5, 1:11
11@024993119 1:0670117601:0802&0102211'
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of water Resources
Date: 10/14/2013
Tran I Invoice Type Date Reference Balance
29995 10142013b Invoice 10/14/13 App Fee: Shops @ Cameron Pla, $570.00
24993
Check Number:
24993
Check Number:
24993
Check Amt:
$570.00
Discount
Pay Amount
$0.00
$570.00
24993
! CAPITAL BANK 24993
91r) 1
12217 CAPITAL BLVD. NUMBER
WAKE FOREST, NC 27687
63-11761670
DATE AMOUNT
10/14/2013 $570.00
1612 Mail Service Center
Raleigh NC 27699-1612
Ire,
L
1: IM I.I.I.B.4 L', —I -W - f If W-5, 1:11
11@024993119 1:0670117601:0802&0102211'
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of water Resources
Date: 10/14/2013
Tran I Invoice Type Date Reference Balance
29995 10142013b Invoice 10/14/13 App Fee: Shops @ Cameron Pla, $570.00
24993
Check Number:
24993
Check Amt:
$570.00
Discount
Pay Amount
$0.00
$570.00
SF4001-1 TO REORDER, CALL YOUR LOCAL SAFEGUARD DISTRIBUTOR AT BDG -438-5507 JwYG0001*w GMFDIIM
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1. AREA COMPUTED BY COORDINATE CALCULATIONS,
2. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
DISTANCES, UNLESS NOTED OTHERWISE
J. SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A
TITLE SEARCH AND 1S BASED ON REFERENCED
INFORMATION. THERE MAY EXIST OTHER DOCUMENTS
WHICH COULD AFFECT THIS PROPERTY.
4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE
NOT EXAMINED OR CONSIDERED DURING THIS SURVEY.
ALL BUILDINGS, SURFACE AND SUBSURFACE
IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE
NOT .NECESSARILY SHOWN HEREON. NO STATEMENT IS
MADE CONCERNING THE EXISTENCE OF UNDERGROUND
CONTAIIVERS WHICH MAY AFFECT THE USE OF THIS
TRACT.
5. THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN
ARE BASED ON VISIBLE EVIDENCE AND DRAWINGS
PROVIDED TO THE SURVEYOR. LOCATION OF
UNDERGROUND UTILITIES AND STRUCTURES MAY VARY
FROM LOCATIONS SHOWN HEREON, AND ADDITIONAL
BURIED UTILITIES MAY EXIST. CONTACT THE
APPROPRIATE UTILITY COMPANIES FOR INFORMATION
REGARDING BURIED UTILITIES.
6. EXCEPT AS SPECIFICALLY STATED OR SHOWN, THIS
SURVEY DOES NOT REPORT ANY OF THE FOLLOWING:
EASEMENTS, OTHER THAN THOSE VISIBLE DURING FIELD
EXAMINATION, BUILDING SETBACKS, RESTRICTIVE
COVENANTS, ZONING OR LAND USE REGULATIONS AND
ANY FACTS WHICH A TITLE SEARCH MAY DISCLOSE.
7 PROPERTY SHOWN DOES NOT LIE WITHIN A SPECIAL
FLOOD HAZARD AREA PER FIRM 3710955700✓ WHICH
HAS AN EFFECTIVE DATE OF SEPTEMBER 6, 2006.
8. WETLANDS SHOWN WERE DELINEATED BY S&EC.
REFERENCES:
PLAT CABINET 2 PAGE 519
PLAT CABINET 7 PAGE 4D
PLAT CABINET 9 PAGE 59E
PLAT CABINET 10 PAGE 46H
DEEDS AS SHOWN
PARCEL INFO
OLD PARCEL 1
OWNER,: DLP AUTOMOTIVE, LLC
ADDRESS: 3010 S HORNER BLVD
PIN: 9651 -98 -4879
DEED: BOOK 931, PAGE 341
ZONING: C -2
OLD PARCEL 2
OWNER: DLP AUTOMOTIVE, LLC
ADDRESS: 3010 S HORNER BLVD
PIN: 9651 -88 -8471
DEEDt BOOK 931, PAGE 344
ZONING: 01
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N/F N/F EXISTING DB 1283 PG 964 k
RICARDO A PINEDA & JUNE H FLEMMING TRACTOR I ZONED = C -2 I 1 +
HILDA N PEREZ NJF PIN # 9651 -88 -5574 SUPPLY - _ r , - , "�
fO BUILDING P '
PIN # 9651 -88 -3388 DORIS M HOLDER DB 739 PG 03
DB 994 PG 211 (LIFE ESTATE) PC 2 PG 519 Q !
PC 2 PG 519 PIN # 9651 -88 -5149 ZONED = R -12
ZONED = R -12 N/F DB 739 PG 01
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NOTES: I
1, AREA COMPUTED BY COORDINdTE CALCULATIONS.
2. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
DISTANCES, UNLESS NOTED 07- HERWISE.
J. SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A
TITLE SEARCH AND IS BASED ON REFERENCED
INFORMATION, THERE MAY EXIS T OTHER DOCUMENTS
WHICH COULD AFFECT THIS PROPERTY.
4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE
NOT EXAMINED OR CONS /DEREL DURING THIS SURVEY.
ALL BUILDINGS, SURFACE AND : SUBSURFACE
IMPROVEMENTS 0/V AND: AD✓AC�WT TO THE SITE ARE
NOT NECESSARILY SHOWN HEREON. NO STATEMENT IS
MADE CONCERNING THE: EXISTENCE OF UNDERGROUND
CONTAINERS WHICH MAY AFFEd)T THE USE OF THIS
TRACT.
5. THE LOCATION of UNDERGROUND UTILITIES AS SHOWN
ARE BASED ON VISIBLE EVIDENCE AND DRAWINGS
PROVIDED TO-THE SURVEYOR. ILOCATION OF
UNDERGROUND UTILITIES AND STRUCTURES MAY VARY
FROM LOCATIONS SHOWN HEREON, AND ADD17 AL
BURIED UTILITIES MAY EXIST. ONTACT THE
APPROPRIATE UTILITY COMPANIES FOR INFORMATION
REGARDING BURIED UTILITIES
6, EXCEPT AS SPECIFICALLY STATED OR SHOWN, THIS
SURVEY DOES NOT REPORT ANY OF THE FOLLOWING:
EASEMENTS, OTHER THAN THOSE VISIBLE DURING FIELD
EXAMINATION, BUILDING SETSAG£,KS, RESTRICTIVE
COVENANTS, ZONING OR LAND I USE REGULATIONS AND
ANY FACTS WHICH A TITLE SEARCH MAY DISCLOSE.
