20060718 Ver 1_COMPLETE FILE_20060427

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 28, 2006,
DAL Properties, LLC
Pickett-Sprouse Real Estate
Attn: Mr. Mark O'Neal
PO Box 52118
Durham, NC 27717
Subject Property: Efland Property
Eno River [030401, 27-2-(1), WSII, HQW, NSW
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0718
Orange County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. O'Neal:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.015 acres of wetlands, 60 feet of streams, 2,400 square feet (ft) of Zone 1 of
the protected riparian buffers, and 1,600 square feet (W) of Zone 2 of the protected riparian buffers for the
purpose of constructing the proposed subdivision at the subject property, as described within your
application dated March 3, 2006 and received by the N.C. Division of Water Quality (DWQ) on April 27,
2006, with additional information received June 7, 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) NW14 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 a new 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
Nye Carolina
Nalmally
401 Oversight/Expres5 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: htto://h2 o.enr.state.nc.us/ncwetlands
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Page 2 of 3
June 27, 2006
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:
Amount Approved (Units) Plan Location or Reference
Stream 60 feet Revised PCN 8 of 13
404/CAMA Wetlands 0.015 (acres) Revised PCN 8 of 13
Zone 1 Buffers 2,400 (square feet Revised PCN 11 of 13
Zone 2 Buffers . 1,600 (square ft.) I Revised PCN 11 of 13
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version. of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal,.or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual.. The devices
shall be maintained on all construction. sites, borrow'sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control,t..Manogeine0;:Pxacttc_es;. •shall•be:peiforined .so that no violations ofsfate:w4!%.--gttaiity
standards; stafd ,' or rules occur. y
t_
4 NQ Sedliriet?t & Erosion Control Measures,w/n-Wetlands;or 1. ate s 7
Sediment and erosion control: measures shall Itot be placed m Wetlands• br waters •to the; maxtinum
extent practicable'- If plawi e'nit sedltneat and erbsten control-devices jn wetlands-and:waters
is unavoidable, they_shall &- ernoved afid the:natural grade r-esfored withiii,six rtiotiths 6f the date
that the Division of Land Resources-tias released.the project:
f.
One
No Carolina
?vatunilly
401 Owrsight/Expres§Review Permitting_Unit
1656 Mail Service Center, Raleigh; North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone]S6 1 Fax [phone],•
Internet: htfp:/%h2o:ehr.state.nc,usincwetlands_ _ •
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Page 3 of 3
June 27, 2006
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
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 213 .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. 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 213 .0233 and GC 3404.
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,
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.
No One
Carolina
?tura!!y
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: htto://h2o.enr.state.nc.us/ncwetlands
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DAL Properties, LLC ,
Page 4 of 3
June 27, 2006
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 at 919-733-99721 or Ian McMillan at 919-733-95A2..
erely
Alan W. Klimek, P.E.
AWKIcbk/asc
Enclosures: ' GC 3404
Certificate of Completion
cc: Fritz Brunssen, Brunssen Engineering Services, P.A., 36 Churchwell Ct, Durham, NC 27713
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
Orange County 200 South Cameron Street, PO Box 8181, Hillsborough, NC 27278
File Copy
Central Files
Filename: 060718EflandProperty(Orange)401 +NBR
Nose Carolina
Natura!!y
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: httro://h2o.enr.state.nc.us/ncwetlands
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Brunssen Engineering Services, P.A.
Engineering - Consulting - Planning
06A-119 6-1-06
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
2351 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Re: DWQ Project # 06-0718
Dear Ms Karoly:
Response to comments dated May 16, 2006.
Item 1: - New PCN attached to letter
Item 2: - Vicinity Map, USGS, and Orange County soils map are attached.
?-- - 14, Cq ?
Item 3: - Lot layout and future building locations were added. See drawing #1. The new
buildings are near the buffer as shown on the drawing. The buffers are Orange County
and Neuse River. The Orange County buffers are outside of the Neuse River Buffers.
Item 4: - The maximum impervious surface allowed per Orange County Ordinance is
6%. Per Ian McMillan, a breakdown of the various impervious surfaces is not required
since the impervious surface is less than 20%.
Item 5: - Level spreader Worksheets are attached. A signed and notarized Operations
and Maintenance Agreement for the Level Spreaders is attached.
Item 6: - Per drawing 3, plan and profile sheet of the roadway, indicates the profile of the
road crossing the low area. The profile indicates the least amount of file that can be used
in this crossing and meet safe driving standards. Bank stabilization is indicated on the
detail sheets.
