20060066 Ver 1_COMPLETE FILE_20060110

A •r
NCDENR
North Carolina Department of Environment and
Michael F. Easley, Governor
l;;e
Y ? 2000
April 26, 2006
Mr. Joseph P. Riddle III
Riddle Commercial Properties
238 North McPherson Church Road
Fayetteville, NC 28303
DWQ Project # 06-0066
Cumberland County
Subject Property: Campbell Property, off Cliffdale Road (SR1400) near Skibo Road
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Riddle:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.017 acres of wetlands and 149 feet of stream for the purpose of constructing
a driveway to serve a proposed commercial development at the subject location. The driveway will be
located approximately 480 feet east of the intersection of Cliffdale and Skibo roads. This work shall be
completed in accordance with your application dated January 5, 2006, (received by the N.C. Division of
Water Quality (DWQ) on January 10, 2006) and with the amended site plan provided by Soil and
Environmental Consultants on April 20, 2006. Therefore, we have decided that these wetland impacts are
covered by General Water Quality Certification Number 3404 (GC3404). This Certification allows you
to use Nationwide Permit 14 when issued by the US Army Corps of Engineers (USACE). In addition,
you should obtain or otherwise comply with any other required federal, state or local permits before you
go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge,
and water supply watershed regulations. Also, this approval to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application shall expire upon expiration of the
404 Permit. This condition supercedes condition No. 19 of the General Certification.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone] \ FAX: [phone] \ Internet: ww.enr.state.nc.us/ENR/
An Equal Opportunity/ Affirmative Action Employer -50% Recycled \ 10 % Post Consumer Paper
Natural Resources
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
NorthCarohna
,Xaturally

Mr. Joseph P. Riddle III
April 26, 2006
Page 2
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, additional compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification are met. No other impacts are approved including incidental
impacts:
Amount Approved
nits Plan Location or Reference
404 Wetlands acres 0.017 Per application plan
Surface waters 149 ft. of stream Per application plan
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best Management
Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
Mr. Joseph P. Riddle III
April 26, 2006
Page 3
4. No Sediment & Erosion Control Measures within Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Written Stormwater Management Plan
An additional condition is that a final, written stormwater management plan (including a signed
and notarized Operation and Maintenance Agreement) shall be approved in writing by this Office
before the impacts specified in this Certification occur per Condition No. 6 in GC No. 3404. The
stormwater management plan must include plans and specifications for stormwater management
facilities that are appropriate for surface waters classified as "C" and designed to remove 85%
TSS according to the most recent version of the NC DENR Stormwater Best Management
Practices Manual. These facilities must be designed to treat the runoff from the entire project,
unless otherwise explicitly approved by the Division of Water Quality. Also, before any
permanent building is occupied at the subject site, the facilities (as approved by this Office) shall
be constructed and operational, and the stormwater management plan (as approved by this Office)
shall be implemented. The structural stormwater practices as approved by this Office as well as
drainage patterns must be maintained in perpetuity. No changes to the structural stormwater
practices shall be made without written authorization from the Division of Water Quality.
7. Violation of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to
conduct impacts to waters as depicted in your application and as authorized by this Certification shall
expire upon expiration of the 404 Permit.
If you do not accept any of the conditions of this Certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
a
Mr. Joseph P. Riddle III
Page 4
April 26, 2006
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Ken Averitte in the Fayetteville Regional Office at 910-
486-1541, ext. 703.
Sincerely,
-&9Cb0 4 q"c-"-D
Belinda S. Henson
Water Quality Regional Supervisor
BSH/KA/ka
Enclosures
cc: Mr. David Gainey, S&EC
Cyndi Karoly, DWQ Wetlands Unit
USACE Wilmington Regulatory Field Office
DWQ Fayetteville Regional Office
DLR Fayetteville Regional Office
File Copy
Central Files
Campbel l.riddle.060066
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nua)
February 8, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Joseph P. Riddle, III
Riddle Commercial Properties
238 North McPherson Street
Fayetteville, North Carolina 28303
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Subject Property: Campbell Property
Cliffdale Road near 401 by-pass, Cumberland County
REQUEST FOR MORE INFORMATION
Dear Mr. Riddle:
DWQ Project # 2006-0066
Cumberland County
FEB 1 5 2006
uENR _ "VER QUALITY
?1E1UJdDSAND ST0PJ,{}yA1E8 BRANCH'
On January 10, 2006, the Division of Water Quality (DWQ) received your application dated January 5, 2006 concerning
proposed impacts to 0.017 acres of wetlands and 149 feet of streams in order to construct a retail and office complex at the
subject site. The DWQ has determined that your application was incomplete and/or provided insufficient information as
discussed below. The DWQ will require additional information in order to process your application to impact protected
wetlands and/or streams on the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H .0506 and will place this project on
hold as incomplete until we receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information Requested:
Impact Justification (Avoidance and Minimization)
Although the stream in question is somewhat degraded, it does provide several beneficial functions related to water
quality as well as wildlife habitat. Although your application indicates that there have been several revisions to the
site layout in effort to minimize the stream impact, we request that you further justify the need for the driveway as
proposed. As submitted, the project includes three separate entrances/exits, one of which requires piping of the
stream. Please demonstrate that all three are actually necessary for this to become a viable project. If so, could
building No. 2 be shifted westward and the driveway moved further west, thus avoiding the stream impact? Have
you considered simply relocating the stream to the east near the property line? Such an effort would greatly
minimize the net stream impact by making this a stream "crossing" rather than a linear fill.
Please respond within three weeks of the date of this letter by submitting this information in writing to Ken Averitte of
this office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this project
and we will consider the application as withdrawn.
NodhCarolina
,11alurally
North Carolina Division of Water Quality 225 Green Street - Suite 714 Fayetteville, NC 28301-5043 Phone [phone] Customer Service
Intemet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Joseph P. Riddle
February 8, 2006
Page 2
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that the impacts requested within your application are not authorized (at this time) by the
Division of Water Quality. If you have any questions regarding this matter, or would like to set up a meeting for further
discussion, please contact Mr. Averitte at [phone], ext. 703.
Sincerely,
a,CLJ J&„d?
Belinda S. Henson
Water Quality Regional Supervisor
BSHIka
cc: Ian McMillan, 401 Wetlands Unit
Cyndi Karoly, 401 Wetlands Unit
FRO
Lillette Granade,USACE, Wilmington Regulatory Field Office
File Copy
Central Files
Jeff Nobles, Larry King and Associates