7 PROPERTY SHOWN DOES NOT LIE WITHIN A SPECIAL
FLOOD HAZARD AREA PER FIR& 37 10965 1 00✓ WHICH
HAS AN EFFECTIVE DATE OF StPTEMBER 6, 2006,
6. WETLANDS SHOWN WERE DELINEATED BY S&EC.
REFERENCES:
PLAT CABINET 2 PAGE 519
PLAT CABINET 7 PAGE 4D
PLAT CABINET 9 PAGE 59E
PLAT CABINET 10 PAGE 46H
DEEDS AS SHOWN
_INFO
OLD PARCEL 1
OWNER: DLP AUTOMOTIVE, LLC
ADDRESS: 3010 S HORNER BLVDI
PIN: 9651 -98 =4879
DEED: BOOK 931, PAGE 341
ZONING: C -2
OLD PARCEL 2
OWNER: DLP AUTOMOTIVE, LLC
ADDRESS: 3010 S HORNER BLVD -
PIN: 9651 -88 -8471
DEED: BOOK 931, PAGE 344
ZONING: Of
John A. Edwards, Jr, PLS, cerr`ify that this project was cimp /eted and
my direct and responsible chor�)e from an actual survey r,ade under m
supervision; that this survey wo� performed to meet the rwquirements f
an L1G/G1S survey [21 NCAC 54. 16081 to the accuracy of Class C;
method used to evaluate the accuracy was least squares adjustment; t
following method of measureme�lt was Utilized: global navizyaticn satellite
systems and electronic total station; date(s) of survey Apnl 8-11, 201
datum used for survey, NAO 8_. (CORS96); and all coordina tes are base
on NAD83 (COR596).
/ also certify that this map wos I drawn under my supervisior, from an act
survey mode under my supervision (deed description recordeC' in Book 931
pages 341,344); that the boundaries not surveyed are indicai`ed as drawn
from information found in Books; & Deeds as shown and list�d; that the
ratio of precision as calculated i6 1: 41,700+,- that this mad- meets the
requirements of The Standards os Practice for Land Surveying in North
Carolina (21 NCAC 56.1 O). Thl'� 14th day of August, 2013.
AR
Professio at and Surveyor L-2776 SS/
SEAL
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PIN # 9651 -98 -5495
DB 1149 PG 745
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i
AREA CALCULATIONS OF WETLAND IMPACT
AREA 1 797 SQ FT (0.018 AC) PREDEVELOPMENT CALCULATIONS
AREA 2 5,405 SQ FT (0.124 AC) TOTAL WETLANDS '49,224 SQ FT (3.425 AC)
AREA 3 5,565 SQ FT (0.127 AC) TOTAL PERENNIAL STREAMS 1,239 FT
AREA 4 9,556 SQ FT (0.219 AC)
I
POST- DEVELOPMENT
TOTAL WETLANDS IMPACT AREA 21,323 SQ FT (0.488 AC) TOTAL WETLANDS 127,901 SQ FT (2.839 AC)
TOTAL PERENNIAL STREAMS 940 FT
TOTAL STREAM IMPACT 299 L.F.
IMPACTS ARE BEING PERMITTED BY DWQ & COE
BY SOIL & ENVIRONMENTAL CONSULTANTS

m
SITE DATA
4" ALUMINUM CAP
PROJEr"T. THE SHOPS AT CAMERON PLACE TOWN OF SANFORD PARKING REQUfREMEN7S, I NP
FENCE 71-1/2" TYP
OWNED: D&N DEVELOPMENT, LLC SHOPPING CENTERS: /2-1/2"x2-1/2" POST
6" r ... .....
1 SPACE PER 300 SF OF GROSS FLOOR AREA (113,000 SF)
FACE OF WALL STRINGER (TYP)
OWNEF CONTACT MACGREGOR SQUARE, LLC
377
DANIEL L. BROWN TOTAL REQUIRED PARKING:
U11
2116 ROLLING ROCK ROAD
WAKE FOREST, NC 27587 TOTAL PARKING PROVIDED: 441
Cj 01 z
7 0
919-523-9237 ACCESSIBLE (HANDICAP) PARKING :REQUIRED: 9 6"
OANIEL.BROWNAD\[e-mail] 20
ACCESSIBLE (HANDICAP) PARKING PROVIDED:
FACE OF WALL LU r >
w
7
ENGIRT EER. JOHN A. EDWARDS & COMPANY
V IX
col , SQ.
12" UJ' PICKET
ENGIti-EER CONTACT: JOHNNY EDWARDS
><I
333 WADE AVENUE Uj
RALEIGH, NC 27605
919-828-4428
JOHNNYOJAECO.COM It- 11
FENCE AT CORNER
6"
PROJECT ADDRESS: TBD PLAN VIEW H ko
TYP
TOP �,JF LU
9651-88-8471-00 _itN__ .1 .1 .1 .1 .1
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ALUMINUM ORNAMENTAL FENCE. INSTALL
ZII C-2 PER MANUFACTURERS
REFEFE N C E: DB 931, PC 344 FENCE SHALL BE INDUSTRIAL STRENGTH
RECOMMENDATIONS. COLOR: BLACK. i WATER 1
VACANT MASTIC SLEFV
VT-
EXIS71PROP USE.
FLOOD' ZONE. NO FEMA FLOOD HAZARDS AREAS PER FIRM
PANEL #3710965100J DATED 9-6-2006 EXISTING
TRACTOR 3/8" HEX BOLT ASSEMBLY
TOTA.- TRACT AREA: 23.25 ACRES SUPPLY Ly
W/ FLAT WASHER ON ELEVATION
VICINITY MAP BUILDING BOLT SIDE/LOCK
(NOT TO SCALE) CAPE FEAR
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NOTES:
1. AREA COMPUTED BY COORDIN TE CALCULATIONS.
2. ALL DISTANCES SHOWN ARE ORIZONTAL GROUND
DISTANCES, UNLESS NOTED OTHERWISE
3. SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A
TITLE SEARCH AND IS BASED ON REFERENCED
INFORMATION, THERE MAY EXIST OTHER DOCUMENTS
WHICH F
C COULD AFFECT THIS PROPERTY
4. SUBSURFACE AND ENVIRONME , TAL CONDITIONS WERE-
NOT EXAMINED OR CONSIDERE' DURING THIS SURVEY.
ALL BUILDINGS, SURFACE AND SUBSURFACE
IMPROVEMENTS ON ANp AO✓A1E IT TO THE SITE ARE
NOT NECESSARILY SHOWN HE gEON. NO STATEMENT 1S
MADE CONCERNING THE EXIST4'NCE OF UNDERGROUND
CONTAINERS WHICH MAY AFFEIT THE USE OF THIS
TRACT.
5. THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN
ARE BASED ON VISIBLE EVIDENCE AND DRAWINGS
PROVIDED TO THE SURVEYOR. LOCATION OF
UNDERGROUND UTILITIES AND TRUCTURES MAY VARY
FROM LOCATIONS SHOWN HEREON, AND ADDITIONAL
BURIED UTILITIES MAY EXIST. CONTACT THE
APPROPRIATE UTILITY COMPAN/ S FOR INFORMATION
REGARDING BURIED UTILITIES,
6. EXCEPT AS SPECIFICALLY STATED OR SHOWN, THiS
SURVEY DOES NOT REPORT ANY OF THE FOLLOWING.-
EASEMENTS, OTHER THAN THOS VISIBLE DURING FIELD
EXAMINATION, BUILDING SETBAQKS, RESTRICTIVE
COVENANTS, ZONING OR LAND USE REGULATIONS AND
ANY FACTS WHICH A TITLES RCH MAY DISCLOSE.
7. PROPERTY SHOWN DOES NOT CIE WITHIN A SPECIAL
FLOOD HAZARD PER d AR A E ER 1 371096510011 WHICH
HAS AN EFFECTIVE DATE OF SEPTEMBER 6, 2006.
8. WETLANDS SHOWN WERE DELINEATED BY S &EC AT .
k
REFERENCES:
PLAT CABINET 2 PAGE 519
PLAT CABINET 7 PAGE 4D
PLAT CABINET 9 PAGE 59E
PLAT CABINET 10 PAGE 46H
DEEDS AS SHOWN
PARCEL INFO
OLD PARCEL 1
OWNER: DLP AUTOMOTIVE,
LLC
ADDRESS: 3010 S HORNER
BLVD
ON', 9651 -98 -4879
DEED: BOOK 931, PAGE
341
ZONING: C -2
OLD PARCEL 2
OWNER: DLP AUTOMOTIVE,
LLC
ADDRESS: 3010 S HORNER
BLVD
PIN: 9651 -88 -8471
DEED: BOOK 931, PAGE
344
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1, John A. Edwards, Jr, PLS, certl "y that this project was Ccvnpleted under
my direct and responsible charg from an actual survey made under my
supervision; that this survey, wo performed to meet the rex,uirements for
an LIG/GIS survey [21 NCAC 56.7608) to the accuracy of ((,'loss C;
method used to evaluate the cc uracy was least squares cdjustment; the
following method of measureme It was utilized.• global navig,. tion satellite
systems and electronic total sto.ion; date(s) of survey Apri° 8- 77, 2013,•
datum used for survey, NAD 83 (CORS96); and a# coordinctes are based
on NA083 (CORS96).
/ also certify that this mop was Jrawn under my supervision from on actual
survey mode under my supervis/o (deed description recorded in Book 931,
pages 341,344); that the boundahies not surveyed are indicatFd as drawn
from information found in Books k Deeds as shown and lists -1; that the
ratio, of precision as calculated is 1: 41,7004-,- -, that this map meets the
requirements of The Standards os Practice for Land Surveying in North
Carolina (21 NCAC 56. ). This 1 ay of August, 2013.
lllllll „11t{1llilllillll(I ��rrrr '
Pro ssiona/ Land Surveyor A L - 776 �� FS / pyq 9
E -2776
SUR
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00

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EXISTING CONTOURS
FINAL CONTOURS
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
i
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3
Storm Drainage Table
r
Invert
Upstream
Total
Upstrean
Structa�
1
2
Rim Elevation
(ft)
421.55
421.55
Structure Invert
Elevation (ft)
417.60
416.55
413.50
413.40
410.50
408.90
407.90.
407.15
Downstream
Structure
2
3
4
5
6
7
8
9
Pipe Size (in}
24
36
36
36
48
48
48
48
Pipe Length (ft)
19
194
11
123
117
183
148
28
Slope (ft/ft)
0.005
0,016
0.009
0.015
0.014
0.005
0.005
0.005
Invert
(Upstream) (ft)
417.60
416.55
413.50
413:40
410.50
408.90
407.90
401.15
(Downstream)
(ft)
417.50
413.50
413.40
411.50
408.90
407.90
407.15
407.00
Upstream
Inlet C
0:93
0.93
0.93
0.93
0.93
0.5
0.5
0.93
Inlet Area
(acres)
0.93
1.31
1.33
0.53
0.00
0.01
0.02
0.27
Upstream
FIcHV (ft3 /s)
6.29
8.87
9.00
3.59
0.00
0.04
D.07
1.83
Flow
(ft31s ). ,
_ 6.3
15.1 .
29.3
65.6
712
72.9
72.2
72.7
3
4
418:50
418.40
5
6
420.50
415:50
7
8
413.20
414.40
9
407.00
10
418.50
414.60
3
24
20
0.005
414.60
414.50
0.93
0.82
5.55
5:6
-
11
12
419.50
41 .40
415.00
13.50
12
4
36
6
236
9
0.006
0. 5
415.00
-413 .50
413.50
4 0
0.75
0.93
5.67
0.
30.95
31.0,
32.9:
13
417.50
413.50
5
24
119
0.008
413.50
412.50
0.93
1.19
8.05
8.1
1�
15
410,55
413.30
408.15
407.40
15
8
12
12
144
53
0,005
0.005
408.15
407.40
407.40
407.15
0.93
0.93
Q.17
0,03
1.15
0.20
1.2
1.3:
16
17
1€
408.00
420.30
420.60
408.00
407.80
407.10
17
18
19
48
48
48
26
123
175
0.008
0.006
0.018
408.00
407.80
407.10
407.80
407.10
404.00
0.75
0.75
0.75
18.00
0.00
0:00
38.25
0.00
0.00
98.3 _
98.1
97.5
1 c
404.00
NC7 S
T07 ELEV. OF CATCH BASIN (CB) IS TOP OF CURB
TOP ELEV. OF DROP INLET (DI) IS TOP OF GRATE
TOFF ELEV. OF JUNCTION BOX WITH MANOLE (JB) IS TOP OF RIM
LEGEND
CB CATCH BASIN, SEE DETAIL SHEET C -6.1
DI DROP INLET, SEE DETAIL SHEET C -6.1
JB JUNCTION BOX WITH PRECAST MANHOLE, SEE DETAIL SHEET C -6.1
EXISTING CONTOURS
FINAL CONTOURS
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
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NOTES:
1. BACKFILL MATERIAL MAY INCLUDE UNUSABLE SOIL FOUNDATION MATERIAL, TOPSOIL AND WOODY DEBRIS:
2. NO CONSTRUCTION DEBRIS (CONCRETE RUBBLE, METAL; ETC.) SHALL BE USED AS FILL
1 ALL FILL MATERIAL SHALL BE FROM PROJECT SITE, NO OTHER FILL IS ALLOWED.
PLACE STUMPS, ROOTWADS TRANSFERRED WETLAND SOIL AS COVER
AND LOGS ON SURFACE TO MATERIAL, 2 TO 3 FEET (APPROX)
FINE GRADE SURFACE OF RECLAMATION PROVIDE HABITAT SEED RECLAMATION AREA WITH
AREA TO PROVIDE MICRO - TOPOGRAPHIC NATIVE WETLAND SEED MIX
CHANGES, PAIR ELEVATION WITH ADJACENT
WETLAND ELEVATIONS
160'AVERAGE
EXISTING
5'
SILT FENCE GROUND 2'+/-
W S'
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W, S'
SILT
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Z �\ 2 (TYP.)
