20060175 Ver 1_COMPLETE FILE_20060203

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 14, 2006
DWQ Project # 06-01,75
Wayne County
Ms. Shirley Tolar
Eagles Pointe Properties, LLC
103 W April Lane
Goldsboro, NC 27530
Subject Property: River Landing Subdivision
Little River [030406, 22-57-(22), C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Ms. Tolar:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
I within or otherwise impact 40 linear feet of streams and 1,655 square feet (ft) of protected riparian
buffers (1031 ft2 Zone 1, and 624 ft2 Zone 2) for the purpose of constructing the thoroughfare road at the
subject property, as described within your application dated December 22, 2005, and received by the N.C.
Division of Water Quality (DWQ) on February 3, 2006, with more information received on February 21,
2006. After reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide
Permit(s) NW 14 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as
your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213
.0233. 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, and Non-discharge 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 or CAMA Permit.
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 anew application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, 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 (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
Na" Caro 'na
Vtaraly
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Eagles Pointe Properties, LLC
Page 2 of 5
March 14, 2006
Amount Approved nits Plan Location or Reference
Stream 40 feet PCN page 8 of 13
Buffers 1,655 (square ft. - 1031 Zone 1, and 624 ft Zone 2) PCN page 11 of 13
2. 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.
3. 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,oinstallation, 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.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control 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. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
2B .0233 and GC 3404;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
Eagles Pointe Properties, LLC
Page 3 of 5
March 14, 2006
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where.practicable instead of rip rap or other bank hardening methods. If riprap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
8. 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 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations 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 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), 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,
Eagles Pointe Properties, LLC
Page 4 of 5
March 14, 2006
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles `3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
Sincerely,
?? Alan W. Klimek, P.E.
AWK YM
Enclosures: GC 3404
Certificate of Completion
cc: Kyle Barnes, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
ADR Delta Engineering, Ltd., 200 West Ash Street, Goldsboro, NC 27530
Filename: 060175RiverlandingSD(Wayne)101_NBR
® North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
MEMORANDUM
To: Cyndi Karoly
NC DENR/DWQ
From: Steven H. Everhart, PhD, CWB APermit Coordinator
Habitat Conservation Program
Date: March 14, 2006
RE: Eagles Point Properties - River Landing S/D, Wayne Co., NCDWQ # 20060175
Biologists with the Nort h 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 1.3 miles north of the intersection of US 70 and NC 581, northwest of
Goldsboro. The property totals approximately 62.285 acres with reported N/A acres of jurisdictional
wetlands. An un-named tributary to Little River bisects the property that is part of the Neuse River
basin. The Little River in this area is classified as WS-IV NSW (Water Supply - Nutrient Sensitive
Waters) by the NC Division of Water Quality (NCDWQ).
The applicants propose to impact approximately 0.038 acre and 40 linear feet of perennial stream
through filling/culverting to construct an access road and provide infrastructure for a 51 home
subdivision. No mitigation measures for these impacts are proposed.
We have the following concerns/recommendations:
The applicants plan to culvert/fill to accomplish stream/wetland crossings. We recommend
road crossings of streams with bridges. If culverts must be utilized, they should be imbedded
sufficiently to allow for the passage and settlement of aquatic organisms. Utility crossings at
streams should be directionally bored or suspended above the stream.
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]
Helmsdale at Landfall
March 13, 2006
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. Directional bores for utilities
must begin and end outside the appropriate forested buffer. If utilities are to parallel streams,
they must be outside the appropriate forested buffer or the 100-year flood plain, whichever is
greater.
The presence of 51 homes with drainage to Little River with swale and/or sheet flow of
stormwater runoff is likely to have an adverse cumulative impact on this body of nutrient
sensitive water. The presence of pet wastes and lawn treatment products in this runoff could
have an adverse impact on water quality resulting in reduction of production capacity of this
important Primary Nursery Area. We recommend retention of stormwater runoff on-site to
allow for filtration through the soil. Additionally, deed restrictions/protective covenants
could be used to require proper disposal of pet wastes, but this would require homeowner
association enforcement.
• A jurisdictional determination of § 404 wetlands on-site was not provided with the
application. The cumulative impacts of future development (home construction) on wetlands
have not been addressed. We recommend that all remaining and created/restored wetlands
on-site be preserved through permanent conservation easement to prevent further impacts.
This easement should prohibit any cutting, mowing, or disturbance of vegetation; soil
disturbance; or construction of any kind (including walkways, piers, platforms, etc.)
within the wetlands (i.e., preservation is not limited to just the prevention of filling).
• A portion of the eastern end of the project is designated as Common Area, but this use has
not been defined. If this area contains wetlands, they should be included in the conservation
easement and permanently preserved as indicated above.
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.
CC: Howard Hall, USFWS
Triage Check List
Date: Project Name: / (?
DWQ#:
County: YN
To: ? ARO Kevin Barnett ?WaRO Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran/Joanne Steenhuis
? MRO Alan Johnson/Barry Love ? WSRO Daryl Lamb
? RRO Eric Kulz
From: Telephone : (919) -7 3 3'-1 7?(
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted (NU
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
Minimization/avoidance issues
Buffer Rules (Meuse, Tar-Pamlico, Catawba; Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
0 Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern

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Comments: Prt -? . o or ?+c S W; 1 'f't S' I ?-
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e-"
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
February 9, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Ms. Shirley Tolar
Eagles Pointe Properties, LLC
103 W April Lane
Goldsboro, NC 27530
Subject Property: River Landing Subdivision
Little River [030406,22-57-(22), C, NSW]
REQUEST FOR MORE INFORMATION
Dear Ms. Tolar:
DWQ Project # 06-0175
Wayne County

On February 3, 2006, the Division of Water Quality (DWQ) received your application dated December
22, 2005, to impact 40 linear feet of perennial stream and 1,655 square feet of protected riparian buffer to
construct the proposed residential subdivision. The DWQ has determined that your application was
incomplete and/or provided inaccurate 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 five copies of 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:
1. Please submit a USGS topographic quad map with the project site located on it.
2. Please submit a Wayne County Soil Survey aerial map with the project site located on it.
3. Please indicate all buffer impacts on the site plan. Please include the area of impacts to Zone 1
and Zone 2 of the riparian buffer.
4. Please provide the location of any proposed stormwater management practices for the entire site.
5. Please provide detail for the stormwater management practices for the entire site.
6. Please indicate all stormwater outfalls on the site plan.
7. Please indicate the diffuse flow provision measures on the site plan.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/ncwetlands
One Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Eagles Pointe Properties, LLC
Page 2 of 2
February 9, 2006
8. Mitigation for the proposed buffer impacts is required. Based on your application submittal, you
are required to mitigate 3,093 square feet for Zone 1 impacts, and 936 square feet for Zone 2
impacts. Please discuss how the required mitigation will addressed.
9. Please address why the ditch crossing is necessary and why Trailwater Drive cannot be cul-de-
saced at both ends.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Kyle
Barnes of the DWQ Washington Regional 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 project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ym
cc: Kyle Barnes, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
ADR Delta Engineering, Ltd., 200 West Ash Street, Goldsboro, NC 27530
Filename: 060175RiverLandingSD(Wayne)On_Hold
J
DWQ 06-0175 River Landing Subdivision
Subject: DWQ 06-0175 River Landing Subdivision
From: Laurie Dennison <[e-mail]>
Date: Fri, 10 Feb 2006 15:36:25 -0500
To: [e-mail], [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
060175RiverLandingSD(Wayne)On_Hold.doc' Content-Type: application/msword
Content-Encoding: base64
1 of 1 2/10/2006 3:37 PM
ADR
DELTA
"Expect Better"
100 Dorchester Square
Westerville, Ohio 43081
[phone] (ph)
[phone] (fax)
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Transmittal Letter
Date: 2/14/06
To: ;
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Cont...
..act Name I Company Address & Phone
.................... ......... :....................................................... ................................... .............. ....................
Cyndi Karoly Division of Water Quality 1650 Mail Service Center
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . ..................................... . ........................... . ............ ...............................................
401 Wetlands Unit _ .Raleigh, NC 27699-1650
................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................................... . ........ ......... _ ....................................
................... _.......................................................................................................... I. [phone] ph.
From: [phone] fax
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Name Project Number Email Address
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Bryan K. Jones, PE 059901 € [e-mail]
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RIVER LANDING, WAYNE COUNTY DWD Project # 06-0175
Comments: We have received your request for additional information dated February 9, 2006, and have
made the following additions, revisions or comments:
'1. A portion of the USGS quad map of Northwest Goldsboro showing the project location is enclosed (5 copies)
2. A portion of the Wayne County Soil Survey showing the project location is enclosed (5 copies)
"3. Please refer to the enlarged detail showing the crossing on the plan sheet we submitted. The detail shows
the Zone 1 and Zone 2 impacts and the area is given in a note to the left.
4. Per the Wayne County stormwater ordinance this site development is exempt from peak-runoff and nitrogen
mitigation. Also see section XI of the Application Form we submitted which further describes this exemption.
5. See no. 4 above.
/6. We have shown all stormwater-outfalls-inhe project.
7. We have added details for Preformed Scour Holes which are to be constructed in all 4 ditch approaches to
the crossing. See enlarged detail-for, locations.
8. Per the first paragraph of section VIII of the Application Form and as shown in the enlarged detail, mitigation
is not required for this crossing since the impact is less than 1 acre (0.038 ac.) and the length of impact
along the stream is less than 150 LF (construction limited by right-of-way width of 60 LF).
9. At the October 2005 meeting and per the follow-up letter dated October 24, 2005, the Wayne County
Planning Board and Director have required us to cross the stream as shown.
Enclosed are five (5) prints (36"x24") and (5) copies (11"x17") of the River Landing Pre-Construction Notification
plat revised as stated above.
Cc: Kyle Barnes, enclosures
Cc: Scott Jones, enclosures
ADR & ASSOCIATES, LTD
88 West Church Street
Newark, Ohio 43055
[phone](ph)
[phone] (fax)