February 8, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Joseph P. Riddle, III
Riddle Commercial Properties
238 North McPherson Street
Fayetteville, North Carolina 28303
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Subject Property: Campbell Property
Cliffdale Road near 401 by-pass, Cumberland County
REQUEST FOR MORE INFORMATION
Dear Mr. Riddle:
DWQ Project # 2006-0066
Cumberland County
`u06
DF_r ?? +,• .i cR QUALITY
Y,er ANDSNNIDSTOiTMA?6RFl1CN
On January 10, 2006, the Division of Water Quality (DWQ) received your application dated January 5, 2006 concerning
proposed impacts to 0.017 acres of wetlands and 149 feet of streams in order to construct a retail and office complex at the
subject site. The DWQ has determined that your application was incomplete and/or provided insufficient information as
discussed below. The DWQ will require additional information in order to process your application to impact protected
wetlands and/or streams on the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and will place this project on
hold as incomplete until we receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information Requested:
Impact Justification (Avoidance and Minimization)
Although the stream in question is somewhat degraded, it does provide several beneficial functions related to water
quality as well as wildlife habitat. Although your application indicates that there have been several revisions to the
site layout in effort to minimize the stream impact, we request that you further justify the need for the driveway as
proposed. As submitted, the project includes three separate entrances/exits, one of which requires piping of the
stream. Please demonstrate that all three are actually necessary for this to become a viable project. If so, could
building No. 2 be shifted westward and the driveway moved further west, thus avoiding the stream impact? Have
you considered simply relocating the stream to the east near the property line? Such an effort would greatly
minimize the net stream impact by making this a stream "crossing" rather than a linear fill.
Please respond within three weeks of the date of this letter by submitting this information in writing to Ken Averitte of
this office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this project
and we will consider the application as withdrawn.
NOne
hCarolma
,?17alurally
North Carolina Division of Water Quality 225 Green Street - Suite 714 Fayetteville, NC 28301-5043 Phone [phone] Customer Service
Intemet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affrmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Joseph P. Riddle
February 8, 2006
Page 2
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that the impacts requested within your application are not authorized (at this time) by the
Division of Water Quality. If you have any questions regarding this matter, or would like to set up a meeting for further
discussion, please contact Mr. Averitte at [phone], ext: 703.
Sincerely,
"j %4211.11-AD
Belinda S. Henson
Water Quality Regional Supervisor
BSH1ka
cc: Ian McMillan, 401 Wetlands Unit
Cyndi Karoly, 401 Wetlands Unit
FRO
Lillette Granade,USACE, Wilmington Regulatory Field Office
File Copy
Central Files
Jeff Nobles, Larry King and Associates
® North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
MEMORANDUM
To: Cyndi Karoly
NC DENR/DWQ
From: Steven H. Everhart, PhD
Southern Coastal Coordinator
Habitat Conservation Program
Date: February 7, 2006
RE: Riddle - Campbell Property, Cumberland Co. 401/404 Application, DWQ #
20060066
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject application for impacts to wildlife and fishery resources. Our comments are provided in
accordance with provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661 et. seq.), and Sections 401 and 404 of the Clean Water Act (as amended).
The project is located on the north side of Cliffdale Rd. (SR 1400) approximately 200 feet from its
intersection with Skibo Rd. (US 401). The property consists of approximately 2 acres of previously
disturbed land that has been reclaimed by grass, shrubs, and trees. An un-named tributary to Beaver
Creek (and thence via Rockfish Creek the Cape Fear River) crosses the southeastern corner of the
property. This stream is designated as perennial. Waters this area are classified as C by the NC
Division of Water Quality (NCDWQ).
The applicant proposes to impact approximately 0.17 acre of riparian wetland and 149 linear feet of
stream by culverting/filling to construct a commercial development including retail and office space.
The applicant proposes not to mitigate for wetland impacts but is willing to buy-in to the NC EEP, if
required to do so.
We have the following concerns/recommendations:
• This stream impact is for the purpose of providing substrate upon which to construct a
building. The culverting of this stream represents an addition to the cumulative impacts to
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]
Riddle - Campbell Property
February 7, 2006
streams in this area. We recommend further modification of the plan to eliminate the impact
altogether.
• We recommend 100 ft and 50 ft native forested buffers are maintained or created on each
side of on-site perennial and intermittent streams, respectively. The applicant indicates that
this is a perennial stream.
• We recommend on-site mitigation for stream impacts. However, if NC EEP buy-in is
accepted, we recommend purchase in the Beaver Creek/Little Rockfish Creek watershed.
We have no objection to the project provided our recommendations are included as permit
conditions. Thank you for the opportunity to review and comment on this application. If you have
any questions or require additional information regarding these comments, please call me at (910)
796-7436.
Triage Check List
Dale: l • 11 •b(0 Project Name: ?'ctrnA) i?rta,?•
DWQ#: 2006 Do(p
County: Ctti her lahc
To: ? • ARO
9-- FRO
? MRO
? RRO
Kevin B amett
Ken Averitte
Alan Johnson
Mike Horan
From: -CuYI411,(-&
? WaRO Tom Steffens and Kyle Barnes
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (9i9) 7 IS, 314 73
The file attached. Is being forwarded'io.. our for your evaluation.
Please call if you needlas 'stance.
-Stream length impacted. 14 R
. Stream determination" ? Wetland determination and distance to blue-liae surface'.waters on USFW topo maps
Minimization/avoidance issues rYt A..cf
? BufferRules'(Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
r

ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P. [phone] www.LKandA.com F. [phone]
To: US Army Corps of Engineers
Wilmington Regulatory Office
Attn: Lillette Granade
69 Darlington Avenue
Wilmington, NC 28403
From: Jeffrey A. Nobles, PE
Larry King & Associates, R.L.S., P.A.
P.O. Box 53787
1333 Morganton Road Suite 201
Fayetteville, NC 28305

2 0 0 6 0 0 6 6
Subject: Campbell Property, Cumberland County, NC
Please find attached the completed application and supplemental information requesting written
concurrence from the U.S. Army Corps of Engineers and the North Carolina Division of Water Quality
that the activities proposed below may proceed under Nationwide Permit 14.
PROJECT SUMMARY
• Project Name - Campbell Property
• Project Type - Commercial / Retail
• Owner / Applicant - Riddle Commercial Properties JAN 1 0 2006
• County - Cumberland
• Nearest Town - Fayetteville DENR - WAI LH UUAU FY
• Water Body Name - Unnamed Tributary to Beaver Creek Y''-TLNrDSRMSTOWNATERBFW"
• Basin / Sub-basin _ 03-06-15
• Stream Classification No. - 18-31-24-5
• Class - C
Please feel free to contact me at [phone] if you require further information or have any
questions.
Sincerely,
Jeffrey A. Nobles, PE
CAMPBELL PROPERTY
JEFF NOBLES
January 5, 2006
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Page 1 of 2
ENGINEERING -SURVEYING -DESIGNING -DRAFTING
Larry King & Associates, R.L.S., P.A.
P. [phone] www.LKandA.com F. [phone]
Attachments Ocopies)
• Pre-construction Notification (PCN)
• USGS Map
Cumberland County Soils Map
• Impact Map
• Overall Site Map / Stormwater Management Plan
o Including Construction Sequence
Calculations for Stormwater Measures
• Operation & Maintenance Agreement and Details
• $200 Application Fee to DWQ
CAMPBELL PROPERTY
JEFF NOBLES
January 5, 2006
Page 2 of 2
Office Use Only: Form Version May 2002
20060066
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404-Permit-- - 0 _ Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further de D l c MR n
II. Applicant Information 'J
JAN 1 0 2006
1. Owner/Applicant Information
Name: Riddle Commercial Properties y DENR -WATER DUALITY
i?N©&-AN9-ST9RI.EY.i?TEfi EIWNICH
Mailing Address: 238 North McPherson Street
Fayetteville, NC 28303
Telephone Number: 910-864-3135 Fax Number:
E-mail Address: riddlecommercialgaol.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties.. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Campbell Property
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0407-96-3695
4. Location
County: Cumberland Nearest Town: Fayetteville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Site is located on the northern
side of Cliffdale Road (SR 1400)approximately 200 feet from the intersection with Skibo
Road (US 401).
5. Site coordinates, if available (UTM )_685,259E 3,881,526N (WGS84/NAD84)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): +/- 2 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Beaver Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mapS/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing site has been previously used as storage facility,
site is overgrown with grass, shrubs and trees. Site drains into an existing ditch near the
eastern property line. Surrounding property is developed commercial or retail.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Retail
shops and parking will be constructed on the proposed site. A majority of the site is
proposed to be drained into bioretention areas sized to drain the 1 inch event. Additional
runoff will be dispersed through overflow weirs. It is anticipated that normal construction
equipment (backhoes trackhoes dozers, etc.) will be used during site construction.
Construction sequencing and specifications limit equipment use and access in proposed
bioretention areas.
11. Explain the purpose of the proposed work: Construction of retail and office space for public
use.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No previous permits have been applied for or issued for this project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: One hundred forty-nine feet of
an on-site ditch will be hardened by enclosing the ditch with concrete pipe.
2. Individually list wetland impacts below:
Page 7 of 12
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 Filling/Culvert .017 freshwater

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://,,vwNv.ferna.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.018 Acres
Total area of wetland impact proposed: 0.017 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Fill/Culvert 149 UT to Beaver Creek 4 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 149 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact )
(if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
Page 8 of 12
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Culvertin,Q of ditch is necessary to access all sides of buildings and provide required parking
spaces. Several revisions have been made to the site layout in attempt to minimize the impact to
the ditch. It was determined that the proposed plan is necessary to allow vehicular traffic,
especially delivery trucks, to the back side of the building.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 9 of 12
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http:/ih2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the impacts have been avoided and minimized to the maximum extent
practicable, we believe that no compensatory mitigation should be required. However, if
mitigation is required, we propose that payment be made to the NCEEP.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 149'
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0.017 acres
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federaUstate) land?
Yes ? No
Page 10 of 12
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier . Required
Mitigation
1 3
2 1.5
Total
• Zone 1 extends out 3U teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260. N/A
XI. Stormwater (required by DWQ)
Page 11 of 12
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing Site: 0% impervious area.
Proposed Site: 80% impervious area. Approximately 1.60 acres will drain into bioretention areas
designed to retain the volumes of the 1 inch rain event. Each bioretention area infiltrates into a
gravel bed and is carried to the storm drain through perforated PVC pipe. Please refer to the
attached calculations for additional information.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This project will tie into an existing sanitary sewer network operated by the Fayetteville Public
Works Commission.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
The proposed development would fully develop this parcel of land. No further development is
anticipated, nor is it anticipated to result in or act as a catalyst for additional development.