Item 7: - On sheet 1, all impacts on the buffers are shown.
Item 8: - All drawings are submitted at full size.
Item 9: - A legend has been added to differentiate the two Zones of the Neuse Buffer.
The Orange County Buffer is shown also. The plan shows Zone 2 as cross-hatched.
Zone 1 is just an offset distance.
Item 10: - All buffers around the streams and 100 year flood planes ar wn.
D
36 Churchwell Court, Durham, North Carolina JUN ? 7 ?006
[phone] Fax [phone] DFNt? • W?i?l dUAL
Email - hnuissen.engineerint Overizon.net AT ITY
w
Brunssen Engineering Services, P.A.
Engineering - Consulting - Planning
Page 2
Efland Property
Response to comments
Item 11: - The cross-section is shown on sheet 3. The pipe is buried in the streambed
one foot. This amount of bury is adequate to provide for the aquatic life to pass through
the pipe.
Item 12: - There are no planned sewer lines on this site.
Item 13: - All water flows into existing ponds and streams. These ponds and streams
flow into the downstream streams that flow past the site.
Item 14: - The stream was determined intermittent by the dotted line on the soils map.
The USGS map does not indicate a stream in this area. The Orange County Officer that
is responsible for this site made a determination of the buffer areas required for this site.
The Orange County determination map is attached.
Respectfully,
B sen Engineering Services, P.A.
Fn z H. Brunssen
Attachments
36 Churchwell Court, Durham, North Carolina
[phone] Fax [phone]
Email - brunssen.engineering((,)vcrizon.net
OF W A rll,44 Michael F. Easley, Governor
William O. Ross Jr., Secretary
G3 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 16, 2006
DWQ Project # 06-0718
. Orange County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Mark O'Neal
DAL Properties, LLC
c/o Pickett-Sprouse Real Estate
P.O. Box 52118
Durham, NC 27717
Subject Property: Efland Property
Eno River [030401,27-2-(1), WSH, HQW, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. O' Neal:
On April 27, 2006, the Division of Water Quality (DWQ) received your application dated March 3, 2006,
to impact 0.10 acres of wetland, 60 linear feet of intermittent stream, and 0.0 square feet of Zone 1 Neuse
River basin protected riparian buffers and 0.0 square feet of Zone 2 Neuse River basin protected riparian
buffers to construct the proposed residential subdivision. Also, please explain how you will be impacting
0.10 acres of open water as a creek as indicated on page 9 of 12 of your PCN application. 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 resubmit your Pre-Construction Notificatipn (PCN) application using the attached most
recent March 2005 version.
2. Please provide copies of a USGS topographic map with the project boundaries clearly shown, and
an Orange County Soil Survey aerial map with the project boundaries clearly shown.
3. In Section III, No. I I of your PCN application, undor "Explain tho purpo¦o of tho propo.od
work", you state, "The pipe is to allow for vehicles to cross the drainage way to travel along the
road to the proposed house sites". Therefore, please indicate proposed lot layout as overlays on
the site plan and place building envelopes on all lots containing wetland, stream or buffers.
401 Oversight/Express Review Permitting Unit aturau//
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard. Suite 250, Raleigh. North Carolina 27604
s
Phone: [phone] / FAX [phone] / Internet: http:/lh2o.enr,state.nc.us/ncwctiand
I?,p?tliCaropta
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Page 2 of 2
May 16, 2006
4. Please specify the percent of project imperviousness area based on estimated built-out conditions
and provide an inventory of all impervious surfaces (building footprints, roads, driveways, decks,
sidewalks, gravel-covered areas, etc.) per Section XI - Stormwater of the March 2005 PCN
application. Please note that if the project impervious area exceeds 30 percent, a stormwater
management plan will be required. ! ddb
5. Please submit the level spreader worksheets and signed and notarized Operations and
Maintenance Agreements for the level spreaders.
6. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the
site plan.
7. Please indicate all buffer impacts on the site plan.
8. Please submit drawings on full plan sheets.
9. Please indicate the location of the protected buffers as overlays on the site plan, and differentiate
between Zone 1 and Zone 2 on the plans.
10. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as
overlays on the site plan. ' to Tel
11. Please provide cross section details showing the provisions for aquatic life passage. S
12. Please locate any planned sewer lines on the site plan.
13. Please indicate all stormwater outfalls on the site plan.
14. Please provide documentation regarding how the stream was determined to be intermittent.
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 Eric Kulz
of the DWQ Raleigh 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 Mr. Ian McMillan or Ms. Cyndi Karoly 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
DAL Properties, LLC
Page 2 of 2
May 16, 2006
CBKlijm
Enclosures: March 2005 Pre-Construction Notification Application
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Fritz Brunssen, Brunssen Engineering Services, P.A., 36 Churchwell Ct., Durham, NC 27713
Filename: 060718EflandProperty(Orange)On_Hold