If you have any questions, please call me at 919-735-4381
Thanks.
Civil Engineering Structural Engineering Traffic Engineering Transportation Engineering Environmental Services
Geotechnical Services Freshwater Systems Wastewater Systems Hydraulics/ Hydrology Stormwater Management
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ADR DELTA ENGINEERING, LTD.
P.O. Box 183
Goldsboro, North Carolina 27530
[phone](ph)
[phone](fax)
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Office Use Only: yrr - Ada'rR QUALITY
ti?.? Form Version March OS
6i* STG"(?iWMER BR4NCH
USACE Action ID No. DWQ No. / 5
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
f•
L Check all of the approval(s) requested for this project: °
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Shirley Toler (Eagles Pointe Properties LLC)
Mailing Address: 103 W. April Lane
Goldsboro NC 27530
Telephone Number: [phone] Fax Number: 919-734-0232
E-mail Address: tolerinc(a,bellsouth.net
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: ADR Delta En 'neering Ltd
Company Affiliation: Engineerine Firm
Mailing Address: 200 West Ash Street
Goldsboro NC 27530
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: bionesCa,adreivil.com
III. Project Information
Page 5 of 13
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 r equires i nformation t o b e s ubmitted o n s heets n o t arger t han 11 b y 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: River Landing Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 2681465433
4. Location
County: Wayne Nearest Town: Goldsboro
Subdivision name (include phase/lot number): River Landing
Directions to site (include road numbers/names, landmarks, etc.): Take U.S. 70 West from
Goldsboro to N.C. Highway 581. Take a right on highway 581. and go north 1.31 miles and
take a right into the property.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35°26'23" ON 78°02'36" °W
6. Property size (acres): 68.285 acres
7. Name of nearest receiving body of water: Little River
8. River Basin: Neuse
(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: Agricultural Farmland.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
Property will be subdivided into residential lots. Developers will use normal construction
equipment (track hoes, bulldozers, etc)
11. Explain the purpose of the proposed work: Subdivided into saleable lots
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. N/A
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
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's' (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:' Placement of a permanent 42"
culvert will be used to cross a blue line ditch tributary to Little River, allowing access to the
rear of the property (which is to be developed) to meet the requirements set by the Wayne
County planning board.
Page 7 of 13
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
yes/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
N/A N/A N/A N/A N/A N/A

Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiDly length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name v
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres

#1 Blue line ditch,
tributary to Little
River.
Road Crossing
Perennial
2.00 ft
40.00
0.038

Total Stream Impact (by length and acreage) 40.00 0.038
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
N/A N/A N/A N/A N/A

Total Open Water Impact (acres) N/A
Page 8 of 13
6. List t
he cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres): 0.038
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? 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.):
Current land use in the vicinity of the pond:
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.
A proposed site layout was submitted to the Wayne County Planning Board that cross the blue
line ditch along River Landing Drive (Please find this site layout attached to the application).
This proposed layout was tabled to allow the ditch to be tested and if it was determined to not be
a blue line to cross said ditch further north and connect Trailwater Coixrt with River Landing
Drive The proposed blue line crossing traverses the stream at the lowest narrow section.
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
httl)://h2o.enr.state.nc.us/newetlands/strmgide.html.
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.
Applicant avoided and minimized the impact to the greatest extent possible No further
wetland impacts will occur for this protect
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to- contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does t he p roject i nvolve a n expenditure o f p ublic (federal/state/local) funds o r t he u se o f
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized b y 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. T he applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify)?
Yes ® No ?
2.
If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.

Zone* Impact
(square feet
Multiplier Required
Mitigation
1 1031 3 (2 for Catawba)
2 624 1.5
Total 1655
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /. Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260. No buffer mitigation required
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. Storm water calculations have been performed by ADR Delta Engineering and
reviewed b W a e c o. The i m pervious s urface area o f the proposed d evelo ment i s less than 15%.
Roadside storm water ditches will terminate into a level spreader prior to entering the fifty-foot riparian
buffer.
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Page 12 of 13
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
u
plicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
ADR ADR DELTA ENGINEERING, LTD.
P.O. Box 183
DELTA Goldsboro, North Carolina 27530
[phone](ph)
"Expect Better" [phone](fax)
ADR & ASSOCIATES, LTD
88 West Church Street
Newark, Ohio 43055.
[phone](ph)
[phone] (fax)
100 Dorchester Square
Westerville, Ohio 43081
[phone] (ph)
[phone] (fax)
20060175
Transmittal Letter 1 f "
Date: 1/27/06
To:
............. _....... ..................................... _.................. .............................................. .............

Contact Name
.............................................................. ................................................ _..._.... .... €............ ....................................... _..._.........................................................

Company
............................................. ..........................................................
:
. _._..._................................... .................................... _.....................................................
Address & Phone
........... <.....................................................................................................................
......._€
Cyndi Karoly
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . .
. . . . . .
. . .
. .
. .
.
. .
.
.
. Division of Water Quality
.
. .
. .
.
.
. 1650 Mail Service Center
.
.
. . . . . . .
.
. .
.
.
. . .
. .
. . . . . . . . .
. . .
......................................................................................................................................... . .
.
. . . . .
. .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . _ ..............................
401 Wetlands Unit
..............................................................................................._...... . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Raleigh, NC 27699-1650
........................................................................................................................................

........................ ....... _.......... _................................................ _...........................................
....................... ............................................................................... [phone] ph.
........... ............................................................................................................................_i
From: [phone] fax
........................ ............................................................................................... ...... ...........

Name
:.................... ............._......._.............._....._......._......_...._._..................................... ........................... ...................... .....................................................