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
TopoZone - The Web's Topographic Map
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Soil Survey of Cumberland and
" '' a ?; UD 3 Hoke Counties
Map Sheet No. 11
D 5TREA ACT
ifs
.. O '? jr
11Q,
P S%
'R ILDING
i ' 0
1\ 'ell
' WET AND / STREAM
N BOX ,. :?. IMP ?CT #
' BEGI ; /5TKEAM IMPACT
wetland m pa ct I MAP PREPARED BY
Stream Impact = 1 49 ft LARRY KING & ASSOCIATES, R.L.S., P.A.
Wetland Impact = 745 5f 1333 MORGANTON ROAD
(Based on 5' Stream, 149' Long) FAYETTEVILLE, NC 28305
Prop. Double 48" 0 KCP (910 483-4300
GRAPHIC SCALE WETLAND IMPACTS
zo 1 0 10
20 CAMPBELL PROPERTIES
( IN FEET) DRAW BY: ion ArE• January 4, 2006
1 inch = 20 ft. CHMED BY. SCALE 1 "=20'.
1APPROVED BY. WI-1

Operations and Maintenance Agreement
For the
Campbell Property Project
Description Method Frequency Time of
Year
Soil
Inspect and Repair Visual Monthly Monthly
Erosion .
Organic Layer
Remulch any void area By hand Whenever needed Whenever
needed
Remove previous mulch By hand Once every two or Spring
layer before applying new three years
layer (optional)
Any additional mulch By hand Once a year Spring
added
Plants
Remove and replacement See planting Twice a year 3115 to 4/30 and
of all dead and diseased specifications 10/I to 11/30
vegetation considered
beyond treatment
Treat all diseased trees Mechanical or N/A Varies, but will
and shrubs by hand depend on
insect or disease
infestation
Watering plant material By hand Immediately after N/A
shall take place at the end completion of
of each day for fourteen project
consecutive days and
after planting has been
completed
Replacement of support By hand Once a year Only remove
stakes stakes in the
spring
Replace any deficient By hand Whenever needed Whenever
stakes or wires needed
Copicd from "Stormwater Best Management Practices" prepared by the N.C. Department of
Environment and natural Resources, Division of Water Quality, Water Quality Section
Published: April 1999.
O & M Agreement
For the Campbell Property Project
Page 1 of 2

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 Division of
Water Quality of any problems with the system or prior to any changes to the system or
responsible party.
Print Name: Joseph P. Riddle, III
Title: Owner
Address: 238 North McPherson Church Road, Fayetteville, NC 28303
Phone: [phone]
Signature:
Date:
011 /a.
/- S - o
Note: The legally responsible party should not be homeowners association unless
more than 50% of the lots have been sold and a resident of the subdivision has
been named president.
cn?' DIX ? QhJ a Notary Public for the State of North
Carolin , Co ty of Cur erland, do hereby certify that Joseph P. Riddle, III personally
appeared before me this 5`h day of January, 2006, and acknowledge the due execution
of the forgoing Operation and Maintenance Agreement. Witness my hand and official
seal,
s
' C P
t, ` L=
SEAL
My commission expires November 15, 2009.
O & M Agreement
For the Campbell Property Project
Page 2 of 2

CAMPBELL PROPERTY
A DEVELOPMENT
BY
RIDDLE COMMERCIAL PROPERTIES
Stormwater Calculations
CA?p0
.` Sid",
? ? ? SEAIr? ?
4.1 V V
?rN?E?•?`'???•` ?-OS-ofo
? ?iA A. t40 ``,,,•
PREPARED BY:
ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P.O. Box 53787
1333 Morganton Road, Suite 201
Fayetteville, North Carolina 28305
P. [phone] F. [phone]
www.LKandA.com

Campbell Property
Bioretention Area #1
S= 1.111 (1000/CN)-10
R/0= 0.320 inches ((P-0.2S)^2)/(P+0.8*S)
Determine Runoff Treatment Volume
CN 90: DA= 1.13 acres
P= V inches
Treatment Volume= 0.3619 ac-in 1314 cf
(RIO) *(DA)
Determine Pond Characteristics
Assumed Avg. Depth= 1.25 ft
Min. SA= 1051 sf
Volume Pro vided:
Stage Elevation Contour Incremental Total
Area Storage Storage
(ft) (ft) (so (cf) (cf)
0.00 220
0.25 0.25 877 137.125 137.125
1.25 1.25 1903 1390 1527.125
Water Drawdown
Soil Depth= 2 ft
Delta H= 3 ft Height of Treatment Volume Above Bottom of Soil Layer
SA= 2600: sf Surface Area @ Treatment Volume
K= 1.5 in/hr Soil Conductivity
Soil Type- Sandy Loam
QsoiL= 0.135 cfs DRAWDOWN RATE
Through Soil Layer
Time to Draw Water from Inundation to Saturation @ Surface
Treatment Volume= 1314 cf
T=V/Q
Ts-,= 9,764 sec 2.71 hrs
Time to Draw Water from Saturation @ Surface to Water Table
Assign Porosity for Soil Fill= 45%';
Volume= 2340 cf Volume of Water to Be Drawn
Down Through Fill Soil
T=V/Q
Ts-2= 17,391 sec 4.83 hrs
Total Drawdown Time
T=Ts-, + Ts-2
T= 27,155 sec 7.54 hrs
Sizing Underdrain Pipe
Size underdrain to carry 10*QSOIL= 1.35 cfs
Page 1 of 2
Campbell Property
Bioretention Area #1
Size underdrain
Assume n= 0.014 Slope = 0.50%
N*D= 9.74 in 16((Q*n)/(s^.5)J^(318)
Size Overflow Weir
Determine Peak flow for Drainage Area
DA= 1.13 acres Cw 3.0
1= 7.28 in/hr
C= 0.85
Q1o= 6.99 cfs
Using the Weir Equation, Determine Required
Weir Length for Maximum Allowable Depth of: 0.35ft
Min. L= 11.26 ft Q/(CW *H^1.5)
Page 2 of 2
Campbell Property
Bioretention Area #2
Determine Runoff Treatment Volume
CN=' 90 DA= 0.35 acres
....... .......
P 1 inches
S= 1.111 (1000/CN)-10
R/O= 0.320 inches ((P-0.2S)^2)/(P+0.8*S)
Treatment Volume= 0.1121 ac-in 407 cf
(RIO) *(DA)
Determine Pond Characteristics
Assumed Avg. Depth= 1, ft
Min. SA= 407 sf
Volume Provided:
Stage Elevation Contour Incremental Total
Area Storage Storage
(ft) (ft) (so (co (cf)
0.00 124
1.00 1.00 391 257.5 257.5
Water Drawdown
Soil Depth= 2 ft
Delta H= 3ft Height of Treatment Volume Above Bottom of Soil Layer
SA= 843 sf Surface Area @ Treatment Volume
K= 1.5 in/hr Soil Conductivity
Soil Type- Sandy Loam
QsoiL= 0.044 cfs DRAWDOWN RATE
Through Soil Layer
Time to Draw Water from Inundation to Saturation @ Surface
Treatment Volume= 407 cf
T=V/Q
Ts-,= 9,327 sec 2.59 hrs
Time to Draw Water from Saturation @ Surface to Water Table
Assign Porosity for Soil Fill= _ 45%
Volume= 758.7 cf Volume of Water to Be Drawn
Down Through Fill Soil
T=WQ
Ts-2= 17,391 sec 4.83 hrs
Total Drawdown Time
T=Ts-, + Ts-2
T= 26,718 sec 7.42 hrs
Sizing Underdrain Pipe
Size underdrain to carry 10*QsoiL= 0.44 cfs
Page 1 of 2
Campbell Property
Bioretention Area #2
Size underdrain
Assume n= 0.014 Slope = 0.50%
N*D= 6.39 in 16((Q*n)/(s^.5)]^(3/8)
Size Overflow Weir
Determine Peak flow for Drainage Area
DA= 0.35 acres CW= 3.0
1= 7.28 in/hr
C= 0.85
Q1o= 2.17 cfs
Using the Weir Equation, Determine Required
Weir Length for Maximum Allowable Depth of: 0.33 ft
L= 3.81 ft Q/(CW*H^1.5)
Page 2 of 2
DA 3 channel.txt
Drainage Area #3
Channel calculator
site Runoff calculations:
C=0.85 (Runoff Coefficient)
I=7.28 in/hr (Rainfall Intensity->10yr, 5 min.)
A=0.35 acres (Drainage Area)
Q=CIA = (0.85)(7.28 in/hr)(0.35 acres) = 2.17 cfs
Given Input Data:
Shape .......................
solving for .....................
Slope ........................
Manning's n .....................
Depth ...........................
Height .....................
Bottom width ....................
Left slope ......................
Right slope .....................
Trapezoidal
Flowrate
0.0050 ft/ft
0.0350
24.0000 in
24.0000 in
0.0000 in
0.3330 ft/ft (V/H)
0.3330 ft/ft (V/H)
Computed Results:
Flowrate ........................
velocity ........................
Full Flowrate ...................
Flow area .....................
Flow perimeter ..................
Hydraulic radius ................
Top width .......................
Area ...........................
Perimeter ....................
Percent full ....................
34.8199 cfs
2.8988 fps < 4 fps, OK for grass
34.8199 cfs > 2.17 cfs , OK
12.0120 ft2
151.9261 in
11.3853 in
144.1441 in
12.0120 ft2
151.9261 in
100.0000 %
Critical Information
critical depth .................. 18.3483 in
critical slope .................. 0.0209 ft/ft
critical velocity ............... 4.9596 fps
critical area ................... 7.0207 ft2
Critical
i
i
l perimeter ..............
d 116.1492 in
cr
t
ca hy
raulic radius ....... 8.7042 in
critical top width .............. 110.1998 in
specific energy ................. 2.1306 ft
minimum energy .................. 2.2935 ft
Froude n umber ................... 0.5110
Flow con dition .................. subcritical
Page 1