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LIFTS 2 TO 3 FEET THICK
BORROW/ RECLAMATION AREA X- SECTION A
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LORBROOK CORPORATION -P• , , Bo oW / POIL I
PIN # 9651 -88 -0067
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L\ X\\� PROPOSED BORROW! RECLAMATION AREA
I
CONSTRUCTION SEQUENCE FOR RECLAMATION WORK:
1. STOCKp LE EXCAVATED SOILS FROM PERMITTED WETLAND IMPACT AREAS AS DIRECTED BY THE ENGINEER (OR OWNER).
SURRQ ND STOCKPILES WITH DOUBLE -ROW OF TEMPORARY SILT FENCE.
2. INSTALL TEMPORARY SILT FENCE ALONG BOUNDARY OF RECLAMATION AREA. MINIMUM SETBACK OFF OF WETLAND
BOUND RIES, PROPERTY LINE AND SANITARY SEWER LINE SHALL BE 10 FEET.
3. EXCAVA E WITHIN RECLAMATION AREA AS REQUIRED FOR SITE GRADING OPERATIONS WITH MAXIMUM DEPTH OF CUT
AND SIDE SLOPES AS SHOWN ON DETAIL. DEWATER PIT AREA AS NECESSARY IN ACCORDANCE WITH LOCAL, STATE AND
FEDE: REQUIREMENTS.
4. BACKFILL PIT WITH ENGINEER APPROVED MATERIAL (UNUSABLE SOILS, TOPSOIL AND WOODY DEBRIS). NO CONSTRUCTION
DEBRIS HALL BE USED AS FILL. INSTALL FILL IN LIFTS OF 2 TO 3 FEET AND UTILIZE HEAVY EQUIPMENT TO CONTACT LIFTS.
NO SF?EIFIC COMPACTION EFFORT IS REQUIRED.
5. UTILIZE TOCKPILED WETLAND SOILS AS SURFACE COVER LIFT. GRADE RECLAMATION AREA SURFACE TO PROVIDE MICRO -
TOPO'G4PHIGVARIATION (SHALLOW DEPRESSIONS AND HUMMOCKS) AND DISTRIBUTE WOODY DEBRIS (STUMPS, ROOTWADS
AND LOS) AS DIRECTED BY THE ENGINEER.
6. SEED RII CLAMATION AREA WITH NATIVE WETLAND SEED MIX AND TEMPORARY STABILIZATION MIX. APPLY STRAW MULCH.
7, REMOVE TEMPORARY SILT FENCE ONCE RECLAMATION AREA HAS STABILIZED.
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PIN # 9651 -98 -8725 PIN # 9651 -08 -1160
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PC 7 PG 4D PC 7 PG 4D
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AREA CALCULATIONS OF WETLAND IMPACT
I
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CONC MONUMENT FOUND
AREA 1
South
Horner Boulevard
5;405 SO FT (0.124 ` C)
P
Ioject Reclamation Plan
AREA 4
9,556 SO FT (0.219'
S &EC Project No. 8827.1111
21,323 SO FT (0.48 AC)
TOTAL STREAM IMPACT
I September 9, 2013
IMPACTS ARE BEING PERMITTED BY DWQ & COE c
As shown on the Construction Drawings
(by John A. Edwards & Company) t»,° upland proposed for use
as a borrow pit consists of two (2) separ
ite areas totaling approximately 2 5 4.:res. The pit area is
generally bounded by the property line
to the north and west, a sanitary sewe- . asement to the south, and a
jurisdictional wetland to the east: A na
ow strip of jurisdictional wetland ap - oximately 50 feet wide
separates the two pit areas. Existing ele
ations within this upland area range �Om roughly 0.5 to 2 feet
( + / -) above the adjacent wetlands. This
eclamation Plan describes how the uorrow pit area will be
reclaimed. It is anticipated that the recl
oration area will exhibit wetland characteristics following the
completion of the proposed -work.
I
Borrow Pit Operations
The Construction Drawings call for the
orrow pit to be excavated to a maxitr, =.am depth of 12 feet ( + / -)
below the existing ground surface. Side
slopes of 2H:1 V will be utilized along the perimeter of the
borrow pit to provide for stable cut slop
s during excavation (and before back`illing). The exact depth of
cut and pit extents will be determined at
the time of construction depending o.,., soil conditions and site fill
requirements. A 10 foot set -back from
temporary silt fence is proposed to reduile
the adjacent wetlands (and other bount',_ries) including a row of
the potential for inadvertent impact <, to the wetland surface and
existing vegetation, and to reduce the poltential
for temporary effects to adjace-a wetland hydrology. A
typical crass- section for the borrow acti
ities is provided in X- Section A -A.
Depending on the sequence of site gradi
g operations the excavation of the bc: ow pit may be continuous
or may occur in phases. The existing maintained
path along the sanitary sewer easement will provide
vehicle /equipment access to the borrow
ea. Excavation will generally be pe.~'ormed from north to south
to improve vehicle /equipment traffic conditions.
Dewatering within the pit ma / be required during
excavation of the pit. Any necessary d+atering
will be performed in a mannfz- that is consistent with
erosion and sediment control requireme
18.
Reclamation Activities
I
Upon completion of excavation within t : e borrow pit (or some portion thereof f borrow operations are
performed in phases) clean fill material
aken from elsewhere on the property ,"only) will be backfilled
within the borrow pit. This fill material
Itnay include unusable soil foundation - aterial, topsoil, and
organic material (woody debris from cle
ring and grubbing operations). No construction debris (concrete
rubble, erosion control materials, metal,
to 3 feet and trafficked with heavy equipment.
etc.) will be wasted within the pit. F>l. will be placed in lifts of 2
No
specific compaction effort ,;:.ill be applied. Fill
material will be placed so as to
provide a reasonably distributed mix of >
aterials over the pit area (ie. not all at organic material in one
location within the pit footprint). Fill W141
be placed to an elevation that is roughly coincident with
elevations within the adjacent wetlands.