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader Is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height oflsix (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print
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Phone: '71'7 -
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- 03 i s5
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Date: 417,104
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
to have been sold andd? resident of the subdivision has been named the president.
I, K a Notary Public for the State of 14 J11W, f,4 oe_ NA ,
County of .f , do hefeby certify that Av Al t/) le ? L
personally appeared before me this ? day of ,z7?, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
GREGORY T PAYNE
NOTARY PUBW
4 AMIXio
SEAL
My commission expires D 30 l0
Page 1 of 1
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 0 '? 1
(it any particuiar item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit X? 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: X?
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: ?NOT APPLICABLE
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 m:-
NOT APPLICABLE (?Gj u
II. Applicant Information
JUN
1. Owner/Applicant Information nEriK . WATFA QUALITY
Name: DAL PROPERTIES, LLC wMAWS AW 8TOR WT8 BRANCH
Mailing Address: %PICKETT-SPROUSE REAL ESTATE
PO BOX 52118
DURHAM NC 27717
ATTENTION : MARK O'NEAL
Telephone Number: 919-493-0395 Fax Number: 919-493-1523
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: FRITZ H. BRUNSSEN
Company Affiliation: BRUNSSEN ENGINEERING SERVICES PA
Mailing Address: 36 CHURCHWELL COURT
DURHAM, N 27713
Telephone Number: 919-544-1159 Fax Number: 919-544-1201
E-mail Address: BRUNSSEN ENGINEERING©VERIZON NET
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: EFLAND PROPERTY
2. T.I.P. Project Number or State Project Number (NCDOT Only): NOT APPLICABLE
3. Property Identification Number (Tax PIN): 9845-91-3375. 9845-90-5517
4. Location
County: ORANGE Nearest Town: EFLAND
Subdivision name (include phase/lot number): EFLAND PROPERTY
Directions to site (include road numbers/names, landmarks, etc.): US HWY 70 TO SR 1004
(EFLAND CEDAR GROVE ROAD) NORTH APPROXIMATELY 1 MILE
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): 852109N , 1948448W
6. Property size (acres): 91.02 ACRES
7. Name of nearest receiving body of water: McGOWEN CREEK EFLAND MILLPOND
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/.)
Qe Aepariae the oxiptina vonditinn4 an tho o4ite anti sonern) lnnd tube in the wivinity of the ttroiwot
at the time of this application: ADJACENT PROPERTY I$ USED FOR AGRICULTURE
AND RESIDENTIAL
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: BUILD A
SUBDIVISION ROAD AND INSTALL A CULVERT IN DRAINAGE WAY.
BULLDOZERS GRADERS AND PANS TO BRING IN FILL, SEED_ AND MULCH
DISTURBED AREAS. CONCRETE PIPE TO DRAIN WATER.
11. Explain the purpose of the proposed work: PROVIDE ACCESS TO SIX LOTS ON THE
OTHER SIDE OF DRAINAGE WAY
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior • segments of the same T.I.P. project, along with
construction schedules. NO PREVIOUS PERMITS REQUIRED OR APPLIED FOR
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 ADDITIONAL PERMITS ARE REQUIRED FOR THIS PROJECT.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whetherf 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: CLEAR, GRUB. GRADE.
INSTALL CMVERT, SRINO IN FILL TO MEET PROFILE OP PROPOSED ROAD.
STABILIZE THE DISTURBED AREAS PER EROSION CONTROL GtIDELINES
INSTALL LEVEL SPREADERS TO NOT IMPACT BUFFER REQUIREMENTS
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,
se aratel list impacts duet o both structure and floodin .
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)
1 CLEAR, GRUB, FILL FORESTED NO ADJACENT 0.015