Project Number
.............. ................__....._.................................................._......... ....................................................................... ..... ................ ....... _....................................
:
Email Address
........... ;................................... _................................................. .......................................
Bryan K. Jones, PE
.............. _......... ................................._........................ _................... _.._............
............ 059901

....................................................................................................... [e-mail]

.. _....... ............................................................................................................ ...................
RE:
.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ .............................. _ . . . . . . . . . . . . . . . . . . . . .
RIVER LANDING, WAYNE COUNTY
.................................. _......... .................................................................. _..._..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . .
........................ .............................................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

;
............................................................................. ......................... .....................................
Comments:
Attached please find the following for review:
I Seven (7) prints (36'x24') of River Landing Pre-Construction Notification plat
One (1) print (11'x17') of River Landing Pre-Construction Notification plat
- One (1) print of the original Preliminary Plat submission (tabled by Wayne County Planning Board at the
November meeting). Since then the revised Preliminary Plat was conditionally approved (Dec. meeting)
Pre-Construction Notification (PCN) Application Form (pages 5 to 13 only)
- Check in the amount of $200 for review fee
If you have any questions, please call me at 919-735-4381
Thanks.
IJ? l
J
FAR S !06r
L:iV t - ite ; tS C .`Al ! i-f
INE T I.;" 6, r i'S3D S i C: ,i F`r: i7C d f f VICH
peering Structural Engineering Traffic Engineering Transportation Engineering Environmental Services
:al Services Freshwater Systems Wastewater Systems Hydraulics/ Hydrology Stormwater Management
'ance Surveying & R/W Plan GPS / GIS Services Design / Build Construction Management
Z00
Office Use Only: L :p Ei _ r'A - 1:-[1 ' o?tri`? Form Version March 05
1Yci' /'v`d BFI
c' ,R BRAN DI 2 0 0 6 0 1 7 5
USACE Action ID No. DWQ No.
k ally yauicuiat item is not appucame to tors project, please enter "Not Applicable" or "N/A".)
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit 2 Riparian or Watershed Buffer Rules
? Section 10 Permit Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Shirley Toler (Eagles Pointe Properties LLC)
Mailing Address:103 W. April Lane
Goldsboro NC 27530
Telephone Number: [phone] Fax Number: 919-734-0232
E-mail Address: tolerincebellsouth.net
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: ADR Delta Engineering Ltd
Company Affiliation: Engineering Firm
Mailing Address: 200 West Ash Street
Goldsboro NC 27530
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: bionesPadreivil.com
III. Project Information
Page 5 of 13
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 r equires i nformation t o b e s ubmitted o n s heets n o t arger t han 11 b y 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 ofproject: River Landing Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 2681465433
4. Location
County: Wayne Nearest Town: Goldsboro
Subdivision name (include phase/lot number): River Landing
Directions to site (include road numbers/names, landmarks, etc.): Take U.S. 70 West from
Goldsboro to N.C. Highway 581. Take a right on highway 581 and go north 1.31 miles and
take a right into the property.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35°26'23" ON 78°02'36" °W
6. Property size (acres): 68.285 acres
7. Name of nearest receiving body of water: Little River
8. River Basin: Neuse
(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/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: Agricultural Farmland.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
Property will be subdivided into residential lots. Developers will use normal construction
equipment (track hoes, bulldozers, etc)
IV.
11. Explain the purpose of the proposed work: Subdivided into saleable lots
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. N/A
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
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Placement of a permanent 42"
culvert will be used to cross a blue line ditch tributary to Little River, allowing access to the
rear of the property (which is to be developed) to meet the requirements set by the Wayne
County planning board.
Page 7 of 13
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) ! Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
N/A N/A N/A N/A N/A N/A

Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres

#1 Blue line ditch,
tributary to Little
River.
Road Crossing
Perennial
2.00 ft
40.00
0.038

Total Stream Impact (by length and acreage) 40.00 0.038
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
(acres)
N/A N/A N/A N/A N/A

Total Open Water Impact (acres) N/A
Page 8 of 13
6. List t
he cumulative impact to all Waters of the U.S. resulting from the project;
Stream Impact (acres): 0.038
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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.
A proposed site layout was submitted to the Wayne County Planning Board that cross the blue
line ditch along River Landing Drive (Please find this site layout attached to the application).
This proposed layout was tabled, to allow the ditch to be tested and if it was determined to not be
a blue line, to cross said ditch further north and connect Trailwater Court with River Landing
Drive. The proposed blue line crossing traverses the stream at the lowest narrow section
irrigation, aesthetic, trout pond,
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/strmgide.btml.
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.
Applicant avoided and minimized the impact to the greatest extent possible. No further
wetland impacts will occur for this project
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.ne.us/wry/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does t he p roject i nvolve a n expenditure o f p ublic ( federal/state/local) funds o r t he u se o f
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized b y 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. T he applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify)?
Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
1 1 1 1031 3 (2 for Catawba)
2 I 624 1.5
Total I 1655
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. No buffer mitigation required
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. Storm water calculations have been performed by ADR Delta Engineering and
reviewed by W ayne c o. The i mpervious surface area o f the proposed development i s less than 15%.
Roadside storm water ditches will terminate into a level spreader prior to entering the fifty-foot ripari
an
buffer.
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Page 12 of 13
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Prpplicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
Q332)
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DWQ#? a ?? S Date Z O Who Reviewed:
Plan Detail Incomplete Lan a
? q,
Please provide a location map for the project. IACW 6-1-, Cc
a
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. (?`n
l,U
? Please show all wetland impacts including fill slopes on the site plan.
tp?
Please indicate all buffer impacts on the site plan. P v? - OS ze. J^
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
i
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan. r? 1, ,
r1r
Please provide the location of any proposed stormwater management practices ?"`?
91
w `
Please provide detail for the stormwater management practices as required re
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
X 142,
Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan.
E] Please indicate whether or not the proposed impacts already been conducted. 5 Gr? M . t" odl L)Ou Dc e C- 'g
L.;f rd ti , f,
Avoidance and/or Minimization Not Provided q3
s c..t..?4 lvaw U. r C') Lt ?? i
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional r? l W
information as to why it is necessary for this project. .
This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the replication.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to [e-mail] and CD.'
i
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project. n
? cQs c? ? ?? C, ro5? c? `lam-?sscv? a ?(
-ems s
dlywb-I L-P c u_. I - - s? r J n4-- 12b
I Complete Items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery Is desired.
I Print your name and address on the reverse
so that we can return the card to you.
I Attach this card to the back of the mailpiece,
or on the front if space permits.
. Article Addressed to:
Ms. Shirley tolar
Eagles Pointe Properties LLC
103 W. April Lane
Goldsboro,Nc 27530
DWQ# 06-0175-Wayne
A.
X
? Agent
B. ReceiWd by (Printed Name) C. Date of Deliver
D. Is delivery add less different from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Se ice Type
Se 7 ice
Mail 0 Express Mail
? Registered Retum Receipt for Merohandis,
? Insured Mail C.O.D.
4. Restricted Delivery? (Extra Fee) ? yes
Article Number 1 7005 1160 0000 9954 9215
(Transfer from service label)
c a.,...,'AA11
UNITED STATES POSTAL SERVICE
P N? <<1
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• Sender: Please print Wu a(
. ,....... .Picst-C a?lasss"?Mal .
a, Ppstage` Fees•Paid,
p e -VSPS " -A .
ress, ancl-ZIPT4 in this
NC DENR Division of \Vater Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
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PRE- CONSTRUCTION MOTIFICATION (PCN) PLAT FOR. -
RIVEA'LANDING
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WAYNECOUNTY, N.C.
JAAUARY, 2006
SCALE I"= 100'
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TOTAL NUYBIR Of LOTS = 51
TOTAL AREA IN TRACT = 88285 AC
TOTAL L.f. IN STREETS = J,815 Z.F.
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PPE f A T I C G SIZE TYPE 5 N 9 %FULL V
1 0.86 20 4.37 0.50 124 18 RC 0115% 2,30 4.07 30.47% 0.70
2 184 20 4-80 0.30 2.65 18 RC 0.501 4,20 7.43 35.fi7% LSO
3 1.84 20 4.80 0.30 2.65 18 RC 2.00% 8.57 15.15 17.49% 1.50
4 23.D 20 4.80 030 73.12 36 RC 0.50% 675 48.0 69.00% 469
5 58 201 4.80 0.30 8.35 24 Po; 0.20% 330 10.3 81.07% 2.66
6 50.0 20 A8O 0.30 7200 . 42 RC 0.80% 8.30 80.0 90.001 760
NOTE: AL IADMDUAL LOT DRIVE PIPES ARE THE RESP061811RY OF THE DEVELOPER (15' WN. DA. TYP.)
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T. All RIGHF Of NAYS ARE 60 FEfT 8. THIS PROPERTY SHAH BE SERVED o O_ t ~ ~ N
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r 1 ~ ~ ~ 7a' ~ ~ \ .y ~ ~ ~ \ ' i EpSE - ~ ; ~ ~
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~ ~ ~ 1NGR~.SS 1 . I ~ 4 SECTION ONE 2 ; .
1 .7 ' ~ r/~~ ` PIJU CABINET 'N', SUDf Z4-F ~ ~ ' I ~ .~'ti' ~ ~
~ 1 Q W N,
c RED OAN PLANTATbN RESIDENTIAI ~ V E ~ ~
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V / f ~ ~ ~ C~ - ~'i, a.T. JE~~RErs, Et. w.
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r : z ~ ~ ~'i '0` ~I "i ~ STREAM CROSSING ~ ~ i
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I ~ ~ ' cONSTRUCT ENOwAUS oN C`, u7 ttu I ~TT~ I ~ ~ i .u R to - - _ i EO OAK PLAN TK~N N'OOOfD ~ - - - Y SECTION ONE W W
-1 80TH ENDS. C ~ o. ~ i ~ ~ l~ ' ___~f , f I ~ },r , i V - . - lJ . C - - _ - _ i P T 'f~l' Df 4-F - - ~i. 1, to ~Ae~ , su 2 - - - - > Z
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~ . _ ~ EXISTING GROUNq~' _ j CONSTRUCT ENOwAU PER NCDOT r~ / . ~.,~m . _ . STANOARO CONSTRUCTION DRAWING ~ 95 ~ STREAK BDTTOt,I
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NTS VERT. ROADWAY PROFILE ACROSS BL UEL INE- c DETAIL OF CROSSING BRANCH BRANCH 1