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 200 600 66
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further de o lftdle c here: ?
II. Applicant Information (90 W@ D
JAN 1 0 2006
1. Owner/Applicant Information
Name:_ Riddle Commercial Properties 15 DENR. WAIEF? QUALITY 6?4 NCO) R, Mailing Address: 238 North McPherson Street 'n ewwcN
Fayetteville, NC 28303
Telephone Number: 910-864-3135 Fax Number:
E-mail Address: riddlecommercialnaol.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Campbell Property
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0407-96-3695
4. Location
County: Cumberland Nearest Town: Fayetteville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Site is located on the northern
side of Cliffdale Road (SR 1400)approximately 200 feet from the intersection with Skibo
Road (US 401).
5. Site coordinates, if available (UTM )_685,259E 3,881,526N (WGS84/NAD84)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): +/- 2 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Beaver Creek
8. River Basin: Cane Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/mays/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing site has been previously used as storage facility
site is overgrown with grass, shrubs and trees. Site drains into an existing ditch near the
eastern property line. Surrounding property is developed commercial or retail.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Retail
shops and parking will be constructed on the proposed site. A majority of the site is
proposed to be drained into bioretention areas sized to drain the 1 inch event. Additional
runoff will be dispersed through overflow weirs. It is anticipated that normal construction
equipment (backhoes trackhoes dozers, etc.) will be used during site construction.
Construction sequencing and specifications limit equipment use and access in proposed
bioretention areas.
11. Explain the purpose of the proposed work: Construction of retail and office space for public
use.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No previous permits have been applied for or issued for this project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: One hundred forty-nine feet of
an on-site ditch will be hardened by enclosing the ditch with concrete pipe.
2. Individually list wetland impacts below:
Page 7 of 12
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 Filling/Culvert .017 freshwater

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://ivww.fema.cov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.018 Acres
Total area of wetland impact proposed: 0.017 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Fill/Culvert 149 UT to Beaver Creek 4 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usus.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 149 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
Page 8 of 12
F List each impact senaratelv and identifv temoorarv impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Culverting of ditch is necessary to access all sides of buildings and provide required parking
spaces. Several revisions have been made to the site layout in attempt to minimize the impact to
the ditch. It was determined that the proposed plan is necessary to allow vehicular traffic,
especially delivery trucks, to the back side of the building.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 9 of 12
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwet]ands/strmgide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the impacts have been avoided and minimized to the maximum extent
practicable, we believe that no compensatory mitigation should be required. However, if
mitigation is required, we propose that payment be made to the NCEEP.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 149'
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0.017 acres
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
Page 10 of 12
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260. N/A
XI. Stormwater (required by DWQ)
Page 11 of 12
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing Site: 0% impervious area.
Proposed Site: 80% impervious area. Approximately 1.60 acres will drain into bioretention areas
designed to retain the volumes of the 1 inch rain event. Each bioretention area infiltrates into a
gravel bed and is carried to the storm drain through perforated PVC pipe. Please refer to the
attached calculations for additional information.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This project will tie into an existing sanitary sewer network operated by the Fayetteville Public
Works Commission.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
The proposed development would fully develop this parcel of land. No further development is
anticipated, nor is it anticipated to result in or act as a catalyst for additional development.
:Jo sy k ?°• ?'?.Q I?
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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{ YI w ©,+ Hoke Counties
pip"r 4?vr(JI r? ??G PYP '' 1 ? ?,rc t ) G -?L1.,:
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-
D STREA ACT
SH OP S.4
C/L TREAM
R ILDING
# '
vv ?r O
f WET AN D / STREAM
N BOX IMP LT #
BEGI "STREAM IMPACT
wetland Impact MAP PREPARED BY
Stream Impact = 1 49 ft LARRY KING & ASSOCIATES, R.L.S, P.A.
Wetland Impact = 745 5f 1333 MORGANTON ROAD
(Based on 5Stream, 149' Long) FAYETTEVILLE,, NC 28305
Prop. Double 48" 0 -RCP [phone]
GRAPHIC SCALE WETLAND IMPACTS
zo 0 'i 20 CAMPBELL PROPERTIES
( IN FEET) DR44N BY' jan ]DAM January 4, 2006
1 inch = 20 ft. CHECKED BY.- SCALE.' 1 " 20 '
APPROVED BY: WI-1
1
Operations and Maintenance Agreement
For the
Campbell Property Project
Description Method Frequency Time of
Year
Soil
Inspect and Repair Visual Monthly Monthly
Erosion .
Organic La er
Remulch any void area By hand Whenever needed Whenever
needed
Remove previous mulch By hand Once every two or Spring
layer before applying new three year,,
layer v tional
Any additional mulch By hand Once a year Spring
added
Plants
Remove and replacement See planting Twice a year 3115 to 4/30 and
of all dead and diseased specifications loll to 11130
vegetation considered
beyond treatment
Treat all diseased trees Mechanical or NIA Varies, but will
and shrubs by hand depend on
insect or disease
infestation
Watering plant material By hand Immediately after NIA
shall take place at the end completion of
of each day for fourteen project
consecutive days and
after planting has been
completed
Replacement of support By hand Once a year Only remove
stakes stakes in the
spring
Replace any deficient By hand Whenever needed Whenever
stakes or wires needed
Copied from "Stormwater Best Management Practices" prepared by the N.C. Department of
Environment and natural Resources, Division of Water Quality, Water Quality Section
Published: April 1999.
0 & M Agreement
For the Campbell Property Project
Page 1 of 2