During general site grading operations,
herever practicable soil from existing :Aretlands which are
permitted to be impacted will be removed
of the fill material within the reclamation
and stockpiled for use as cover mate.-,al in the upper 2 to 3 feet
area The transfer
ai
(borrow pit). of we.fand soils will serve to
"jump start" the wetland within the reclamation area through the placement of "�7dric soils, in addition to
the relocation of a seed source for wetlaitd plant species. The surface of the rec "anzation area will be
X
fine- graded to provide micro - topographi
. variation including where possible th:. creation of hummocks
X
and vernal pools within the reclamation
rea. Tree stumps, logs, and other worry debris may be utilized
:f
on the surface of the remediation area to
provide additional wildlife habitat (see: X- Section A -A). A
representative of Soil & Environmental
onsultants, PA, will be on site to obsen7e and direct grading
m
efforts associated with the reclamation activities
and make adjustments as deenr�d necessary.
°
The surface of the reclamation area will be
seeded with a wetland seed mix mci ding herbaceous species
such as Vlrcjna Wild Kye (Elyrnu5 v11-,g�n1cu5),
Soft Rush (Juncos effu5us), Sedcge (Carex lurida,
3
lupuhnaj or vulpinordea), Woolgra55 (5ctrpu5
cyperinus), Cardinal Flower ,Lobelia cardmah5), and
Z
Lizard's Tail (5aururu5 cernuu5). This, in
conjunction with. native seed source-, is intended to allow for a
g
dense stand of herbaceous growth. Tern
g �
or ary seeding measures (brown top mi let, rye grain, or the most
o
appropriate erosion control grass as diet ted
by the season) and straw mulch wil also be applied as
needed to allow for localized stabilizatioln
while wetland species establish them . lves.
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RICARDO A PIP �EDA & JUNE H FLEMMING
HILDA N PE:EZ N!F PIN # 9651 -88 -5574
PIN # 9651 -88 -:3388 DORIS M HOLDER DB 739 PG 03
DB 994 PG 2'A (LIFE ESTATE) PC 2 PG 519
PC 2 PG 51 7 PIN # 9651 -88 -5149 ZONED = R -12
ZONED = R -t12 N/F DB 739 PG 01
JOSE LARA -RIZO PC 2 PG 519
iA PIN # 9651 - 884443 ZONED = R -12
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IWOL CORPORATION
LORBROOK CORPORATION -P• , , Bo oW / POIL I
PIN # 9651 -88 -0067
B 1R0 SPO
DB 419 PG 52 {� � �`REA � _..- --) vARw
P IAL STREAM
ZONED = LI (�� �., � '
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L\ X\\� PROPOSED BORROW! RECLAMATION AREA
I
CONSTRUCTION SEQUENCE FOR RECLAMATION WORK:
1. STOCKp LE EXCAVATED SOILS FROM PERMITTED WETLAND IMPACT AREAS AS DIRECTED BY THE ENGINEER (OR OWNER).
SURRQ ND STOCKPILES WITH DOUBLE -ROW OF TEMPORARY SILT FENCE.
2. INSTALL TEMPORARY SILT FENCE ALONG BOUNDARY OF RECLAMATION AREA. MINIMUM SETBACK OFF OF WETLAND
BOUND RIES, PROPERTY LINE AND SANITARY SEWER LINE SHALL BE 10 FEET.
3. EXCAVA E WITHIN RECLAMATION AREA AS REQUIRED FOR SITE GRADING OPERATIONS WITH MAXIMUM DEPTH OF CUT
AND SIDE SLOPES AS SHOWN ON DETAIL. DEWATER PIT AREA AS NECESSARY IN ACCORDANCE WITH LOCAL, STATE AND
FEDE: REQUIREMENTS.
4. BACKFILL PIT WITH ENGINEER APPROVED MATERIAL (UNUSABLE SOILS, TOPSOIL AND WOODY DEBRIS). NO CONSTRUCTION
DEBRIS HALL BE USED AS FILL. INSTALL FILL IN LIFTS OF 2 TO 3 FEET AND UTILIZE HEAVY EQUIPMENT TO CONTACT LIFTS.
NO SF?EIFIC COMPACTION EFFORT IS REQUIRED.
5. UTILIZE TOCKPILED WETLAND SOILS AS SURFACE COVER LIFT. GRADE RECLAMATION AREA SURFACE TO PROVIDE MICRO -
TOPO'G4PHIGVARIATION (SHALLOW DEPRESSIONS AND HUMMOCKS) AND DISTRIBUTE WOODY DEBRIS (STUMPS, ROOTWADS
AND LOS) AS DIRECTED BY THE ENGINEER.
6. SEED RII CLAMATION AREA WITH NATIVE WETLAND SEED MIX AND TEMPORARY STABILIZATION MIX. APPLY STRAW MULCH.
7, REMOVE TEMPORARY SILT FENCE ONCE RECLAMATION AREA HAS STABILIZED.
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INV IN 390.49
INV OUT 390.61 pC CO r1LI ESM�`° " �'_ R
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EX SSMH PC 7 PG 4D
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JURISDICTIONAL INV IN 392.54 t I
WETLAND,. INV OUT 392.47 N/F ' , HERIZTiLE
AREA 1 WALKER CAMERON WILSON JR. OPERATING LP
PIN # 9651 -98 -8725 PIN # 9651 -08 -1160
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28;624 SO F
0.657 AC DB 1149 PG 745 DB 1145 PG 280
PC 7 PG 4D PC 7 PG 4D
ZONED = LI ZONED LI
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PIN # 9651 -89 -7216
DB 1283 PG 964
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PIN # 9651 -98 -5495
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AREA CALCULATIONS OF WETLAND IMPACT
I
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CONC MONUMENT FOUND
AREA 1
797 SO FT (0.018 A�)
AREA 2
5;405 SO FT (0.124 ` C)
AREA 3
5,565 SO FT (0.12AC)
AREA 4
9,556 SO FT (0.219'
TOTAL WETLANDS IMPACT AREA
21,323 SO FT (0.48 AC)
TOTAL STREAM IMPACT
l
299 L.F. I
f
IMPACTS ARE BEING PERMITTED BY DWQ & COE c
BY SOIL & ENVIRONMENTAL CONSULTANTS
JOHN A. EDWARDS & COMPANY SCALE: DATES
Consulting Engineers 1" =100' 9 -6 -2013
NC License Fes` 289 FLD. 8K. & PAGE DRA BY
r
333 Wade Ave., Raleigh, N.C. 27605 p
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Phone: [phone] -
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Fax: [phone] FILE NO: CHEIKED BY:
3010 HORNER J I
BY E t1
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INV IN 4344.94

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INSTALL WATER STOP (VOLCLAY RX BENTONITE
ADHESIVE TYPE OR APPROVED SUBSTITUTE) ON
FILTER FABRIC WRAPPED NCDOT 78M STONE I
10 FT. CENTERS ALONG PIPE AT PIPE /CRADLE CREST SEEPAGE DIAPHRAGM (SEE DETAIL A) I j-
CONTACT AREA
NOTE: STONE NOT SHOWN BELOW TOP OF CRADLE FCI CLARITY.