(fGEND ~ h~TES 1 ,
IIIT~E
~~{/~'jQ ~ l,S.f, DfA~TES IRON S1AKf FOUND
S,Q O I S S DENOTES IRON SJAKf SE7
~ C T FN ti ~9i NO ES
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S~ J SJDE YARD SfT&ICK 1S fO FE17. EAGLES POINTf PROPERTIES, 1LC
~ 'f'O REAR YARD SfT~AACCA' 15 FEET 103 W. APRIL AN w 1 f ~
IR Tl 6 S Sff RfS A; Vf COVENdNTS FOR Lb1D USf RESTR1CTlONS. ~ GDLDSBDRD N,C. 17530 Q W
6. IfBS DEM7TES wlN. BLDG. SEJ Q4CK tlNf, ~ ~ ~ 919-731-404 z
1. AlL RlGNT OF NAYS ARf 6D FffT o pz
~ 8. TNlS PROPERTY SHAG Bf SERYfD 1 BY FORK I~IJER DlS1RK'T. 1 N W
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G ~ 1 s SQ ,o U
_ N i ~ ~
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0 b0 200
LE EC~jN TOTAL NUMBER Of LOTS = 51 0
HORrIDNTQL SCA1E IN FEET TT - ~ ~ ET 0 AL AREA /N TRACT - 68.285 AC
= SO' RpARIAN BUFFER s 3 Y IOTAI L. f IN STREETS = 3, 815 1. F, ~ 0 m O o w
° way unE NOT FOR RECORDATION ~ SMALLEST L DT S/IE = 20, 006 S f. o ~
AVERAGE LOT S11E = 30, 8B0 S. F
CONVEYANCE OR SALE MIN BU1L 0/NG SETBACK = 30 aw LE
N V ~
~ZI'~Q~ ~p~~
RNER BLUFF RIPER BLUFF ; • yOMM RIVERS EDGE _ mm ~ h
SECTION THREE ' SECTION FOUR SECTION ONE J.T. JEFFREYS, ET. Al 3 p
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~ INGRES 1 { . ~ - SEC110N ONE 2 - ~
.7 ' ~ ; PIAT CABINET '!,1' SLIDE 14-F
{ i % \ ~ / w
~ J c RED OAN PtpNTATION RfSOEN !A1 ~ ~ ~ N ~ \ ~
~ ~ x ~ I ~ SECTON ONE ; , / ~ W V i/
{ - ~ ~ PLAT CABINET 'N', SLR 24-F ~ ~ \ 1 v a~ f Q w U ~ ~
i ~ 1 1 ;n ~ - ti / ~ ~ R
1 _ i ~ ~ / J.T. JEFFREYS ET, AL
D ~ o N o ~ ,n m rn ,~~T-'~ ~ rn ~nj is TOTAL F1Ll AREA WITHIN GEED BOOK 757, PAGE 350 CULVERT WITHIN 1~ ~ ~ ~
Q- v, ro ~ ~ ~ ~ ~ ~ +a ~ ~ I ~ ~ Q ~i m I STREAK CROSS G - . ~ ~ " °i s~ T~ °i ~I ° ~ 1,655 S.F. 0.038 AC. ~ / j ROADWAY Z ~ F1 Z w Z
a I I ~ , ,i a ~ ~ ~ ~ ~ ~ ~ , ~
o- ~ --t- - - -t-- _ ~ ~ i PROPOSED 42' PIPE. SEE , o Q Q o
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~ I~ CONSTRUCT ENOWALIS ON C 110 ~ 1(,~ ` V RED OAK PUN TION NOODiD - - - _ _ _
p - BOTH ENDS. I ' N O N SECTION ONE - - _ Lid ~ W i Q = - - - -
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~ _ _ RIPAR UFF - 1- . 5t} 'I j i % ~
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? rJrs vERr. ROADWAY PROFRE ACROSS 6L UEUNE ~ DETAIL OF CROSSING BRAN( ING BRANCH
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tfGfND d NOTES
Ci RryE`,~ • l.SF. DENOTES IRON STAKE FOUND
SiQ 0l.SS. DENOTES IRON STAKE SET
`F ~ ~B c Fir, ~ ,y ~ NoTES~
D G r'f'i 1 DENOTES POINT Of CURPf. OWNERLDEf~ELOPER ~fl BPS o DRAINAGE CALCULATION CHART FOR 10 YEAR STORM USING THE RATIONAL METH aD
qa F~, cF ~ PT DfAbrfs ~~Nr DF rANGEA+cr. S~ ~ 3, SIDE YARD SETS4CX !S 10 FE£T. A 0 RUNOFF GALCUlATIONS FULL PIPE CAPACITY ACTUAL
E GEES PO/NTE PROPERTIES, L1C O I. REAR YARD SfTBACX !S 25 ff17, 1 P N
~'6 5, SEE RESTR/CTIYE COYEAi4NTS 03 W. A RI1 LANE PIPE ~ A ? ~ C q SIZE TYPE S V Q %FU V
FOR tANO usE RfSTR1CTiONS. GOLDSBORO, N. C ?1530 ~ LL w
6. NBS DEA~7TfS k/N. B1DG. S£T BACK UN£. 919-731-4044 ~ 7, All R/CNT OF kAY5 ARE 6D FEET. ~ Qw ~ 1 0.86 20 4.80 0.30 ~ .24 18 RC 0. i 57 2.30 4.07 30.479; 0.70 F-
8. TN/S PROPERTY Stdi11 Bf S£RVfD ! ~ , a Zz
BY FORK 1~AT£R DISTRX'T, SITE ~ 2 1.84 20 4.80 fl.30 2.fi5 18 RC 0.507 4,2D 7.43 . 79 1 ° ~ - 35 6 9 .50 N
U 9. Z0~ PAYf~IFNT M'IDTN ON A RO40S. S ~ ~w 3 1.84 20 4.80 0.30 2.65 18 RC 2.087 8.57 15.15 17.49% 1.50 O ~
h i ~ = Q
N ' U 4~ 4 3 0 2 20 4.80 0.30 33.12 36 RC 0.507 6.75 48.0 69.009; 4.69 ~
Si>T AT A
0 /DD ?00 ?00 2 5 5.8 ZO 4. a ~ 80 0.30 8.35 24 RC 0.207 3.30 10.3 81.077 2.66
LEG NO ~ LOYAL NUMBER OF L OTS = 51 ~ ~ E IOTA A Al - RE N TRACT - 68185 AC