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 Division of
Water Quality of any problems with the system or prior to any changes to the system or
responsible party.
Print Name: Joseph P. Riddle, III
Title: Owner
Address: 238 North McPherson Church Road, Fayetteville, NC 28303
Phone: [phone]
Signature:
Date: ?/ I - '5- - 0 6
Note: The legally responsible party should not be homeowners association unless
more than 50% of the lots have been sold and a resident of the subdivision has
been named president.
L , &QQh 1 a Notary Public for the State of North
Carolin , Co ty of Cu Berland, do hereby certify that Joseph P. Riddle, III personally
appeared before me this 5th day of January, 2006, and acknowledge the due execution
of the forgoing Operation and Maintenance Agreement. Witness my hand and official
seal,
L c.
' 4 i?r?lr Gy`? ??:
"'fetes
SEAL
My commission expires November 15, 2009.
O & M Agreement
For the Campbell Property Project
Page 2 of 2
a
CAMPBELL PROPERTY
A DEVELOPMENT
BY
RIDDLE COMMERCIAL PROPERTIES
Stormwater Calculations
iH Ay
? A r
/-OS-00
'A.t
111161
PREPARED BY:
ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P.O. Box 53787
1333 Morganton Road, Suite 201
Fayetteville, North Carolina 28305
P. [phone] F. [phone]
www.LKandA.com
Campbell Property
Bioretention Area #1
Determine Runoff Treatment Volume
CN= 90 DA 1.13 acres
P= 1 inches
S= 1.111 (1000/CN)-10
R/0= 0.320 inches ((P-0.2S)^2)/(P+0.8*S)
Treatment Volume= 0.3619 ac-in 1314 cf
(RIO) *(DA)
Determine Pond Characteristics
Assumed Avg. Depth= 1.25 ft
Min. SA= 1051 sf
Volume Provided:
Stage Elevation Contour Incremental Total
Area Storage Storage
(ft) (ft) (so (cf) (cf)
0.00 220
0.25 0.25 877 137.125 137.125
1.25 1.25 1903 1390 1527.125
Water Drawdown
Soil Depth= Z ft
Delta H= 3: ft Height of Treatment Volume Above Bottom of Soil Layer
SA= 2600sf Surface Area @ Treatment Volume
K= 1.5 in/hr Soil Conductivity
Soil Type- Sandy Loam
QsoiL= 0.135 cfs DRAWDOWN RATE
Through Soil Layer
Time to Draw Water from Inundation to Saturation @ Surface
Treatment Volume= 1314 cf
T=V/Q
Ts-,= 9,764 sec 2.71 hrs
Time to Draw Water from Sat
Assign Porosity for Soil Fill=
Volume= 2340 cf
T=V/Q
Ts-2= 17,391 sec
uration @ Surface to Water Table
45%;
Volume of Water to Be Drawn
Down Through Fill Soil
4.83 hrs
Total Drawdown Time
T=Ts., + Ts-2
T= 27,155 sec 7.54 hrs
Sizing Underdrain Pipe
Size underdrain to carry 10*QSOIL = 1.35 cfs
Page 1 of 2
Campbell Property
Bioretention Area #1
Size underdrain
Assume n= 0.014 Slope 0.50%
N*D= 9.74 in 16[(Q*n)/(s".5)]^(3/8)
Size Overflow Weir
Determine Peak flow for Drainage Area
DA= 1.13 acres Cw 3.0
1= 7.28 in/hr
C= 0.85
Quo= 6.99 cfs
Using the Weir Equation, Determine Required
Weir Length for Maximum Allowable Depth of: 0.35 ft
Min. L= 11.26 ft Q/(CW "H"1.5)
Page 2 of 2
Campbell Property
Bioretention Area #2
Determine Runoff Treatment Volume
CN= 90 DA=' 0.35 acres
P= 1inches
S= 1.111 (1000/CN)-10
R/0= 0.320 inches ((P-0.2S)^2)1(P+0.8'S)
Treatment Volume= 0.1121 ac-in 407 cf
(R(O) *(DA)
Determine Pond Characteristics
Assumed Avg. Depth= 1 ft
Min. SA= 407 sf
Volume Provided:
Stage Elevation
(ft) (ft)
0.00
1.00 1.00
Contour Incremental Total
Area Storage Storage
(so (cf) (cf)
124
391 257.5 257.5
Water Drawdown
Soil Depth= 2' ft
Delta H= 3' ft Height of Treatment Volume Above Bottom of Soil Layer
SA= 843 sf Surface Area @ Treatment Volume
K= 1.5 in/hr Soil Conductivity
Soil Type- Sandy Loam
QsoO 0.044 cfs DRAWDOWN RATE
Through Soil Layer
Time to Draw Water from Inundation to Saturation @ Surface
Treatment Volume= 407 cf
T=V/Q
Ts-,= 9,327 sec 2.59 hrs
Time to Draw Water from Saturation @ Surface to Water Table
Assign Porosity for Soil Fill= 45W
Volume= 758.7 cf Volume of Water to Be Drawn
Down Through Fill Soil
T=V/Q
Ts-2= 17,391 sec 4.83 hrs
Total Drawdown Time
T=Ts-I + Ts-2
T= 26,718 sec 7.42 hrs
Sizing Underdrain Pipe
Size underdrain to carry 10`QsoiL = 0.44 cfs
Page 1 of 2
Campbell Property
Bioretention Area #2
Size underdrain
Assume n= 0.014 Slope = 0.50%
N`D= 6.39 in 16((Q*n)/(s^.5)J^(318)
Size Overflow Weir
Determine Peak flow for Drainage Area
DA= 0.35 acres Cw 3.0
1= 7.28 in/hr
C= 0.85
Q1o= 2.17 cfs
Using the Weir Equation, Determine Required
Weir Length for Maximum Allowable Depth of:
0.33 ft
L= 3.81 ft Q/(C,,-H^1.5)
Page 2 of 2
DA 3 channel.txt
Drainage Area #3
channel calculator
site Runoff calculations:
C=0.85 (Runoff Coefficient)
I=7.28 in/hr (Rainfall Intensity->10yr, 5 min.)
A=0.35 acres (Drainage Area)
Q=CIA = (0.85)(7.28 in/hr)(0.35 acres) = 2.17 cfs
Given Input Data:
shape .......................
solving for .....................
slope ........................
manning's n .....................
Depth ...........................
Height .....................
Bottom width ....................
Left slope ......................
Right slope .....................
Trapezoidal
Flowrate
0.0050 ft/ft
0.0350
24.0000 in
24.0000 in
0.0000 in
0.3330 ft/ft CV/H)
0.3330 ft/ft (V/H)
Computed Results:
Flowrate ........................
velocity ........................
Full Flowrate ...................
Flow area .......................
Flow perimeter ..................
Hydraulic radius ................
Top width .......................
Area ............................
Perimeter ....................
Percent full ....................
34.8199 cfs
2.8988 fps < 4 fps, OK for grass
34.8199 cfs > 2.17 cfs , OK
12.0120 ft2
151.9261 in
11.3853 in
144.1441 in
12.0120 ft2
151.9261 in
100.0000 %
critical Information
critical depth .................. 18.3483 in
critical slope .................. 0.0209 ft/ft
critical velocity ............... 4.9596 fps
critical area ................. 7.0207 ft2
Critical
i
i
l perimeter ..............
d 116.1492 in
cr
t
ca hy
raulic radius ....... 8.7042 in
critical top width .............. 110.1998 in
specific energy ................. 2.1306 ft
minimum energy .................. 2.2935 ft
Froude n umber ................... 0.5110
Flow con dition .................. subcritical
Page 1
RIDDLE COMMERCIAL PROPERTIES, INC. NCQUAL NC DIVISION OF WATER QUALITY
DATE INVOICE NO DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE
1-05-06 010506 CLIFFDALE & SKIBO 200.00 200.00
I,? /OE
CHEC
K 1-06-06
I