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NON -WOVEN FILTER FABRIC
NC OT 78M STONE (MIRAFI 18ON OR APPROVED SUBSTITUTE) _ 1 I
418 IN. COMPACTED t 18 INCHES MINIMUM COVER ;
RCP STRUCTURAL ON SEEPAGE DIAPHRAGM
FILL 18 -INCH RCP
_ OUTLET INVERT I
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SEEPAGE DIAPHRAGM DRAINAGE PIPES (2) TO DAYLIGHT
• <
21 IN,
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SCH 40 PVC PIPE TYP. 1.0 FT, . I INSTALL VARMINT GUARD
( ) CAST -IN -PLACE CONCRETE CRADLE - WITH TWELVE (12) 1/8 INCH TO SPRINGLINE OF PIPE F EACH `ACH DRAINAGE PIPE OUTLET (SEE NOTES)
DIAN, HOLES EQUISPACED (3000 PSI 28 -DAY COMPRESSIVE STRENGTH) CONCRETE CDLE
RADIALLY AROUND PIPE ON ON APPROVED SUBGRADE END CAPS (SILT- TIGHT)
1.0 FT . CENTERS ALONG PIPE. TO BE INSTALLED ON
E
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DRAINAGE PIPES E
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DETAIL 1) DO NOT INSTALL SEEPAGE COLLARS WITHIN SEEPAGE DIAPHRAGM. I °T° 0 E
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EACH OTHER IN EA "H DRAINAGE PIPE OUTLET AS A VARMINT GUARD. ! E I
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111111 �_
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TOP OF DAM @ 411.50 111111
50' EMERGENCY SP LLWAY 0 410.00' III�III
l
TRASH RACK RIP RAP LINED WITH GEOTEXTILE FABRIC ON FILL SLOPE
( TOP OF RISER 408.50' �
I-
=1 INVERT OUT 407.50' 100YR STORM - 410.50' 0
_ EMBANKMENT TO BE COMPACTED TO 98%
_) I 1OYR STORM - 409:82 I 9 STD. OROCTOR DENSITY.
2YR STORM - 409.14' o
48' PIPE 4'X8'X6" WQv ELEVATION - 408.30'
CONCRETE PAD
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_III CAP ON EACH END
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-
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INVERT OUT 402.00 z Q
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SEDIMENT STORAGE AREA 4� 1 �) Y- - SE_ DIMENT STORAGE AREA 401.00' -
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0 0 0 0
+ +' + I+ 0 0 o v o 000.0000 o °o o °o 0 0
+I ++ °` 0 0 0' 0 0 0 0 0 0 0 0 0 0. o T t+
c o g o 0 0 0 o Q o 0 o Q o o _- �--- �- -�- -"�
r + + ± + + + ± + 00 ;, o o v 0 o v-a ° 0 0 0.n o +T +; +
+ 13 X
+ + + O O
rix
oo
t + + + + + o O -
+ _ v+ + + + ; + 0 0 = -
+ „r_5 + +
+ + + +' + .b� ooh
+ + +y+ + + +
+ r + + + ° O, 00 A
+ +
+ + + +y +_
GRAPHIC SCALE
+ + I + + I 1 +n`o /0 20 0 10 20 40
l °
.�
+ .+ + - T + rnd o -
- ° ( IN FEET) -
+` + + +; + y + + 1 inch = 20 ft.
i
h�t
— PRUNE DAMAGED OR DEAD WOOD
QTY TOTAL
SCIENTIFIC NAME
�
4COMMON NAME
' DO NOT CUT LEADER
_� "13"
12 GAUGE GALV, MIRE WITH 3/4”
- DIAMETER WHITE ?VC ON ENTIRE
11
RO
LENGTH OF EACH'! WIRE
+
SPECIFIED TREE 2TRAP
,v SPECIFIED POSTS- ALIGN NW /SE, 2
ARU
PER TREE SET IU;N 18" INTO
Acer rubrum
I UNDISTURBED S_;3GRADE
T- -+
- WRAP ENTIRE SUr,FACE OF TRUNK UP
+ +
TO SECOND BRANCH WITH SPECIFIED
AGIR
WRAPPING SECURIED ® TOP AND
Acorus gramineus
I I BOTTOM & AT T, + + }/O FOOT INTERVALS.
PLANTS ls.f.
PLANT TREE W/ ZOP OF ROOTBALL
+ + + +
2"-4" ABOVE FI`?AL GRADE
80
3" DEEP MULCH ?1NG, MIN. 48" IN
Liz � rd's Tail
DIA., PULL MULC BACK 2 " -3"
Container
FROM TRUNK.
4.61
4" HEIGHT WATE=: SAUCER IN
2,275
>
NON -TURF AREA:=
8" O.C. 6.93" o.c.
2.60
Plug
9
-= SPADED BED ED ";_ AT TREE RINGS
+ +
TYP.
1.66
SPECIFIED BACKF_L MIXTURE AS
--
PER SPECIFICATIONS
AFTER TREE IS SET IN PLANTING
12 o.c. 10.40 1 o.c.
, I PIT, REMOVE ALL TWINE & WIRE
2x DIAMETER OF
-
FROM TOP & Slta_S OF ROOTBALL
PULL BURLAP BACK 1/3 (MIN.)
ROOTBALL, MIN
15" o.c. 13.00" o.c.
SET ROOTBALL CH UNDISTURBED
+
SUBGRADE -DO iOT OVER-
+ + +
EXCAVATE
DECIDUOUS
i
TREE PLANTING
XIOT TO SCALE
CONCRETE CURB OR
SIDEWALK.
PRUNE ALL DAMAGED OR DEAD
WOOD IMMEDIATELY PRIOR TO
PLANTING.
SET SHRUB 1" HIGHER THAN THE
GRADE AT WHICH IT GREW.
DIG PLANT PIT TWICE AS WIDE AS
THE CONTAINER OR MORE.
APPLY SPECIFIED MULCH 3 "DEEP,
REMOVE CONTAINER.