Sd' RIPARUN BUFFER i TOTAL Lf, IN TR T = f~}RIZONIAL SCALE IN FEET S EE S 3, 815 L, F, 6 50.0 2 4. 0 80 030 72.00 42 RC 0.607 8.30 80.0 90.007 7.60 ~ o
SMALLEST LOT SIZE = 20 0 6 f ,0 S. J' 3 z w ~ lQ ~c?~~iY NOTE: ALl INDMOL~AL LOT DRIVE PIPES ARE THE RESPONSIBILITY OF THE DEVE P 1F" t~ ~ ° ° - m
~ = wooD uNE AlrERAGE LOT SIZE = 30, 880 S. f. ~ LO ER IN. DiA, TYP.) o w ~ ~ o ~
NOT FOR RECORDATION, MlN BUl1 DING SETBACK = 30
CONVEYANCE OR SALE tx av
~Ua~rn
RNER~ BLUFF rZ~rn ~
R~tER BLUFF SECT~L THREE F SECTION QUR ~u~~ RI4ERS EDGE m O ~ r)
, RfS/DfNAAI PLAT CAB, 'K`, SLR 20-0 ~ P T - , RfSrDfNTUL U CAB, 1c , SLbE 25 H RES~DfNTIAI SECTION ONE 3 ~ r
PUT CAB. "N', SLIDE 50-J RESIDENTIAL J.T. JEFFREIS, Ei. pL ~ ~ ~ DEED BOOK 757, PAGE 350 wODDED a ~ r
` ~ ~ S48 57 06 E 3052.70 Q~w
~ .5 228. 1 1.91' 59.06 155.21' 178.2 1 35.~ 145.47 „y25.32 ~ , ' ' i I Q
~ ~ ~ ' ! I 1~ ~ l f ~ i~ ~
i, ~ i ~ i ~ I, A ~ ~ ~ I I ~1 `i V I I I ~ ~.I 1`~i' f i i i{ 'I I~ ~ ~'j~ I ~!i ~11 I i i I~ ~ ~ I i~; i ~ ~ I a i! I jj
/ ~ t. 1 r ~ ~ ~ ~ J- RIPARAN Bl I 1 i I I Ai ,I ~,I~il, i~~, 50' RIPARAN BUFFER ~ ~ i .-i-~-.~-l-L---~.1_.-~-~.~ ~_L: ~ Li~i~ ~ _ ± ~ ! I Z ~i ~I 4~ y 50' RIPARIAN BUFFER S0 RIPARIAN BUFFER O m
N y ~ , ~ i j , 32 ~-.____.___._;o,- ~ ~ ~ I * \ h~ a
C7 ~ w N I $ '1 ~ ~ ~ / ' I ~ I 1 ~ I N
o N N 8 26 v o ~ d ~ N h i I ~ ~ ~ ~ w a ~ 4 ~ i Fw ~ ~ ,____-r., A
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~ z 33 50.46 ~ I i I ~ ~ 19 3 r ~ ~ I 28 ~ ~ ~ ~ I - 19 ~ ~ ~ i o ~ ~ h
~ ~ i 23 .4 ~ 177.1 y ~ -_,~q g i" COMMON AREA
~ 8 \ ~ 3.38 28. 135.00' 0. t ' i 47.0 ; ~ 4 9 1 R E R Y ~ 4T ` \ 29 ~ r ~ G ~ g a. - ~8 ~ .4T ~ xa~ 4 1 x
~ ~63' ~ - ~ ~ 7 ,15 D PATOR TYP, ~ ~ ~ ~ ~ s ~ ~
LY ~ ~ ~ / I 1 ~ ~ ~ ~i QQ, Q ~ G %
~ ~ 34 1 ~ 52.22 149. , ~ - n ~ ~ ~s ~ ~ 2 4. 5' ~ ~ v ~
~ ~ 1919 ~ ? y 1 1 i ~ ~ , ~ ~ ~ o 0
~ ~ to ~ ~ ~ ! ?~4 _ N~. 'ti, 30 ~ ~ ~g J ~ ~ ,I ~ i ~ ; ~ ~
200,00 1 2 IG) ~ ~ ~ S 1 I I ~ ~ ~ , ~ i ~ 0,'p , ( 50. T ~ ~
1 RIP N ~ 3 ~ ' ~ ~ k ~ p RAP E ERGY t ~ ~ ~ - / ti i
~ DISSLPATORS TYP. 72.70' i _ ~Fa• i ~ ~ i ~ ~ 01 ~ ' o h h I
~ i 4 ~ I o - / ~ ~ / , W ~ d`. l 4 ~ f 1 Oi r~ I I ~ ~ ; I ~ r
35 ~ ...i ~ I ~ ~ I / ~ ~ ~ ~ ~ ~ ~ ~ ru r . ~ / i ~ i ~ ~ 1 N r' / ~ -SITE A~€:~ N
~ ~ M ~ ( / ~ ~ ~ , IF. REQUIRED (3Y
200.00' ~ ( I ae 77.92' 5 32 ti° i ~ ~ ~ X ~ ~ ~ V'~~;~~ ~ / I o, ~ 49 e 1 ~ ~ 6 0 ~ ~ ~ ~ I ~ z ~ , ~ ' ~ r ~ ~ ~ ;HEALTH DEPT
N 1 ~ ~ ~ w I ~ 1 ~ i l ~ ~ s ri ~ ~ ~ ~OMMQN AREA Z I t (
! ~ ! ~ ; ~ ~ - ~ , ~
i ~ ~ t 50 1 1 ~ , ~ ~ ~ ~ ,1s .19 ~ I c~ 36 ~ ~ 83.711 , , ~ ~ ~ /Q~~ i i~,; , i i ~ ~ +,A,
29 4- ~ i, ~ h ~ 1
~ ~ ~ ' a5 / k ~ 7 159• ~l, i ~ Oti ~ ~ ~ ~ ~ P~ _ I' 6 a? ~ 4 c~~ C~ ~ ~ ~..1 ~ i ; S.~' ~ n ~ ~ i r l ~ ~ i ~ I i ~ A W _ Q _ l , 6~ ~ i J S ~ ~ ~ ~ 1 ~ i--ti i' Q ~ ~ ~
Q ; I I I P ~ ~ 1 tS / .6p 1 I ~L
~ 1.21' ~aS 69 J , ~ I ~ ~ l o ~ 0`0 D ~ ~ a 134.70' ~ ~ ~ ~ ( ~ ! ~ ~ o' t ~ f ,yeti' ~ ~ 0 ~ i ~
~3 ~0 49.51' ' ~ , ~ ~ti ~ tios~ ~ 44 e i ~ i ! i ~ ~ ~ I I ~ LL W
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~ / ~ ~ ~ 133.9 ~ / / ~ ~ ~ ~ i 3' 38 ~ I ~ ~ Z 1 / a , ~ w
m / ~ ~ ' i / % N , 42 ~ / , , 6 a ~ I ~ > ~ i N'DODfD Z
~ ; ~ ~ ~ ~ l t I ~ ~ 2 w~ ~ RIP RAP ENERG ~ ~ 90' / i ~ I ~ ~ _ ~ ~ e~ ~ ~A 1 t ~ I ' i ' I % p O.v
~ RIP RAP ENE Y 39 ~ ~ 4 TORS TYP. ~ ~ - ! i ~ ~ ~ ~ ~ ~
DISSIPATORS P. ~ t ~ i' ~ ~ / ~ i ~ i 2s. ~ \ 13 ' 1 - ~ ' i l ~ ~ '1e \ 1,oa' l , / j~ i f~ % ~ cp Z ~ ~ z
I j i r~ V ~ ~ { ~ ~ I ti k' ; ; o
RIP RAP ENER j ~r ~ ' ~ 139. / ~ 135.3 1 1 5 1 \ ~ , ~ . ~ ~ DISSIPATORS • ~ . 8 ~ ! 126.60' ' 51.9 , ~ ~ ~ ~ ~ - ' J.T. ,~FfREI'S, ET. Pl F- ~ a