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 1.5 ACRES
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, 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 UNNAMED FILL & INTERMIT 2 FEET 60 0.002
TRIBUTARY CULVERT

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (inclpding 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)
1st/A N/A NONH NIA NIA

Total Open Water impact (acres)
Page 8 of 13
6. List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres): 0.002
Wetland Impact (acres): 0.015
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.017
Total Stream Impact (linear feet): 60
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X? 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.
NIA
8. Pond Creation N/A
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. WE HAVE WORKED WITH
THE ORANGE COUNTY EROSION CONTROL OFFICE IN RESPECT WITH THE
DETERM[NING THE LOWEST POSSIBLE IISTURBANCE AND MEET THE IMPACT
JUSTIFICATION PER THEIR ORDINANCE REQUIREMENTS. ALL OTHER CROSSINGS
CREATE A LARGER AREA OF DISTURBANCE. IT IS OUR OPINION AND THE
OPINION OF ORANGE COUNTY THAT THIS IS THE BEST CROSSING OF THIS
DRAINAGE WAY
VIII. Mitigation
Page 9 of 13
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.nc.us/ncwetlands/strtngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment ino 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 If tins of the NGRUP is rro"06"440 p1*01661
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NIA
Amount of buffer mitigation requested (square feet): N/A
Page 10 of 13
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ? No X?
X.
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 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 X? 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. I
Zone* Impact
Multiplier
Required
s uare feet Mitigation
1 2400 3 (2 for Catawba)
2 1600 1.5
Total 1 4000 1 1
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Page 11 of 13
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
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. MAXIMUM ]IMPERVIOUS SURFACE
AREA IS 6% - 5.46 ACRES
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.
THE RESIDENTIAL CONSTRUCTION REQUIRE INDIVIDUAL NITRIFICATION
FIELDS AS PERMITTED BY ORANGE COUNTY HEALTH DEPARTMENT
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X?
Is this an after-the-fact permit application? Yes ? No X?
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 X?
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:
RESIDENTIAL CONSTRUCTION IS PROVIDED ON A DENSITY OF ONE UNIT PER 10
ACRE LOT. NO ADDITIONAL SUBDIVISION OF THE LOTS CAN BE PERFORMED
WITHOUT ORANGE COUNTY PLANNING DgPARTMENT APPROVAL
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).
NO OTHER CIRCUMSTANCES ARE INVOLVED
Page 12 of 13
Page 13 of 13
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(Agent's signature is valid only if an authorization letter from the applicant is provided.)
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DWQ Project No._ _ to (9 - / 18
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please comple-@@ the following information):
Project Name : F F i-PW 6 f"2o PEr2Ty
Contact Person: F P 17- -z- 14 13 )? U nJ SE Phone Number.
Level Spreader ID: , N e mr 7z) 2 Q5/ 8-(
Level Spreader Length 20 (P ft.
Drainage Area _ 2--9J ac.
Impervious Area O 2' ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 7 5 cis
Max. Discharge to Level Spreader [. '75 cfs
Filter Strip/Buffer Vegetation SN i C C eA56
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method ?( yecArInfur _
REQUIRED ITEMS CHECKLIST
Ge?Ass 5 WALC
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. if a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lican 6,a W
Level spreader is at least 13 ft. per cfs for thick ground cover
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
or grass or 100 ft per cfs in canopied forest with leaf
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement in ludes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No._ n l - n r11 P
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete a ollowing it
Project Name : E'F Lk0d b P ?d
Contact Person: j~,P tl? (4,( 1i/Irr NS
Level Spreader ID: ,
NI-14-r -D 805A
Level Spreader Length 13 ft,
Drainage Area ac.
Impervious Area . O Z ac.
Maximum Filter Strip/Buffer Slope (a %
grass
Max. Discharge from a 10 Year Storm -0,46' cfs
Max. Discharge to Level Spreader cfs
Filter Stdp/Buffer Vegetation Zdil < ASS
Pre-treatment or Bypass Method
Phone Number.
8-Z
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 6% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
fQF -1-k FArry£W--- 62A5-5 50J A LE
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
AA A
Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
-Form Scour Holes are on flat slopes only
structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement sligned and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.,_aa =__0 q/ 9
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the followi
Project Name : FLAAJ 6 P20 Contact Person: F 1 T7 t3/? f 1 AAS S En
Level Spreader ID:. ^ I V r1
eXT ID 2 AS ItJ
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
13 ft.
2 fo ac.
ac.
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
O • cfs
cfs
rl?-fck Guess
information):
-_ Phone Number
a-3
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
FeE ; RFA7-mc,-tr -- 6,,e k's s cep A ue-
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /f a
requirement has not been met, attach an explanation of why. At a' minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An Incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lican tials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement in ludes annual erosion and vegetation repair.
The operation and maintenance agreement siibned and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. O(61-') ' (n 7/ 8
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (pIle .
Project Name : A)
Contact Person: t t 2 k
Level SpreaderlD:-
Kc- xr TU
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
following Information):
ft.
/d o 3 ac.
5 ac.
- 1%
Phone Number:
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
cis
Max. Discharge from a 10 Year Storm 2,25,
Max. Discharge to Level Spreader 2. 25 cis
Filter Strip/Buffer Vegetation :?g{t ct?_ t QfaSS (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method ? ATM eA)T- -- t9 ?AsS S
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. if a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lica
Level spreader is at least 13 ft. per cis for thick ground cover
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
or grass or 100 ft per cfs in canopied forest with leaf
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
'The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 0&--C) g l 8
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please co plete the ow?gc
Project Name : rL•4? /> ? jIln (?i
Contact Person: F (L I -T-L N C3 r2U W S S 6
Level Spreader ID: - 31f A C2E rl(, L
Level Spreader Length 30 ft.
Drainage Area , Z ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope 2 %
grass
_ Phone Number. ( 71q Sq Y• - ((S /T
A2,-4 ron 7oP So I L
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
Max. Discharge from a 10 Year Storm 1,35 cfs
Max. Discharge to Level Spreader 3 cfs
Filter Strip/Buffer Vegetation 2_8 ( ! A56 (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method 112 E 4 T7M EI&T Cv 24 55 S4
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licant i ' Is
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement inqudes annual erosion and vegetation repair.
The operation and maintenance agreement si ned and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
Nex-r
2+00 to 3+30 left
Cross Section for Trapezoidal Channel - 4
p Decrlptbn
Brunssen Engineering Services, PA
Cl" ._ . i
Flow Element: Trapezoidal annel 36 Churchwell'Court
Frict on Method: Manning Formula Durham, NC 27713
Solve For Normal Depth
$eotion Date`.- .?
Roughness Coefricient: 0.150 '
Channel Slope: 0.04800 tVft
Normal Depth: 0.59 ft
Left Side Slope: 4.00 ft/ft (H:V)
Right Side Slope: 2.00 tuft (N:V)
Bottom Width: 1.00 R
Discharge: 1.75 ft /s
T` YD-5
?z. q C•s?) ( 0.0 48)
-- 1, "77
?tJTF mAi' - D1 Tc'A
ar cc-L sE C-Po l")
T2Car M En1T-
T
0.59 ft
1
matoIoU5 SLaLrAce -
Q : c rA
(13)(VIYO-90
4
f, (7s
-?t
I-1.0011 --I
300 5F
i
V:1 L
FR
ya-r -0 SA5/j a?Z
2+00 to 3+30 right
Cross Section for Trapezoidal Channel - 4
t?rojeoc torladon Brunssen Engineering Services, PA
`""" "''O"W41
36'Churchwell Court
Friction Method: Manning Formula Durham, NC 27713
Solve
For: Normal Depth
Dais,
QQ
?
Roughness CoefFlcient: 0150
Channel Slope: 0.04800 Rift
Normal Depth: 0.31 it
Left Side Slope: 4.00
ft/ft (H:1)
Right Side Slope: 2.00
ft/ft (H:1)
Bottom Width: 1.00 f
Discharge: 0.45 f'!s
C17 o. 0 ?8)
0
17ou Bce Fr B6eC Lis 'OV ING
.p 1 TCA ?S;- CT7 ©1J
I----1.00 ft --?
?MP?2 L)?ous j(,c2FAC1 1300 5F -
T
0.31- tt
r2 OF 1PO
C. JI07M
C1 A w, p
q.2 2 0. Z 0)
Q
Neer -rD 8?,J B,.,3
5+50 to 8+00 right
Cross Section for Trapezoidal Channel - 4
l rungen Engineering Services, PA
Flow etememt: Trapezoidal cnenne 36 Churchwell Court
Friction Method: Manning Formula Durham, NC 27713
Solve For Normal Depth
`'a86Ctlofi Debi
Roughness Coefficient: 0.150
Channel Slope: 0.03800 I f tft
Normal Depth: 0.38 ft
Left Side Slope: 4.00 ft/ft (H:V)
Right Side Slope: 3.00 ft/ft (H:1n
Bottom Width: 1.00 ft
Discharge: 0.58 MIS
T-= Y D s
((, 2. q)(.??)C 0,0 Sa)
r t?
?---1.00 ft --+