HECK
24
I

OTAL> 200.00

00.00
DATE N
UMBER
PLEASE DETACH AND RETAIN FOR YOUR RECORDS
ENGINEERING • SURVEYING • DESIGNING • DRAFTING
Larry King & Associates R.L.S., P.A.
Post Office Box 53787
1333 Morganton Road, Suite 201
Fayetteville, North Carolina 28305
[phone] • Fax: [phone]
www.LKandA.com
JEFFREY A. NOBLES, E.I.
Project Manager
E-mail: [e-mail]
(z i
1 1 I
LEGEND ~ I
EXISTING PROPOSED ~ ~ i
DENOTES REBAR OR BREAK IN LINE 0
CONCRETE MONUMENT ? 1
1 WATER METER ¦
~ GATE VALVE D4 1
o ~ ~ WATER LINE -Ex. w- -w-
o FIRE HYDRANT 1 1
1
SITE I \ j SANITARY SEWER MANHOLE ~S~ SQ 1 1
~IIFFDAI ~ ~ i E Roq SANITARY SEWER CLEAN OUT • 1
140p 1
,4~ ; CATCH BASIN 1 1
i i % / ~~.BY ~ DROP INLET ? ? i ~
~ STORM DRAIN MANHOLE ~D~ '1/tn/~11 J / ~ / ~
/ ~
i TOP SANITARY SEWER CLEAN OUT / ~ / \
/ \
INVERT SANITARY SEWER CLEAN OUT / \ / \ ~
/ y~ A
~ I ~
NOTE -ALL PROPERTY CORNERS ~ ~ ~ ~ ~ , ~
DISTINGUISHED BY REBAR / ~ ~ ~
UNLESS OTHERWISE NOTED. / ~ ~ ~ i ~
VICI(JITY MAP NTS / / ~ ~ \ i \ ~
~ \ \ \
/ / i ~ ~ ~ ~ ~ EXIST. DI ~
CONSTRUTION SEQUENCE FOR BIORETENTION AREAS SOIL SPECIFICATIONS for BIORETENTION AREAS / i ~ ~ ~
~ NOTE: BIORETENTION AREAS SHALL NOT BE THE BIORETENTION AREAS SHALL CONSIST OF A ~
CONTRUCTED AND MAY NOT RECEIVE RUN-OFF PLANTING SOIL HAVING A COMPOSITION OF AT LEAST 10 / Q - CAMPBELL PROPERTIES ~ \ `3 \ C~0 MARVIN POER ~ CORAN ~
UNTIL THE ENTIRE CONTRIBUTING AREA TO THE TO 25 PERCENT CLAY AND SHALL BE OF A SANDY LOAM OR ~ l., ~ A 4~ 0 0407-96-399 i ~ \
STRUCTURE HAS RECEIVED FINAL LOAMY SAND TEXTURE. LOAMY SOILS MAY ME UTILITZED ~ 1 1 \ \
STABILIZATION. FOR THE PLANTING SOIL BUT MUST CONSIST OF 35 ~i ' ~ \ ~ \
1 AREAS 1 & 2 ARE TO BE USED AS SEDIMENT TRAPS PERCENT SAND. IN ADDITION THE FURNISHED PLANTING C Q- DURING SITE CONSTRUCTION. TRAPS SHALL BE SOIL SHALL BE OF UNIFORM COMPOSITION, FREE OF Q \ 1 \ Q ~ ~
EXCAVATED AS SHOWN ON EROSION CONTROL PLAN. ALL STONES, STUMPS, ROOTS OR SIMILAR OBJECTS LARGER j l~ ~ 1
OTHER SPECIFIED EROSION CONTROL MEASURES SHALL THAN ONE INCH, BRUSH, OR ANY OTHER MATERIAL OR \ ~
BE INSTALLED. SUBSTANCE WHICH MAYBE HARMFUL TO PLANT GROWTH, \ ~ A ~ ~ ~ ~ ~
2) INSTALL OVERFLOW PIPE AND STRUCTURES. OR A HINDRANCE TO PLANTING OR MAINTENANCE. ~ ~ \
3) AFTER BUILDING SLABS HAVE BEEN CONSTRUCTED, CURB ~ 1 IN TALLED AND THE STONE BASE THE PLANTING SOIL SHALL BE FREE OF PLANTS OR PLANT ~ V ~ ~ ~ ~ \ ~ ~ 4 WIDE ~ v ~
AND GUTTER HAS BEEN S / COURSE FOR THE PARKING AREAS HAS BEEN LAYED, PARTS OF BERMUDA GRASS, QUACK GRASS, JOHNSON ' ~ ~ ~ ~ ~ C RB CUT ~
GRASS MUGWORT NUTSEDGE POISON IVY CANADIAN x4 OPEN THROAT FINAL EXCAVATION CAN BEGIN TO THE SPECIFIED / i'HROAT ~ ~
A BIORETENTION AREA. THE FINAL THISTLE OR OTHERS AS SPECIFIED. THE PLANTING SOIL DROP INLET SUBGRADE FORE CH ~ ~ ~ ~P INLET ~ ~ ~
EXCAVATION SHOULD REMOVE ALL ACCUMULATED SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO ~ v ~ ~
SEDIMENT. RELATIVELY LIGHT TRACKED EQUIPMENT IS PLANT GROWTH. ~ l ~ ~ ~ ~ ~ o ~ ~
RECOMMENDED FOR THIS OPERATION TO AVOID ~ , ~ ~ ~ ~ BIO-RETE TION AREA #2 ! ~
COMPACTION OF THE BASIN FLOOR. COMPACTION WILL THE PLANTING SOIL SHALL BE TESTED AND MEET THE ; ~ BIO-BETE SIGNIFICANTLY CONTRIBUTE TO DESIGN FAILURE. FOLLOWING CRITERIA: j ~ \ ~ \ SEE DETAILS ~ , ~ ~
/ / ~ ~ / 4) INSURE THAT EROSION CONTROL MEASURES ARE ~ ~ ~ ~ ~ ~ ~ ~ ~ v
INSTALLED TO PREVENT RUNOFF FROM DIRECTLY pH RANGE 5.5-6.5 / ~ ~ ~ " ~
ENTERING BIORETENTION AREAS. ORGANIC MATTER 1.5-3.0% / ~ YONG NIM SFl~IF( G NIM S ~IFOR ~ ~ ~ i ~ ~ Q ~ ~ ~ ~
A HI EL PL W RIPPER OR SUBSOILER TILL THE MAGNESIUM-M 35 Ibslacre / ~ G' 0407--9,6- X114 5) USING C S 0 9 / ~j ,-°,6 ~I14 2i
T NTI N AREA TO A DEPTH OF PHOSPHORUS-P205 100 Ibslacre ~ ~ ~ SUBGRADE OF THE BIORE E 0 / ~ AT LEAST 12 INCHES. SUBSTITUTE METHODS MUST BE POTASSIUM-K20 851bslacre / ~ / ~ ~ - ~ l / ~ ~
tt x PP / ~ ' APPROVED BY THE ENGINEER. PUMP ANY PONDED SOLUBLE SALTS no o e ceed 500 M / ~Q ED~~ ~ ~p
WATER BEFORE ROTOTILLING THE SUBGRADE. / / / q ~ ~ M ' ~ 20 ~~S ~ RIP~4P _