0 1 1 ~ 148.6 ~ ~ ' .1 ~ ~ i 0 '2 N ~0' ~ 1 ~ i' ~ ~ ~ i ~ Q. ~ o y QED X01( 757, PPGE 350 nn~~ ~ i u. ~
W ~ - ~ 115' ro, ~ A ~ ; ~ ,
I ,~s --,fr-._.. ~ ~ ~ ~ W
I ~ 115 ~ , / ~ 1 I I a ~ t \ ~ S 9 ~ ~3 COMMON AREA ~ h s~ ~
~i o ~ l ~ i b- - ~ 1~ Z ~ 6 p 2 F ~
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~ ~ ~ ; ~ ; ~ ~ 2a - ~ ~ ~ _ h "
~ ~ h 4 ~ 5 o ;y ~ ~ i N ~O i , _ ~ ~ ~ i - 129.05' ~ ~ ~ ~ .r O ROADWAY LL ~ ~ FILL
~ ~ i' % - 115• ~ , O ni 'b
~ E - ~ 1839 ,a0 { . N 115.00 > ! E 70915 `o , ti ~ tij
S5 ~ \ PREFORMED ~ .r- - RES/DENTIAt ~ 4J \ ~ _ - - -
~ SCOUR HOLE, ~ Ep,SEM ~ 9. TYP SEE DETA!
GRES _ - ~ ~ , E RED OAIC PLANTAnON, I ~ ING'~ESS 1 THIS SNfE7. - _ - - C~ - _ - - -
i" SECTON ONE ` t65•~ ~ ~ PLAT CABINET 'r,1' _F ~ CHECK - - _ _ _ -
, , SUDE 24 i' ~ ~ ~ DAA! 1'YP. -
~ R ! NT I ~ RED 04( PUNIATION £SD£ lAt ; O I ~ - _ -
~ ~ ~ ~ ~ V SECTON ONE . I ROrIDSIDE ~ ~ ,J - - PIPE OIAAIETER -
1 ~ • ~ ~ DITCH ~ \ " r' / v PUT CABMIET SLOE 24-F TOTAL Fl I A / 'C/ I / , - D -
,y LL AREA WfTH N ~ ~ , ~ _ ~ ~ s~REa~ cROSSnrc - ~ ~ \ W ' ,v 8
t,s55 s.F, (0.039 Ac.) ~ / 00 ~ ~ Z /i ~ _
~I O r`1 I ~T ' I ~ ° n r. n ~i °1 I ~i ~ ca i r, ~ n ~ ih 1 o ,i / r J.T. JEFFREYS, ET, AL STREAM BOTTOM
V1 r: r, rp ~r ~ ~I ao~ w . ~ ~ ' ~ Obi (D ~ / / Z = / DEED BDlN( 757, PAGE 350
Z o: rn a. oil rn~ rni ~I rnl o~p a, ~ A j~,~ r~ ~ . I ~ I I I~~I ~ ~ I I ! ~~I ~ r~ D 15" 18° 21 ° 24° 2T 30" 36" 42" 48"
I I ~ I ~t _ w L-s " " q " l~~ co B 3 4 5" 5 6" 6" 8" 9" t'-0 Z
_ } r_ -I PROPOSED 42' PIPE. SEE ~ 1 _ _ _ _ _ _ ~ ' ! PIPE INSTALLATION DEPTH n ~ ~ ~ ~ Q o
CTS v _ _ _ } , ~ ~ 1 t FOR AQUATIC PASSAGE DETAIL ' t o J Q 0 i ti PIPE /NSTALLAT/ON DEPTH
11C~ CONSTRUCT ENDWALLS ON ~ ~r1 QAi( PUN TION REO TA v w a
_ _ ~ __~.y_. _ ~ i TH 80 EDS. _ _ _ OODED F SECTION ONE OR A~UATiC UFE PASSAGE o Y W W
_ _ ~ , 105 . _ _ ~ ; ~i~' ~ ~ 50' RIPARIAN BUFFER i , : / i V P~pT CaBp~T "hl" 4-F SUDE 2 / SQUARE PREFORMED Z
~ ~ V!il E10.00 -fin( a'CL 'G.00 vi ~ 105 j •n` ~ . / ~ / REQ'D DIM. SCOUR H(~E {PSH} ~f-
• _ _ FL 44t54,QL ~ Pl UQ I~ I _ . _ ELEU S5 ~ ~ ~ ~ _ ~n i It~P J ~ ..G ' PERMANENT 5011 / lL Q
.u V t ~ _ . _ K -45,67 ~ ~ -yl ~ , ~ „ _ a5ti , t ZONE 1 RIPARIAN BUFFER = 0.02a AC. / \ 8 4'_0• PIPE OR Df1CH REINFORCE1JEPfT
100 ~ ~ ! ; , , _ _ _ _ I ; if , I ,,I ~ ~ D ~,_G.
~ RiPA IAN ~ - 1uL ~ ~ ZONE 2 RIPARIAN BUFFER = 0.014 AC. j ` Ltd _ _ _ BUFF R . ; I , ~ ~ ~ I ~ ~fl~, A W 4,_0" A i-^. 0 9 0 0 00 00
~ ~ C d 0 -6 0 0 9 C° ~ pppp o ? ~c o00 0 00
. ~ T 1 CON RUCT N W P ~ , p g5 _ _ _ ; EYI~~INb GRQUND~ i ST E D ALL ER NCDOT ' ~ n(19^ t 95 I STANDARD CONSTRUCTION DRAWING ~
838.01 CAST-IN-PLACE OR 938.80 _ . _,CO STRUC7 ENDWAU PER NCjOT_ _ ROPOED ;;ROUND ) / ~ ~ N AR T 1 , ! ~ (PREC ) (TYP BOTH PIPE ENDS . _ .,SI _Q ..Q.CON$ RUCT1ON. DRAWN~a _ i .AREA t0 BE .PIECE ~ ! I ) / ~ ~ p4P 00 000 ° o ~ ~ ~ ~ I ~ 009 0 0°00 ° 0 0 0
.o " _ oe
01 (CASI-IN,PIAI)_OR 838.80
(D 90 - l CASI}krYP. 80TH-PWE -ENDS) - PROPOSED 4; RC a mr LLEV = 73P 96 / DITCH SIOP> NATURAL WITH NATURAL GROUND. GROUND RIP RAP
LINER: CLASS 1
c r oo ¢ r u r e h r n RIPRAP ENERGY RAP ENERGY _ ~ ro w r~ oo cd~ .n rn.,: ra~ a~ a ~ ' D 25 50 B RIP RAP, 12" THICK .F- 1' TUCK SEED WITH NATIVE
~i o * ~ J v n co DISSIPATOR TYP. m tr rn T $ 1 w rn and rn rn rnj sw\ °0°°° INSTALL LEVEL AND FLUSH WITH FILTER FABRIC GRASSES AT --a- (4' min, typ.)
LLJ +~0 40+00 +50 41+00 +51, 42+00 +50 HORIZONTAL SCALE IN FEET SECTION A-A INSTALLATION PLAN VIEW
SCALES: 1"=50' HORU. PRECONSTRUCTION NOTICE WS VERT ROADWAY PROF/LE ACROSS BLUELINE 1 NOTICE
DETAIL OF CROSSING BRANCH PREFORMED SCOUR HOLE DETAILS BRANCH