Z?od 5?
P-0cl r ,v C?
_T
0.36 ft

?5g. CAS
B-
5+50 to 8+00 left
Cross Section for Trapezoidal Channel • 4
Brunssen Engineering Services, PA
prq:oe ?ew<xtptiori 36 ChurChwell Court
Flow Element: Trapezoidal Channel Durham, NC 27713
Friction Method: Manning Formula
Solve For. Normal Depth
Sttaiat ?'? - ?, ``
Roughness Coefficient: 0.150
Channel Slope: 0.03800 ft/ ft
Normal Depth: 0.87 ft
Left Side Slope: 4.00 Mt (H;u)
Right Side Slope: 3.00 ft/ft (H:y)
Bottom Width: 1.00 ft
Discharge: 2.25 fe/s
I D5
Cj2, ( X. r7)(0,038)
.Di 7-CA -5f-?:(-Tto d
H.00 ft -i
1 M pefzol OuS ?u2F?4LE 'I
Q C-1 ?
J-/Z 2-)
Z.ZSc s
25DO 5F
-T
0.67 ft
V:1 L
1114
BRUNSSEN
ENGINEERING
SEIMCES, PA
ENGINEERING. PIANNING. CONSULTING
DURHAM. NC 27713
919/544-1159
t
i

ORANGE COUNTY PLANNING & INSPECTIONS DEPARTMENT
Craig N. Benedict, AICP, Director
Administration 245-2575
el .%t?
a e.
Erosion Control Division bq` , 306F Revere Road
[phone] u
a P O Box 8181
[phone] (FAX) ,- Hillsborough, NC 27278
www.co.orange.nc.us "•,+ ?,,.?•'
June 15, 2005
Mr. David Lamond
203 Oak Park Place
Chapel Hill, NC 27517
Re: Orange County Zoning Ordinance Surface Water Identification
PIN 9845-91-3375 8c 9845-90-5517, TMBL 3.40.A.2 8t 3.14..19,
Upper Eno Protected Watershed .
Dear Mr. Lamond:
This letter serves as confirmation of an on-site surface water determination made by Orange
County Erosion Control Division staff on June 14, 2005 for the referenced property. Orange
County enforces a stream buffer along streams and water features in the County per the
Orange County Zoning Ordinance (see Section 6.23.7 Stream Buffers, as amended on May
20, 2003).
An on-site field determination was requested on June 2, 2005 by David Swanson. The
evaluation found that there is several water features on the property that are subject to
the ordinance and one that is not. The surface waters are approximately referenced on
the attached aerial photograph, and previously unmapped stream segments have been
flagged in the field for verification at their beginning ephemeral / intermittent points. The
subject water features will require a 65' or 80' undisturbed buffer based on surrounding
slopes (Please see previously referenced sectio'{? of Zoning Ordinance, attached). This
undisturbed buff6r shall be measured from the tbp of the stream bank landward, the
outer edge of the floodplain landward, or the outer edge of wet, marshy areas landward
(whichever is present and is the greater) and shall be included on the plat.
The following is a description of how the buffer affects the property:
1. Feature A, a previously mapped stream segment, indicates a stream segment
that is subject to buffer requirements.
2. Feature B, a previously unmapped stream segment which is flagged in the field
for reference, indicates a stream segment that is subject to buffer requirements.
WErosion Control Div\Stream Calls\2005\061505.TMBL3.40.A.2&3.14..19.Lamond
R
R Mr. Lamond
June 15, 2005
Page Two
3. Feature C, a previously mapped stream segment, indicates a stream segment
that is subject to buffer requirements.
4. Feature D, a previously mapped stream segment, is not present in the field and
therefore not subject to buffer requirements.
5. Feature E, a previously unmapped stream segment that is flagged in the field for
reference, indicates a stream segment that is subject to buffer requirements.
6. Feature F, a previously mapped stream segment, indicates a stream segment
that is subject to buffer requirements.
7. Feature G, a previously mapped pond, indicates a water body that is subject to
buffer requirements.
8. Feature H, a previously unmapped stream segment, indicates a stream segment
that is subject to buffer requirements. The beginning ephemeral / intermittent
point was not flagged in the field for reference because Feature H is
hydrologically connected to Feature G and I.
9. Feature I, a previously mapped stream segment, indicates a stream segment that
is subject to buffer requirements.
10. Feature J, a previously mapped stream segment with surrounding floodplain
area, indicates an area subject to buffer requirements.
Please feel free to contact me at 245-2587 to discuss this further. I would be happy to
answer any questions you may have at that time.
Sincerely,
)4 A
Wesley Poole
Erosion Control Officer I
Attachments: Relevant Text from Zoning Ordinance
Aerial Photograph
cc: File
MAErosion Control Div\Stream Cails\2005\061505.TMBL3.40.A.2&3.14..19.Lamond
3.40.A.23J4..19.Lamond.061505.jpg (JPEG Image, 25500300 pix... file:///C:/DO00ME-1/ADMINI-1/LOCALS-1/Temp/3.40,A.23.14...
1 of 1 4/28/2006 4:58 PM
/ ?OF W A T?RQ