ROUGHEN SIDES OF PLANT PIT
SCORE SIDES OF ROOTBALL OF
ROOTBOUND PLANTS ONLY
FILL PLANT PIT WITH SPECIFIED
SOIL MIX.
NOTE: ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED.
REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED
ROOTBALLS.
SHRUB PLANTING
NOT TO SCALE
-APPLY SPECIFIED MULCH 3" DEEP. SEE
SPECIFICATIONS. NOTE: MULCH DEPTH
AROUND PLANT BASE MAY BE THINNER.
DO NOT BURY PLANT WITH MULCH.
PLANT SPACING
A�, SPECIFIED,,
PLANTING PIT TO BE PER
SPECIFICATIONS.
AMENDED BACKFILL, RE:
SPECIFICATIONS
REMOVE PLASTIC POTS PRIOR
TO PLANTING.
3 PERENNIALS GROUND COVERS
L100 NOT TO SCALE
NOT TO SCALE
WET POND PLANTING LEGEND
SPACING
QTY TOTAL
SCIENTIFIC NAME
�
4COMMON NAME
INSTALL
S1:
_� "13"
NOTES
T 'T
T T CONTRACTOR AC . O
NSTALLATION. SUBSTANTIAL COMPLETION SIGN OFF BY PROJECT MANAGER OPSOI� IS NO AVAILABLE O R R SHALL PROVIDE TO SITE
11
RO
+ + + +
+
"A"
ARU
5
Acer rubrum
Recd Maple
k
T- -+
+ + + +
+ +
PLANT SPACING CHART
AGIR
2,924
Acorus gramineus
SPACING "D" ROW "A"
PLANTS ls.f.
+
+ + + +
+ + +
80
Saururus cernuus
Liz � rd's Tail
--
Container
6" o.c. 5.20" o.c.
4.61
PCO
2,275
>
Pontederia cordata
8" O.C. 6.93" o.c.
2.60
Plug
9
-I- + + -I- +
+ +
10" o.c. 8.66 " o.c.
1.66
SoAstem Bulrush
N
--
Container
12 o.c. 10.40 1 o.c.
1.00
FGA
30
Fothergilla gardens Mt. Airy
15" o.c. 13.00" o.c.
0.73
+
+ + + +
+ + +
18" o.c. 15.60" o.c.
0.51
Dwarf Burford Holly
t
24 "HTJSPR.
Container
24" o.c. 20.80" o.c.
0.29
33
TRIANGULAR
SPACING
FOR SHRUBS 8c
Container
®
GROUNDCOVERS
5
(TYPICAL)
So�thern Waxmyrtle
NOT TO SCALE
WET POND PLANTING LEGEND
SYMBOL
QTY TOTAL
SCIENTIFIC NAME
�
4COMMON NAME
INSTALL
S1:
INSTALL
SOTAL
NOTES
T 'T
T T CONTRACTOR AC . O
NSTALLATION. SUBSTANTIAL COMPLETION SIGN OFF BY PROJECT MANAGER OPSOI� IS NO AVAILABLE O R R SHALL PROVIDE TO SITE
I
F THE ROUGH GRADING SHALL OCCUR PRIOR TO THE START OF PLANTING ACCORDINGLY.
TREES -
f
ARU
5
Acer rubrum
Recd Maple
k
12' HT.
B!B
Full, Dense Crown
LITTORAL SHELF (0 - 5" DEEP)
AGIR
2,924
Acorus gramineus
Japanese Sweet Flag
--
Plug
12" O.C.
SCE **
80
Saururus cernuus
Liz � rd's Tail
--
Container
24" O.C.
I;
LITTORAL SHELF (6 tt DEEP)
PCO
2,275
>
Pontederia cordata
Pic ` erelweed
--
Plug
9
15" O.C.
STA **
100
Schoenoplectus tabernaemontani
SoAstem Bulrush
N
--
Container
24" O.C.
SHRUBS
FGA
30
Fothergilla gardens Mt. Airy
Mt. Airy Fothergilla
24 HT.iSPR.
Container
Full, Dense
ICB
26
flex cornute 'Burfordii Nana'
Dwarf Burford Holly
t
24 "HTJSPR.
Container
Full, Dense
ILG
33
Ilex glabra'Shamrock'
Inkberry Holly
24 "HTJSPR.
Container
full, Dense
MYR
5
Myrica cerifera
So�thern Waxmyrtle
36 "HT.:ISPR.
Container
Full, Dense
PERENNIALS / GRASSES
EDU
14
Eupatorium dubium
J04 Pye Weed
is
24 "HT.ISPR.
Container
Full, Dense, no
dwarf variety
MCA
12
Muhlenber gia ca ill ns Re g al Mist
Pink Muhly Grass
24 HT,BSPR.
Container
Full , Dense
PVf
43
Parn g cum vir atom 'Shenandoah'
Switch Grass
24 U H .T .. /SPR.
Container
Full Dense
LANDSCAPE (ARCHITECTURE
LAND PLANNING
URBAN DESIGN
600 Wade Avenue
Raleigh NC 127605 1 919.805.3586
nnis t -yoc inl6nt is t•,,, ,' roperty
of DI-W vio0 Corp. ?hc ide�s.cnd
eh_-st'gn lr c# rport]I`E,:d ort this
CilJCUYT � °flt it at) Instrurment of
nrofossionol st'l-vice and sholl not be
used for qn, oth r project without
written orriton yips of nfl? Desion Co,-i;5.
tt
Ir ?rJ'
*
,a
X ,X
a
CM
11
f
These giants (SCE &STA ) ar e to be spread out evenly along pond edge in groups of 3 f 5 & 7 within corresponding m area shown • n plan.
I
PLANTING AND SEEDING NOTE
,
T T - N AND SEDIMENT -
1 OUGH GRADING TO BE COMPLETED PRIOR TO HE START OF PLANT OPERATIONS SEE EROSION SE MENT CONTROL PLANS. IF ON SITE
T 'T
T T CONTRACTOR AC . O
NSTALLATION. SUBSTANTIAL COMPLETION SIGN OFF BY PROJECT MANAGER OPSOI� IS NO AVAILABLE O R R SHALL PROVIDE TO SITE
F THE ROUGH GRADING SHALL OCCUR PRIOR TO THE START OF PLANTING ACCORDINGLY.
INSTALLATION.