IFGEND ~ AblES
I lI ~(E
R~~'R • I.Sf, DENOTES IRON STAKE FOUND S,Q O LS.S, DENOTES IRON SLAKE Sf7
l/F ~ DRAINAGE CALCULATION CHART FOR 10 YEAR STORM USING THE RATIONAL METHOD
~ 9 ti A~~~ wN R P R
~ G ~ t. Pc DEMDTf~ POINT pf CURVE. 0 E DEYECO E ~p ~'S ~O qo F~ cF 7. PT DENOTES POINT Df TANGENCY. O RUNOFF CALCULATIONS FULL PIPE CAPACITY ACTUAL ~°y
.i SIDE YARD SfTB4CK 1S TO fffT. EAGLES POINIE PROPERTIES, 1 L C
~ I, REAR YARO SETBACK /S ?5 fEr.7. 103 W APRIL LANE PIPE ~ A T I C 4 SIZE TYPE S V Q %FULI V w
6 5. SEE RESTRICTIVE COVF,WNTS GOl DSBORO N. C. 21530 FOR 1AND USf RESTR/CTKJNS. W
s, Mss D A~OTES ~~N BIOG: sET BACK INE. 919-731-4044 1 E t 1 4 ~ ~ ~ 0 86 20 .80 0.30 1,24 18 RC 0.15 ~.30 4.07 30.41% 0.70
z A(l RICN~ Of wAYS ARE 60 FEET ~ 8. TN1S PROPERTY Sk411 BE SERVED 1 ' ~ o ZZ ~ 2 1,84 20 4.80 ° ~ 0 30 2.65 18 RC 0.50% 4.20 7.43 35.67% 1,50 N
BY fORK HATER DISTRICT. ~w
SITE 9. ?0' PAYE~IfN7 NIDTH ON A RO40S 3 1,84 20 4.80 0.30 2.65 18 RC 2.08 8.57 15.15 17.49% 1.50 ~ ~ _d
C 1 v$' ~ ~ -o U
O N ~ 4 23,0 20 4.8G 0.30 33.12 36 RC 0.50% 6,75 48.0 9.00 4.69 ~ 6
sir ArA
o ~o0 2aa ?Q ~ 5 5.8 20 4.80 0.30 8.35 i 24 RC 0.20 3.30 10.3 81.07 2.66 ° I ~ _
TOTAL NUMBER Of LOTS = 51 ~ ~ ~ EG~FND 1 6 50.0 20 4,80 0.30 72.00 42 RC 0.609; 8.30 80.0 90.00` 7,60 z ° w
TOTA1 AREA IN TRACT = 68.285 AC HORfIONTAt SCALE IN FEET = sa' R~ARIAN ~1FFER TOTAL t , f. IN STREETS = 3, 815 L. F,
sMAILESr tOT SLZE = 20, Dos s; F d Qty i~ Y o~, NOTE: ALL INDIVIDUi~I LOT DRIVE P1PE5 ARE THE RESPONSIBILITY OF THE DEVELOPER (15" M1N. DIA.. TYP.) o o ~ a m
r-~ = w4oD uNE Ai~ERAGE 1 OT SIZE = 30, 880 S. F, F o ~ r,~,
~ NOT OR RECORDATION, MIN BUILDING SETBACK = 30 ~ -r~ L X
CONVEYANCE OR SALE a° w
USU""
rZ~~
Q vlN ~u7V3
RNER ~.UFF ~ RI4ER ~.uFF . ~ ~ sEC11oN THREE ~ sECnoN wuR RNERS EDGE y~ h ~
~ J.T. JEFFREYS, ET, AL 3 p
RESIIJfNTl4l ~ PLAT CAB, 'K", 20-D ~ RESIDEN1l~ PUT CAB. 9(", SLIDE 25-H R I NT/A . ES DE t PLAT fAB. "FI", SUt1E 50-J RESIDENTG4L ~ WOODED ~ ~ 03 DEED 84~t 751, PAGE 350 o p ~ ~
. ~ S48 57 66 E 3052.70 . NC9w
~ ` 2 S. 1.91' S9.Ofi' 155.21' 178. - 1 ~ , ; r , 5 2 2 35.Q0 145.47 ,.J.7S 32' 4
~ ~ ~ '~~il ii ~ I ~ : ~ ~ ~ , v I I ~ ~ i t~l~ iii ~t} I i i 1 II I ( ~ ~ I ~ ~ ~ j( ~i r.Ill! ( \ ~ ~ ~ ~ I ~ ~ ~ i ~ ~
/ i ~ a ~ ~ ~ I I ~ I I I ~ ~ i! i I i~ li , ~ I r i !111 ~ i I~ li I i i !l ~ i'i ~ , ~Ii !I II ~ f~~~~ I ~I I ~I > t i ii I ~ I ~ r i ~ r r i I ~ f 1 i 1 i , W it Kalil
~ A ~ s ~ ~ ; I I-~I ~ f t,G' S0' RIPARIAN BUF ~ ~ I ~ I i ~ I __._._.t,. --y--i°1--i-~- SO' RIPARIAN BUFFER ~ 50'' RIPARIAN BUFFER i O 50' RIPARIAN BUFFER ~ Q ~
~ I ~ ~ _w,. ~ I ~ ~ 1 ko M ~ I ~ ~ _ z A, A. i j h ~ ~ N
,a $ ~ I ~ ~ I ~ N 32 1 a ~ ~ pp I 8 ti / ~ i I ~ ~ 1 A ~ \ Wa ~ A 'c
~ ~ N N p 2 ~ p I 'S ~ ~ Q ~ I ~ ~ 0~ ~ N I ~ J i ~ \ ~ ~ e
~ ~ ~ I 24 ti i' ~ ~ ~ ~ p~ ~ © W
~ ~ ~ ~ I~i i~ 1 , ; j' ~ 9 ~ 33 4s' ` I l ~ 1 ~ r r~ I I~~ ~ ~ 5Q. 3 28 , ~ ~ ~ 1 1 ~ ) 9 i r' " I
w l I 4~ I ~ G;; ~ 1 ~ 123 ICI ~ ~ g ; i COMMON AREA
;l7 17 •w \ 28.2 135.00' O.t ~ ~ ~ ~ ~ 7.18' ~ ~ 83,36 47. 0' 1 ~ R E RGY ~ 1 ' J`` G4.4T G4. ~ I ~ x ~ r
~ ` ~ 29 °~s3~ I i ~ ~ - ~ ~ I ~ 5 ~ DI PATO TYP. ~ ~1`'~ ~ ~ ~ / i ~ & ~
~ ~ ~ V ~ 1 147. t 8' ~bti , . _ . , , , : ~ , I 1 ~ r ~''.'V ~ ~ ~ 0. ~ _ ~ o 1' i I o>
~ 2 4. g' ~ ~n ppI 1 ~ Z
~ 52.22 149 ~ - _ - ' ~ ~ d' 1 ~ 9.79 I ' ? ~ y ~ 1 / o~ I I ~ ~ ~ r C3~ © ~D 1 ~ l ~ ~ ~ l ~ ~ fp ~ o
cn "0 ~ ~ ~ - ~ ~ ~ ~ ~ / ~ 69 / ~ ~30' ~ ~ ~ ~ / ,h/ ' 1 ~ . ~ ~ ~ _ r ~~j % ~
~ / - 9 ~ w ~ ~ ~ , i ti - ~ / r ~ I
300.00 ( 9 L ~ ~ Z / ~ ~ ~ - m, ti ~ ; 2 l ~ ~ O. ~ ~ c~
RIP RAP ENERGY ~~5 ~ ~ ~ ~ ~ p'1 O 'y J t? OISSIPATORS TYP. t 72.70 i"~ /~Q ~h ~ t i 4 ~ ~ ~ ~ ~ ~ ~q 1 ti ~ ~ i ( ' ` d' r I ~ I ~ ~ O' i I ~ ~ ~ ' I I I