Michael P. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, Y.E. Director
Division of Water Quality
May 16, 2006
DWQ Project # 06-0718
Orange County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Mark O'Neal
DAL Properties, LLC
c/o Pickett-Sprouse Real Estate
P.O. Box 52118
Durham, NC 27717
Subject Property: Efland Property
Eno River [030401, 27-2-(1), WSII, HQW, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. O'Neal:
On April 27, 2006, the Division of Water Quality (DWQ) received your application dated March 3, 2006,
to impact 0.10 acres of wetland, 60 linear feet of intermittent stream, and 0.0 square feet of Zone 1 Neuse
River basin protected riparian buffers and 0.0 square feet of Zone 2 Neuse River basin protected riparian
buffers to construct the proposed residential subdivision. Also, please explain how you will be impacting
0.10 acres of open water as a creek as indicated on page 9 of 12 of your PCN application. 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 resubmit your Pre-Construction Notification (PCN) application using the attached most
recent March 2005 version.
2. Please provide copies of a USGS topographic map with the project boundaries clearly shown, and
an Orange County Soil Survey aerial map with the project boundaries clearly shown.
3. In Section III, No. 11 of your PCN application, under "Explain the purpose of the proposed
work", you state, "The pipe is to allow for vehicles to cross the drainage way to travel along the
road to the proposed house sites". Therefore, please indicate proposed lot layout as overlays on
the site plan and place building envelopes on all lots containing wetland, stream or buffers.
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] / PAX 919-733-6893 / Internet: htip_/!h2o.enr.state. ne. us/ncwctlands
NO, Caro na
a, ura, 1/
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
DAL Properties, LLC
Page 2 of 2
May 16, 2006
4. Please specify the percent of project imperviousness area based on estimated built-out conditions
and provide an inventory of all impervious surfaces (building footprints, roads, driveways, decks,
sidewalks, gravel-covered areas, etc.) per Section XI - Stormwater of the March 2005 PCN
application. Please note that if the project impervious area exceeds 30 percent, a stormwater
management plan will be required.
5. Please submit the level spreader worksheets and signed and notarized Operations and
Maintenance Agreements for the level spreaders.
6. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the
site plan.
7. Please indicate all buffer impacts on the site plan.
8. Please submit drawings on full plan sheets.
9. Please indicate the location of the protected buffers as overlays on the site plan, and differentiate
between Zone 1 and Zone 2 on the plans.
10. Please locate all 'isolated or non-isolated wetlands, streams and other waters of the State as
overlays on the site plan.
11. Please provide cross section details showing the provisions for aquatic life passage.
12. Please locate any planned sewer lines on the site plan.
13. Please indicate all stormwater outfalls on the site plan.
14. Please provide documentation regarding how the stream was determined to be intermittent.
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 Eric Kulz
of the DWQ Raleigh 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 Mr. Ian McMillan or Ms. Cyndi Karoly at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyn i Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
DAL Properties, LLC
Page 2 of 2
May 16, 2006
CBK/ijm
Enclosures: March 2005 Pre-Construction Notification Application
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Fritz Brunssen, Brunssen Engineering Services, P.A., 36 Churchwell Ct., Durham, NC 27713
Filename: 060718EflandProperty(Orange)On_Hold
DWQ 06-0718 Efland Property
. . %
Subject:,DWQ 06-0718 Efland Property
From: Laurie Dennison <[e-mail]>
Date: Wed, 17 May 2006 13:10:14 -0400
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.
060718EflandProperty(Orange)On_Hold.doc i Content-Type: application/msword
Content-Encoding: base64
5/17/2006 1:10 PM

Brunssen Engineering Services, P.A.
LETTER OF TRANSMITTAL
To: DWO Wetlands Unit Date: 4/25/06
1650 Mail Service Center
Raleigh, NV 27699-1650
REGULAR MAIL
Re: Efland Property
I am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
7 PNC
7 EC Ian
1 Check for $200