11. TREES TO BE STAKED WILL BE DESIGNATED BY THE LANDSCAPE ARCHITECT.
�., D LARGE EVERGREEN /TREES T BE PLANTED PRIOR TO CONTAINER TREES STAKING FOR CANOPY AN O ERGREEN TREES SHALL 2: CSALLED AND BURLAPPED PLANTS O L NOT
OR BEDDING PLANTS. EXCEED 90 DAYS.
i f
E R TING ALL UTILITIES AND UNDERGROUND 12. ALL P r NT BEDS ARE TO RECEIVE A MINIMUM OF 4" F APPROVED TOPSOIL
3: CONTRACTOR RESPONSIBLE FOR COCA A U LrA o A PRO OPSOIL
Pt NT
IMPEDIMENTS PRIOR TO BEGINNING PLANTING. TILLED A DEPTH OF 8" TO ENSURE INTEGRATION WITH EXISTING SOIL.
APPRO ;ED TOPSOIL IS TO BE PREFERABLY FROM ON -SITE STOCKPILE FROM
4: ALL WEEDS, NON - NATIVE INVASIVE SPECIES, AND EXOTIC SPECIES LOCATED STRIPPING OPERATIONS - SEE EROSION AND SEDIMENT CONTROL PLANS. IF
J ELIMINATED PRIOR T PLANTING BED ON -SIT . TOPSOIL IS NOT AVAILABLE, CONTRACT
WITHIN THE PROJECT LIMITS SHALL BE O LA OR SHALL PROVIDE TO SITE
TL ,
CREATION AND PLANTING. ACCORDINGLY.
E
NT NAMES. ALL BE 13. SOIL P SHOULD BE BETWEEN 4.5 AND 7.
5: ('CANTS ARE TO BE PURCHASED BY SCIENTIFIC N THEY SHALL � 0. IF THE PH FALLS OUTSIDE THIS
REPRESENTATIVE OF THEIR SPECIES MEET ALL NOTED CONDITIONS OF RANGE IIT SHALL BE MODIFIED WITH LIME TO INCREASE PH OR IRON SULFATE
SPECIFICATIONS, AND SHALL BE IN VIGOROUS GROWING CONDITION MEETING AND SULFUR TO LOWER PH. THESE SHOULD BE MIXED UNIFORMLY INTO THE
ANSI STANDARD Z60. SOIL PRIOR TO USE
6 PROJECT MANAGER OR DESIGNEE MAINTAINS RIGHT TO REJECT ANY PLANT 14. ALL MULCH TO BE CERTIFIED TO BE FREE OF WEEDS, NON - NATIVE INVASIVE
IDUE TO AESTHETICS OR STRUCTURAL DEFICIENCY AT ANY TIME. SPECIE AND THEIR LARVAE. MULCH SAMPLE SUBMITTAL WILL BE PROVIDED
i TO LANDSCAPE ARCHITECT BEFORE SITE DELIVERY.
7: CONTRACTOR SHALL LOCATE ALL PLANTS AWAY FROM KNOWN PERMANENT -
I-IXTURES. IF CONFLICT ARISES WITH PLAN, CONTRACTOR SHALL NOTIFY 15. PLANTING SHOULD OCCUR IMMEDIATELY AFTER CONSTRUCTION TO STABILIZE
PROJECT MANAGER OR DESIGNEE PRIOR TO PROCEEDING. AREAS OF BARE SOIL.
I
8. CONTRACTOR RESPONSIBLE FOR FURNISHING AND INSTALLING ALL PLANTS 16. PRIORI,TO PERMANENT PLANTINGS AND SODDING, THE SITE SOILS SHALL BE
SHOWN ON PLANS IN LOCATIONS SHOWN. QUANTITIES GIVEN ON THE PLANT PREPA}ED FOR PLANTING. WHERE NEEDED THE SOILS SHOULD BE PLOWED OR
LEGEND ARE FOR CONTRACTOR'S CONVENIENCE ONLY. IF DISCREPANCIES RIPPED ITO IMPROVE COMPACTED SOILS AND ELIMINATE CHANNELIZED FLOW
OCCUR, THE PLANS SHALL OVERRULE THE PLANT LEGEND. FROM NON- TARGET AREAS.
W -0
9 IF ANY SUBSTITUTIONS ARE REQUESTED BY CONTRACTOR; THEN NOTICE SHALL 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE A HEALTHY AND
Cti
BE GIVEN TO PROJECT MANAGER OR DESIGNEE AT MINIMUM SEVENTY -TWO (72) VIABLE PLANT AND THE PLANT SHALL BE REJECTED IF DEEMED UNHEALTHY OR
HOURS (NOT INCLUDING WEEKENDS) PRIOR TO DESIRED ORDERING DATE/TIME. UNFIT AT ANY TIME DURING THE CONTRACT OR WARRANTY DURATION: .
WHEN SUBSTITUTIONS ARE REQUESTED BY CONTRACTOR, SUGGESTED
�
ACCEPTABLE REPLACEMENTS SHALL ALSO BE PRESENTED AT TIME FOR FULL 18, ALL PLANT MATERIAL SHALL CONFORM TO OR EXCEED THE AMERICAN
cu
AND COMPLETE REVIEW BY PROJECT MANAGER OR DESIGNEE. STANDARD FOR NURSERY STOCK (LATEST EDITION) AS PUBLISHED BY THE
•Q
AMERICAN ASSOCIATION OF NURSERYMEN.
10 SOD BED PREPARATION: ALL AREAS TO BE SODDED ARE TO RECEIVE A
MINIMUM OF 2" OF APPROVED TOPSOIL. ALL DEBRIS, ROCKS, ETC. LARGER 19. IT SHALL BE NOTED THAT ALL SECTIONS OF THE SITE THAT ARE SLOPED 3;1
� R3
THAN .5" ARE TO BE REMOVED PRIOR TO SEEDING OR PLANTING. APPROVED OR HIGHER WILL BE COVERED WITH EROSION CONTROL STABILIZATION COIR
(�
TOPSOIL IS TO BE PREFERABLY FROM ON -SITE STOCKPILE FROM STRIPPING FABRIC, 1" SQUARE OPENINGS) PRIOR TO PLANTING TO ENSURE
-C
IMMEDIATE STABILIZATION. LANDSCAPE CONTRACTOR SHALL CUT FABRIC AT
i
EACH PLANT LOCATION AND PLACE PL :ANTS ACCORDING TO PLAN. ALL FABRIC
BE
ULM
SHALL RE- STAKED PER ENGINEER'S ORIGINAL DRAWINGS IMMEDIATELY
AFTER PLANTING.
0 CIO
i
i f
PROJECT NA ER DATE
12277:00 201108.12
DESI(3NL D- _UR
CHEJi'ED:_ 44R
P ':VISIONS:
F
J00 DEScRIf TION:
J00
LANDSCAPE
PLAN
SHEET TITLE.
BMP
LANDSCAPE
I:
PLAN.
SHEE r I�UMEIER:
L100
I
I
SHEET _OF