THE FOLLOWING TESTING FREQUENCIES SHALL APPLY TO % ~ ~ 5) INSTALL PERFORATED PVC UNDERDRAIN PIPES AND / l c~ ~ ~ , ~ ' ~ - - - r~ ~ ry ~ , ~ APRQN ~
GRAVEL BED. UNDERDRAINS ARE TO BE PLACED ON A 3' THE ABOVE SOIL CONSTITUENTS: ~ J B ILDI ~ -27 g N / ~ ~
WIDE SECTION OF FILTER FABRIC THEN GRAVEL BED N ~ ~ V ~ ~ , ' /
INSTALLED. 1) pH, ORGANIC MATTER:1 TEST PER 90 CUBIC ~ _ t `ti 6 BACKFILL TOPSOIL IN LIFTS 12" T018". DO NOT USE YARDS, BUT NOT LESS THAN 1 TEST PER / ' ~ ~
HEAVY EQUIPMENT WITHIN THE BIORETENTION AREA. BIORETENTION AREA / ~ , ~ ~ a Es
2 MAGNESIUM, PHOSPHORUS, POTASSIUM, / HEAVY EQUIPMENT CAN BE USED AROUND THE ) ~ ' ~ ~ i ~ - ~ 1A LAR DITC
SOLUBLE SALTS:1 TEST PER 500 CUBIC YARDS / ~ PERIMETER OF THE BASIN TO SUPPLY SOILS. GRADE / ~ ~ ~ ~ _ 6' \ © ~ - i ' V ~ ~ _ _ S~0 , f g ~X. s ~ wq _ ~ D ~ , 2 FT;
BIORETENTION MATERIALS WITH LIGHT EQUIPMENT SUCH BUT NOT LESS THAN 1 TEST PER BORROW / ~ ~k P,S~ ~ i ~ ~ ~ ~ ~ S SLOPE-3(H):1(V)
AS A COMPACT LOADER OR A DOZERlLOADER WITH SOURCE / ~ AR H TRACKS. 3) ONE GRAIN SIZE ANALYSIS SHALL BE ~ M S
7) INSTALL MULCH AND PLANTS. PERFORMED PER 90 CUBIC YARDS OF ~ ~ OPEi0.5 /a ~ r ~ ~ ~
8) EROSION CONTROL MEASURES TO BE REMOVED AS PLANTING SOIL, BUT NOT LESS THAN 1 TEST I ~ ~ ~
N THE EROSION CONTROL PLAN. PER BIORETENTION AREA / ' SPECIFIED 0 ~9 ' f~ SEX. 36" CP ~ `(A ~ ~ ~ ~
~ ' ~ ~ ~ 3 ~ ~ 1 \ Sp ; ~ ,'ROP. HEAD 'LL
A MULCH LAYER SHALL BE PROVIDED ONTOP OFTHE / PLANTING SOIL. AN ACCEPTABLE MULCH LAYER SHALL / S, Q
INCLUDE SHREDDED HARDWOOD OR SHREDDED WOOD / 1~ ~ ~ Q
CHIPS OR OTHER SIMILAR MATERIAL. / ~ \ SP / ~ ~ ~ qcE s ~
~ ~ , Q 2 / A (
IL HALL BE PLACED IN LAYERS LESS THAN 18 XIST. BRICK BLDG. SO S ~ I ~ ~ ~ ~ ~ ~ A~ ` A :b~° ~ ~ ~
INCHES AND LIGHTLY COMPACTED MINIMAL - ~ I - / ~ I
COMPACTIVE EFFORT) BY TAMPING WITH A BUCKET I 22 ~ FROM A DOZOR OR A BACKHOE. ~1' ~ - i ~ ~ 0~~ I ~ R o
I ~ % i ~ ~ ~ ~ ~ ~ ~ ~ ~ OAR ~ ~ Q ~1
i, V ~ ~ ~ ~ j ~ ILDIN
MULCH LAYER GUIDELINES I I ~ ~ Sp ~ ~
~ I THE MULCH LAYER ;iriALL ..ONSIST OF EITHER A STANDARD ~ V C N 1 ~ Q
LANDSCAPE FINE SHREDDED HARDWOOD MULCH OR I
SHREDDED HARDWOOD CHIPS. MULCH SHALL BE FREE OF I ~h ~Spq ~ ~ ~ i % Q) v ~J CF ~ ~ ~ b~
WEED SEEDS, SOIL, ROOTS, OR ANY OTHER SUBSTANCE NOT ~ , I ~ T'~ S ~ ~ ~ " i D ~ ~ ~ ~ Q
CONSISTING OF EITHER BOLE OR BRANCH WOOD AND BARK. I _ _ ~ ~ / 10 E _ - ~
PROPOSED SIG _ _ _ - _ _ ~ THE MULCH SHALL BE UNIFORMLY APPLIED APPROXIMATELY 2 - - ~ 15 P - , ~ ; CRC 4~, WI E ; ~ ~ - N,'I ~ 2006 4
g TO 3 INCHES IN DEPTH. _ _ _ ~ - ` ' ~ d u~B c T /
- t:15~~ WET AID 1 ~RUA~~~~, 1St: ~ ~ ' TE
PLANT SELECTION - - R 15 R ~ A 9RANCH / ~
DROR tNtf ~ - uNCTIONeox IMP ,CT #
LANDSCAPINGPLAN BY OTHERS.
PLANTS SELECTED SHOULD BE ABLE TO TOLOERATE URBAN 4x4 OPEN THROA ! - -
STRESSES SUCH AS POLLUTANTS, VARIABLE SOIL MOISTURE DROP INLET o ~ r ,
AND PONDING FLUCTUATIONS. a U ~ TOP-215.00 I~EADWALL ~ -
4 x AT ~ ; - -
in BIO-RETENTION AREA #4 DROP INL ~ ~ °
SIZE VARIES ~ ai ~ SEE DETAILS I ~ TOP-215.00
X W Q Q
//j//%// . . ~ ~cN ~ W ~p MU ~ ~ . 3 0~0 ; , ~ ~U -
ro
a RIGHT OF WAY VARI ~
~ ~ //\\//\\/j\\ ~ . ~ ~ //j//j//j// ES ~ k ~
~ 2' DEEP ~ ~
. ~ ; SAND BED ~ ~ ~ Stormwater Mana ement Plan ENGINEERING -SURVEYING • DESIGNING -DRAFTING
. . . /j/\//\ ~ /\\j\\j\\ REVISIONS g
. ~ ; ~ , 1' DEEP ` ~ ~ ` 1 ~ ` j ~ 1 T 1 j for ' arr In & ssocla es . .
~ I I ~ I ' I'~- I I GRAVEL BED'S - P.O. Box 53787
1333 Morganton Road, Suite 201
N,~yX~ /N sI vNYNy Ny Ny, yvY~Ny~Ny~~~~~ GRAPHIC SCALE ~E Fayetteville, North Carolina 28305
,20 P. [phone] F. [phone]
6" PERFORATED PVC PIPE @ 0.5% 30 0 15 30 60 TOWNSHIP: COUNTY: CUMBERLAND www.LKandA.com
PRELAWINARY TYPICAL CROSS SECTION
r For FOR BIORETENTION AREAS ?\j~~ r _ `)I A ( IN FEET ) SIAM NORTH CAROLINA DATE: 12/29/2005 SURVEYED BY: N/A FIELD BOOK: N/A
NTS SCALE: 1"=30' DRAWN BY: pdm/jan FILE REF. K\SDSK\JRCLIFSK
structim i 1 inch = 30 ft. .gin PROPERTY OF: RIDDLE COMMERCIAL PROPERTIES CHECKED & CLOSURE BY: N/A
DRAWING NO. Of 16