These are transmitted as checked below:
? As requested For your use
® For approval
? For review and comment
Remarks:
Copy to:
?'??
Signed:
tz H. Brunssen
ENGINEERING • PLANNING • CONSULTING
36 Chur&mell CL Durham, NC 27713 • [phone]* fax[phone]
emaal - Brunssen.emineering0yerizon.net
APR ., ??,?
{
f
APR 2 7 ZOOS
LEtd d - V, wl' 10 t' 11 Y
Office Use Only:
i - ? Form,Ve(si4/p May 2,002
LI ? E% l? ! i Li
UNAGIM An AWQ MO.
any part ou ar tem Is not appl cab a to this project. please enter "Not Applicable" or "N/A".)
A. Processing
1. CJieck all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification!''
2. Nationwide, Regional or General Permit Number(s) Requested: I `+
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? ' N OT A P L J (A ? LT,
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ? NOT A P P L ` CA (3L. 1?7
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: ?
H
II. Applicant Information N OT P PL 1 C.t} 13 Q
1. Owner/Xpplicarit Informs 'on
Name:
Mailing Address: C .O ealg e 2 t
o S-2 8
A 2_77/7
?9?9RK' D?NE?4 L - !.?'-8303
Telephon Number: J/9-1/9-7-039-V- Fax Number: - S 2 3
E-mail Address: 0t1ARA'F9- ®
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: FR1TI H. P> RUN S. 5 E1 )
Company Affiliation:I3RUN 55 E/l! F-Ai 6 //V EE?2//l/ C,- SE/2 y/ CES
Mailing Address: _ 3(o C H UP2 C H w EL O D U /2 T
DURH-A-M, Nc x.77/3
Telephone Number: Y/'/ - 5 1-9- - 5 q Fax Number: 9/J/-5_1-4--/Z0
E-mail Address: _5P_vNSSEN, CN6/NECRinI(,- VE91--?-yN. /V L=
Page 5 of 12
III. Project Information
Attach a.vicinity map clearly showing the location of the property with respect to local
landmarks suoh as towns, rivers, and roads. Also provide a detailed site plan showing propert
bo n iep and develo,"mpnt plan in rglatiain to aut*oUtol a arwp?rr+rirr? tyMM N WIN a1MlMllw 6044
anc s`? a fan mus. .1:...u a a, scale annorth arrow. Y ne specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be sAmitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: F FLAND FPEO P627 Y
2. T.I.P. Project Number or State Project Number (NCDOT Only): NOT APP!- f C /A(3 L C
3. Property Identification Number (Tax PIN): q815"-q,1- 3325-. qRC-- 20 5-5/7
4. Location
County: 0 R 4 N G C Nearest Town: E F'
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): S F} w y -7 U w +o
l.Ft_t%-, N0 - LEDt1*P_ GRoV6 /zoo-p CSR ?o04) ?Votzrl+
5. Site coordinates, if available (UTM or Lat/Long): N 07- A V A ( L A B L, !?
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 91,02-
7. Nearest body of water (stream/river/sound/ocean/lake): ENO K I V E2
8. River Basin: N [:-:? us F, Z l () F-k-
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httl2://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: V CA NJT L O N G - A D 5S_ C EN T
I- DTS QV_- Z S 5 1 0a4T/A L 62( GU LT& JeAC
Page 6 of 12
10.
11. Explain the purpose of the proposed work: THC PIPE /5 7-b ALLOW
FOR VF_HIC_f r--c, 7-/7
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases df the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
NO FPEVIa)S PEP-M/TS R QUlge-o
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 t 's work from the current application.
NO A PP( 'TIONf4L VERMITS A?-E RE0 1RE.
PC) A TH1_S 5U13 D I V 1 S/ DA/
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
?D
Page 7 of 12
1. Provide a written description of the proposed impacts: C 1_ E /-k R? G R V B I) //U$T?y LL
C tJ L V t%P-T. A A[ v c i,. ' . I 1 .. n
2. Individually list wetland impacts below:
retland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream
dicate on ma acres) (es/no) (linear feet)
(-9:/
P. U
IU
0
fl) I
v o00
Type of Wetland***
R E5 H WATE
2 E5 H W A TE.
2c-s R WAT E
• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drtiinage, etc. For dams, separately list impacts due to both structure and flooding.
ss 100-year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://mvxvfema env.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: PD S 17
3. Individually list all intermittent and perennial stream impacts below: ,
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
ndicate on ma linear feet) Before Imnact (nteacP enP??+u1
LVERT O N IAN Olvh1 3/ 1 INTER M
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, eta), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
•• Stream names can be.found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.toMone.com.
www.manauest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 6 F7 5L-T
Page 8 of 12
4. Individually list all open water impacts (including lakes, pgnds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
wife "iff"kap
indicate on ma
otyprl0011 OP006M Area of
Impael
acres
NM?H NrWaie k"14A0
(if appiica6tte) q y
flake, Yrpan , C tuary,Mund,