~ 77.92' ~ , i ~ s _ ~ ~ ; I I ~ 46 I I ~ " l`
W f 8 N / I I ~ t0 / iY N . ; / -SITE AREA i ~ , ~ N
( i _ I ~ f ~ I i ~ I ' ' ~ F~ REQUIRED BY i j I ) ~ ~
I ~ ~ ~ 200.40' t ~ l ~ ~ ~ ~ X / 32' u ~ ~ ; ~ ( , g i ~ .9 , ~ ;HEALTH DEP . ~
77.92' S 49 • ~ / ~ o ~ ~ i i, i ~ f / , ~ ~s ~ e s COMMON .AREA ~ ~it ~
1 ~ \ ~ ~ O ~ k; ~ ~ { 'd~ ~ ~ ~ I ! ~ ~
~o f ~ ~ ~ i / } t i ~ ~ 50 ~ , .,6 ~ . r ~e , ~ if 1 a _ , r i- ; ~ 1 ~ ~ ~ _ f- e r,~„l ~ ~ ~ i ~ W
36 ~ ~ _ 83.7, ~ ~ , lQ ~ ~ ~ ~i;`: i ~ ~ ~ 51 ~ 296.80', 4 ~ ; ~ \ _ i ~ ' ~ ~ ~ j ~ Q ~ ~ 1(~
© r + b a; ~ ~ ~ h 6. 1 5 / / ; Ql _ ~ + 15g 71 A , 0 , ~n~~ ~ ~ ~ -3 ( i s . ~ `
~ ! i I ~l I Q s. $ i~ I ~
~ 2 ~ 11 .'S8 ~ ~ ~ ~~Q ) I 4 I ~ 185, A3 ~ ` ~ ! ~ ~ ~ Oro \ ~ / LL o ~hti~ ~ - ~ ~ l ~ ~ w
1~ 21' ~ 1 ~ , ~ ~ ~ ~ , f ~ tiO' •70 1 4 ~ / ~ ~ s.sl 44 h9 i ~ ~ ~ / ~
0' ~ / ~ ~ ~ i ~ r D A ~ 2 - ~ ' ,I. 37 ~ / ~ l i i 1 ~ ~ ii Z I ~ 1 Q
\ i ~ ~ ~ f- Z
/ r / ? r ~ Ak ~ WOODED Z
733.9 ' 36 ^ ~ N ~ , 6 ~ ~ , ~ i 3 f ~ N ~ i 42 \ ~ ~ - l Z I ~ 0 ~ I
o ~ , ~ ~ 1 t , 2 / I ~ R1P RAP ENERG ~ ~ ~ 9O' ~'~i ~ v U i ~ ,r.~ E~
~ . / ~ TORS TYP. ~ ~ ~ ~ RIP RAP ENE cY 39 ~ I 4 ~ ~ ~ l i ' ~ ~ o ~ ~ ~
I 1 40 ~ ~ .a . • ~ ~ , - / OISSIPATORS P. ~ 2~ 1 ~ 3 I / ~ / ~ ~ 8, •4 V ~ ~ ~jf ~ ~ ~ ' - / Z z / s
11 ~ ~ 221.08' ~ ~ < < ~ l ~ X56 Bu' I ~ i` / U ~
~ I ~ I ' r ~ " ~ ~ 38,58 • " / ~ / RIP RAP ENERG ' 13 f " , . 5 ~ ~ ~~a I \ ~ ~ ' ~ r ~ J.T. ,~FFREYS, ET. AL / DEED BOOK 757, PAGE 350 MM O
[ OIS5IPATORS ~ , ~ 5.38' 97.81 ~ . • , I ~ ~ ( O ~I LJ~. ~ ~ a ~ ~ a ~ ~ 0 ~ U
N • ~ 148.6 6 . ~ ~ ~6~ ! / , ~ ~ u', i
115 ~ ~ ~ ,r ~ ~ 1,5' l ~ ~ V ; ; sP h ~ --,o---_____,_ W
~ ~ ~ 115' ~ ti~ i=%:~11 S? ° ' 1g COMM N AR A ~ . 0 E a s Z ~ 8> » o
110' 110' ~ ~ N ~ ~ ( / ~ 6 ~ F 0
~ 110' o .~A ~ ~ l l \ ~ ~ 1.07 ~ ~ 2~.0~' a
o ~ g 9 - 2 ~ ~ ~ ~ g Q $ \ ~ I ~ ME ~`L , z
~ ~ ~ ~ $ 8 ~ \ i 2 I $ E ESS h ING4~ \ ~ CULVERT WITHIN ~„u
~ N so 2 WAY LL
~ ~ 4 ! ~ 5 ~ ~ 19.05' N r o ~ r.- , ~ ~ \ ~ -FILL ROAD h ~ Q.
' . M ' ~ i~ 115.00 O i ~ 1839.8 ~ \ O N
r i ~ l ,15.00' E i ~ ~ ~ '15 co ~
I ~ ~ S5T09 ~ ~ ~ \ PREfOR4/ED RESlDENTG4[ ~ _ _ _ _ _
r.- ' ~ SCOUR M?LE, \ ' - - - h - - \ ~ _ - - - _
~E~ TYP SEE DETAIL, \ i S EGRES ~ RED 4N( PLANTATION' THIS SHEET ~ - _ _ _ - - -
INGRES _ - ~ , ' 2~ SECitON ONE ` ~ _ - -
` 16 .7 ~ , / / PLOT CAr~NET "M", SURE 74-F CHECK ~ ~ ~ i
U+ - = PIPE DIAMETER =
RESIDENTS ~ ~ ~ auc PLANTATION ~ i ~ I I ` N - . - D =
SEC1gN ONE RQADSIDE ' % . ~ ~ ITCH D ~ ~ ~ , 'V ~
v I , PUT CABINET "hi", SLIDE 24-F TOTAL FILL AREA WIT}iIN ~ -f ' . ~ y i STREAM CROSSING = l a ~ w 1!/~ ~ B
0 ~ ~ c~ ~ 1,655 S.F. (0.038 AC.) ~ ~ ~ i \ Z i ~ C7 -
f c ~ ~ ~ 1 STREAM BOTTOM J.T. JEFFREYS, Ei. Al Z
p N o n r~ ~ ro rn ca o of ~ n o,~ ,n , o , n n n .n » ~ ro N. ~n o, a ~ ~ ~ r: h ui ~ ~ ~ n ~ ^ ro m N \ • DE BOOK 757, PAGE 350 ~ p 15" 18" 21" 24° 27° 30" 36" 42" 48" - ,r
rn a, I rn ~ ~ it T rn ~ ~ rn m O ~ " " " Z
a a ~ , U' B 3 4 5" 5" 6 6 8 9" t'-0 Z ~ ! ~ I ~
' PROPOSED 42' PIPE. SEE ~ % 0 0 o ~
U _ . O _ _ ; PIPE INSTALLATION DEPTH ~ _ _ _ I I FOR A4UAnC PASSAGE DETAIL. ~ ~ \ 'I, ° PIPE INSTALLATION DEPTH F- U
~ 110 _ _ _ _ . . _ . ~ I _ 11p ! CONSTRUCT ENDWALLS ON G ~ ~ V ~ ~ RED ofK PUNTATION woDDED FOR AQUATIC L /FE PASSAGE
o ~ NTH ENDS. N NCO i N _ _ _ _ 1 E~ _ ~ 5ECT10N ONE LLI ~ W ~o
_ ~ _ ~ _ _ ~ 5O' RIPARIAN BUFFER ' PLAT CA8~1Ef °M°, SLIDE 24-F ~ ~ SQUARE PREFORMED
~ , lO5 . ~K. ,105 a VCL 110.00 JCl 10.GG „'4, SCOUR HOtE PSH REQ D DIM. ( ) //,A, PERMANENT SOIL
_ _ . _ _ _ _ F1 40±511,94 _ i ' + P_I.42' 4G,09 „ "G' LL. B 4'- ° PIPE OR DfTCH REINFORCENEM
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