LEGEND i
I
I EXISTING PROPOSED I ~
DENOTES REBAR OR BREAK IN LINE ~ ~ I~
CONCRETE MONUMENT
WATER METER ¦
GATE VALVE Da N
° WATER LINE -Ex. w- -w- o
FIRE HYDRANT ~ ~
SITE i ~ ~ ~
I SANITARY SEWER MANHOLE S QS ~r CUFFpgL I
E Ro ~ ITARY SEWER CLEA OUT • t4 qo , SAN N 00 ,1
~ ~ ~ CATCH BASIN
0 , 4 ; g`( , DROP INLET ? ?
STORM DRAIN MANHOLE ~D~ Q

TOP SANITARY SEWER CLEAN OUT
INVERT SANITARY SEWER CLEAN OUT
~ ~
NOTE -ALL PROPERTY CORNERS
DISTINGUISHED BY REBAR ~
UNLESS OTHERWISE NOTED. / ~ ~
N TS 1/ICINITY MAP
/ I ~ ~
/ i ~ ~ ~
UENCE FOR BIORETENTION AREAS SOIL SPECIFICATIONS for BIORETENTIONAREAS / CONSTRUTION SEQ , ~ / EXIST. DI ~
~ ~1 ~ ~ '
NOTE: BIORETENTION AREAS SHALL NOT BE THE BIORETENTION AREAS SHALL CONSIST OF A ~ CONTRUCTED AND MAY NOT RECEIVE RUN-OFF PLANTING SOIL HAVING A COMPOSITION OF AT LEAST 10 ! ~ Q CAMPBELL PROFtRTI~S C 0 MARVIN POER & CORAN ~
fir, AREA TO THE TO 25 PERCENT CLAY AND SHALL BE OF A SANDY LOAM OR ~ UNTIL THE ENTIRE CONTRIBUTING ~ ~ ~ ~ oo 0407-96-3991 ~
STRUCTURE HAS RECEIVED FINAL LOAMY SAND TEXTURE. LOAMY SOILS MAY ME UTILITZED x~; i ~ ~ - ~
STABILIZATION. FOR THE PLANTING SOIL BUT MUST CONSIST OF 35 0 ~ ~
1 AREAS 1 & 2 ARE TO BE USED AS SEDIMENT TRAPS PERCENT SAND. IN ADDITION, THE FURNISHED PLANTING Q- ~ ~ Q - F
DURING SITE CONSTRUCTION. TRAPS SHALL BE SOIL SHALL BE OF UNIFORM COMPOSITION, FREE OF i ~ STONES STUMPS ROOTS OR SIMILAR OBJECTS LARGER ~ A ~ ~ ~ 1
EXCAVATED AS SHOWN ON EROSION CONTROL PLAN. ALL MEASURES SHALL THAN ONE INCH, BRUSH, OR ANY OTHER MATERIAL OR I OTHER SPECIFIED EROSION CONTROL ~ I
BE INSTALLED. SUBSTANCE WHICH MAYBE HARMFUL TO PLANT GROWTH,
OR A HINDRANCE TO PLANTING OR MAINTENANCE. 2) INSTALL OVERFLOW PIPE AND STRUCTURES. % ~ ~ ~ ~ ~ ~ ~ \ ~ ~
3 AFTER BUILDING SLABS HAVE BEEN CONSTRUCTED, CURB ~ ) ~ ~ . ~ ~ 4 WIDE ~
AND GUTTER HAS BEEN INSTALLED AND THE STONE BASE THE PLANTING SOIL SHALL BE FREE OF PLANTS OR PLANT ~ ~ ~ \ o ~
R E FOR THE PARKING AREAS HAS BEEN LAYED, PARTS OF BERMUDA GRASS, QUACK GRASS, JOHNSON ' ' cou s ~ 'x~' OPEN,THROAT ' ~ ~ CURB CUT - ~ ~ I :N,THROAT ~ ~ ~ ~ , ~ ~
FINAL EXCAVATION CAN BEGIN TO THE SPECIFIED GRASS, MUGWORT, NUTSEDGE, POISON IVY, CANADIAN ~ p p SUBGRADE FOR EACH BIORETENTION AREA. THE FINAL THISTLE OR OTHERS AS SPECIFIED. THE PLANTING SOIL RO INLET ROP INLET ~ ~ ~
UMULATED SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO i~~ EXCAVATION SHOULD REMOVE ALL ACC
LATIVELY LIGHT TRACKED EQUIPMENT IS PLANT GROWTH. ' ~ SEDIMENT. RE r i j o
RECOMMENDED FOR THIS OPERATION TO AVOID \ A BIO-RETENTION AREA #2 -
THE PLANTING SOIL SHALL BE TESTED AND MEET THE ~ ' j ~ BIO-RE COMPACTION OF THE BASIN FLOOR. COMPACTION WILL `7 FAILURE. FOLLOWING CRITERIA: ~ ! ~ ' l~ I ~ ~ ~ ~ ~ SEE DETAILS
SIGNIFICANTLY CONTRIBUTE TO DESIGN ~ 4 INSURE THAT EROSION CONTROL MEASURES ARE ~ ~ ~
INSTALLED TO PREVENT RUNOFF FROM DIRECTLY pH RANGE 5.5-6.5 - - A~ '~A ~ u'
ENTERING BIORETENTION AREAS. ORGANIC MATTER 1.5-3.0% /i r i; YONG NIM S/A' ONG NIM S ~IFOR ~ ~ ~ ~ ~ ~ ~ - i Q ~ ~ ~ ~ ~
PLOW RIPPER OR SUBSOILER TILL THE MAGNESIUM-Mg 351bslacre I~ ~ 0407;-`~,6- 'I 5} USING A CHISEL / ~ ~ ~j 407~D,6- 'l14 ~ ~ l~ 2i ~ ~ - I ~ ~~~~;~00~ ~ SQ:~ _F i
SUBGRADE OF THE BIORETENTION AREA TO A DEPTH OF PHOSPHORUS-P205 100 Ibslacre / h ~ S IUM-K20 851bslacre / ~ ~ l ~ ~
T LEAST 12 INCHES. SUBSTITUTE METHODS MUST BE POTA S A / NEER. PUMP ANY PONDED SOLUBLE SALTS not to exceed 500 PPM j l ` - ' ~ 4' WIDE U -CU 2 P~ROP~O~~ED~
APPROVED BY THE ENGI / / WATER BEFORE ROTOTILLING THE SUBGRADE. ' /
THE FOLLOWING TESTING FREQUENCIES SHALL APPLY TO / ~ I ~ 5) INSTALL PERFORATED PVC UNDERDRAIN PIPES AND i ~ K
~ I ~ . UNDERDRAINS ARE TO BE PLACED ON A 3' THE ABOVE SOIL CONSTITUENTS: ~ ~ ~ ! ` ' GRAVEL BED r ~ B ILDI G ~ ~
WIDE SECTION OF FILTER FABRIC, THEN GRAVEL BED / N 1) pH, ORGANIC MATTER:1 TEST PER 90 CUBIC ~ _ ~ c? ~ ~
INSTALLED. B T NOT LESS THAN 1 TEST PER /
6} BACKFILL TOPSOIL IN LIFTS 12 T018 . DO NOT USE YARDS, U _ ELATION AREA 'I_ HEAVY EQUIPMENT WITHIN THE BIORETENTION AREA. BIORET / i 3 60 ~ S ~ ~ Q ;FL_ o . - - I s : NED
2 MAGNESIUM PHOSPHORUS POTASSIUM / , ~ ~ HEAVY EQUIPMENT CAN BE USED AROUND THE ) _ / ~ ,i / ~ l
PERIMETER OF THE BASIN TO SUPPLY SOILS. GRADE SOLUBLE SALTS:1 TEST PER 500 CUBIC YARDS, / / ~ ~ ti, ,2 Pf~OPOS~D T IA ,~~1LAR DITc \ x- s, ,SNOP,S.
BIORETENTION MATERIALS WITH LIGHT L-QUIPMENT SUCH BUT NOT LESS THAN 1 TEST PER BORROW / ~ ~ ~~k 1 ~ / ~ I ~ S QPS~~' i , ~
ZERILOADER WITH SOURCE / ' AS A COMPACT LOADER OR A DO / _ ~ ~ ~ ~ ~ ~ ! ' ~ S ,,E~SLOPES-3(H}:1(V) _ 2 _ ~ ~
MARSH TRACKS. 3} ONE GRAIN SIZE ANALYSIS SHALL BE / ~ - - LOPE=O. ° ~ 5
7 INSTALL MULCH AND PLANTS. PERFORMED PER 90 CUBIC YARDS OF } PLANTING SOIL BUT NOT LESS THAN 1 TEST 8) EROSION CONTROL MEASURES TO BE REMOVED AS I~ ~ ~ 8~ ~ ; ~ ~ l L~
SPECIFIED ON THE EROSION CONTROL PLAN. PER BIORETENTION AREA / ~ ~ , I - ~ I ~ `(A I E ~ ~~r R 1
1 QU a 3 J ~ i } Sp ~ ~ , ROP. HEAD LL
A MULCH LAYER SHALL BE PROVIDED ONTOP OFTHE / ~ l c~ ~ ~ ~ ~ s ~
PLANTING SOIL. AN r~;,CEPTABLE MULCH LAYER SHALL I , INCLUDE SHREDDED FAf~DWOOD OR SHREDDED WOOD / ~ / ~ ~ 11 ~ ~
HIPS OR OTHER SIMILAR MATERIAL. / C / ~ Sp ~ ~ ~ ~ ~ ~ ~ ~ ~ S
' XIST. BRICK BLCG. - Q~ ~
SOIL SHALL BE PLACED IN LAYERS LESS THAN 18 ~ V, ~ o
INCHES AND LIGHTLY COMPACTED MINIMAL ~ ~ ~ I( ~ ~°'O ~ ~ ;i ~ 4,~aQ FT. ~~,h
COMPACTIVE EFFORT) BY TAMPING WITH ABUCKET ~ I ~ 2~ ' FROM A DOZOR OR A BACKHOE. ~ R1' i ~ ~ ~ ~ ~ ado i, ~ ~ : P~_ POSED
i _ _ ` ~ . ~ ,~I,S O P S ~ ~
- V , ILDING~ ~
MULCH LAYER GUIDELINES I I
THE MULCH LAYER tiriALl CONSIST OF EITHER A STANDARD ~ I ~ ~ C~ ~ ~ Q s #2 ~ v
D HARDW D MULCH OR ~ I LANDSCAPE FINE SHRE~DE 00 1\ ~ ~
SHREDDED HARDWOOD CHIPS. MULCH SHALL BE FREE OF 7 ~ sp ~ 1 ' ~ q ~ ~ ~ r DES ~ °~n b~
ED SEEDS SOIL ROOTS OR ANY OTHER SUBSTANCE NOT ,h ~ WE I % ~ ~ ~ Q
CONSISTING OF EITHER BOLE OR BRANCH WOOD AND BARK. ~ ~ ~ . ~ ~ ~ I - ^r f ~ ~ ~ 10 ~ . E .r ~ ~ ~ j ~
PROPOSED SIG ~-g-- - - - - , THE MULCH SHALL BE UNIFORMLY APPLIED APPROXIMATELY 2 - _ y ~ 15 P ~ ROP ~ ~ C R C ~ ~ ~ , ~ ~ u 4 WIgE -
INCHES IN DEPTH. ~ ~ _ ~ ~ _ - J T03 f ~ o ~ ~ ~ ~ - - ~ i ~ L~ r 0 F., , t , ~ ~ URB CUT ~ ~ 1
- - _ ~ E T1 „ J E ~ „ - , - ~ WET AND f STREAM ~ ~g R 'T; x~ ~ ~
PLANT SELECTION - - - ' 15 R
~ DROPtNtfT - ~ ; ~ ~ UNCTION BOX ~ : n ~ M P CT # ~~.f~- ~ ~ ~T ~ ~ ; ANp~-rya„
LANDSCAPING PLAN BY OTHERS. - - i r _ Q,~t1 ~Y ~ ~ "~A'~~R~`
PLANTS SELECTED SHOULD BE ABLE TO TOLOERATE URBAN 4x4 OPEN THROA ~ , ~ ~N~r~
STRESSES SUCH AS POLLUTANTS, VARIABLE SOIL MOISTURE DROP INLET - - _ _ _ ~ ~
a AND PONDING FLUCTUATIONS. c a ' - - - i~ ~ TOP-215,00 _ _ _ - _ HEADWALL - - ~ ,
~ 4'x4`` AT _ ' ; s = - _ _ ~
BIO-RETENTION AREA #1 - - 1 DROP INL f .
SIZE VARIES I ~ ~ SEE DETAILS - I TOP-215.00 _ _ ~
~ ' W x - Q w _
~ ~~H ~ ~ ~ ///V//V ~A%~A; ~ , ~ 3 oooM~ ~~j/~~ r_~ Q - -
~ ¢o~ ,
jAj~y, ~ 1 NP ~ ~ : ~A//, . ~ ~ ~ ~ ~ . ~ . . - . ' //jai/~//~ RIGHT OF WAY VARIE ~ ~ S ~
~
2' DEEP _ - ~
//;/~-~j . N BED _ SAD - - Stormwater Mana ement Plan ENGINEERING -SURVEYING - DESIGNIN -
REVISIONS g G DRAFTING ~ ~ j
~//~i~ ~ , 1 DEEP ~ for arr In ~ ~1SSOC1 a E~ ~ s P
y, _ ~ 1 ~ 1 ~ 1 \ ~ \ r \ ~ ~ ' ~-=1 , ..GRAVEL BEDS 1. I.. I / //~/i'/i P.O. Box 53787
/i , ~ / , ~ / / ~ ~ / % / / , ~ %i/ . / / //~i/~i/~i/~i~~i/~i/~/~i,~/i~/~ / 1333 Mor anton Road, Suite 201
~
;ALE Fayetteville, North Carolina 28305
50 120 P. [phone] F. [phone]
6" PERFORATED PVC PIPE @ 0.5% ao 0 s 30 so TOWNSHIP: COUNTY: CUMBERLAND www,LKandA.corm V I
TYPICAL CROSS SECTION
TENTION AREAS' FOR BIORE IN FEET } STATE: NOR T I I CAROLINA DATE 12/29/2005 SURVEYED BY: NINA FIELD BOOK: N/A
NTS I inch = 30 ft. scA:-: 1"=30' DRAWN BY: pdm/jan FILE REF. K\SDSK\JRCLIFSK ft.
s PROPERTY OF: RIDDLE COMMERCIAL PROPERTIES CNE.,ED & CLOSURE BY: N/A DRAWING NO. Of 16