bay, ocean, etc.
CULVERT NIA' G9 ?E

List enrh imnnrt e nno?aenly ..A :.L..•:A. .
..........y ,"„f,,,,,,iy ,,, paLts. impacts mciuae, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, eta
5. Pond Creation N v POND C PZE A T I O ti
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
size of watershed draining to pond: Expected pond surface area:
.
VII. Impact Justification (Avoidance 4and 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.
E- /N57--ALLA7'/D/V OF Thi/S ROADWAY P/REA/V1)
I P 9AF /5 THE LE1957- AMOUA17" OF P15TUR/3AN6E TD
Y E rLD W I- /N L OF: 7-ff/5 D R A //VA G 0 tV,4 y AJO a TH EP?
FE-AS /B LC ALTERNf 7-lelE CAN 5C- U5EP TO CROS5 7-HC
PRfl lAk4 6 E t(.1119- y
VIII. Mitigation ;
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9. 2000. mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
includin size and a of os i ac function d re tive va1No of tra impacted
aquatl0 source wi?l coaf?agrecf`In'??tert d n? 9 acceptab?Uty OL appropnate ana practicabie
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 Mme watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httn://h2o.enr state nc us/ncwetlands/strmgide html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N U M/ 7-/ Cif! T /O?U /S ?R O Po S e D
?-
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state,nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):-
Amount of Riparian wetland mitigation requested (acres
Amount of Non-riparian wetland mitigation requested (a
Amount of Coastal wetland mitigation requested (acres);
Nv M IR 6,4 TIe
r5 f'K 0 /'05 L
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) tlsnds or the use of public
(federal/state land?
Yes No '( ,
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 revidvV current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Butlers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or. not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NGAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requ' a ents), or other (please identify,
?
Yes ? No If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation. by applying the buffer
multipliers.
Zone' Impact Multiplier Required
(sauare feet) Mitiontinn
I 1 1 3
1 2 1.5 1
Total I
' Zone 1 extends out 30 feet perpendicular fr om near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration/ Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attac}r all appropriate tnfbrmation as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
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.
0T EQuIRG?
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 K
XIV. Other Circumstances (Optional):

It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
lP 0_1 (z60UIP- ED O //t/E-9 L

rApplicant/Agent's Signature 041
(Agent's signature is valid only if an authorization
3/3/0
Date
from the applicant is provided.)
Page 12 of 12

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CURVE LENGTH RAU'US 11 UFLTA TAlIFNT FEARING C-1
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F.EJ9.A mcD dole -ARCH 16. 1991
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JA Toot Im. Svrvey mw<es a s>a:u'w1 al bed wUit U• mw of o cwnlY m
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Zl.fnw D. PWlt L-2663
YE TABLE FOR CA OF BRANCH An
Elva,
CEGN B'
END'C'
6ECW'C'
END'0'
( IN FEET )
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GRAPHIC SCALE
lNE OF kUAD I
U',,E LE'IG iH EEA"?'NO
-
L`2 39.0! 1791]•
CURVE TAC`.E C/ L CF ROAD
CURVE LENGTH RAD'US C'f LTA TANGENT FEANING CH'911
Cl 174.05 13507 731 07' 101.22 N473_111- 162.42
C2 274.73 239. C0 fS-76"1' 1;,5.42 540'C9'3YW 156.19
C3 79.46 2`9.00 7T.5'25' 14.75 577'15'32'W %5.45
C4 119.95 2',0 CD 2779 Y 6115 16-3'221 1,6 e0
C5 464.62 639.52 41-Z7- S 243.10 S74'47.37•W 45-4.47
C5 115.20 454.25 14'32'35 57.96 N] tl2'2YW 114.99
C7 194.15 454.26 24^ 'T' 19.59 N55'Jt'^6'W 192.EB
CB 39+553 E23 ES 7°9334' 155.E9 554'27'12% ]02.49
C9 123.16 266.90 922'43' 96.]1 NS 'CS'27'W 1B7C9
Ct0 115.29 315.90 '4 't 9' Pa.C5 N24 4" •W 163.91
CII 199.3] JE 6.90

7'31'
30-

102.16

N0 '< 'S9

196.91
012 109.51 5.91.67 10'41'27- 5'•.44 .267]1'22" 108.41
C1 1 25.F1 `_51.67 '3'54` 12.94 NJ2^6'J 256A
014 HIES 561. B7 T 1' t.a0 N37-9".0• 6253
CURVE T-
CURVE LFI+G3H RACI.U$ UELTA TAffi?, FEARIIC C.DIt0
015 421? 3000 9D-' '4 2'W 56.]6
C+6 41.67 20.00 119 '13' IINGC17 41.'42'•7- 115.55
e- slue-cav?r)
u iu :a teui
TOTAL SITE AREA
4,000962 •a tt. 9185 a (Ohs ANA)
3""916 a0. ft 0.83 oc a (.m.• N vuac
3,964.966 p. fl. 91.02 acres (NET AaA)
9vm00 ilems 11 a, aria 3. hao complata ,
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mail piece,
or on the front if space permits.
1. Article Addressed to:
Ar. Mark O'Neal
DAL Properties
C/o Pickett Sprouse Real Estate
P.O. Box 52778 /
Durham,NC 27717 0 N -y1y / ?-
?A, Sig ura
0 Agent
X ? Addresm
B. ed (P nted Name) C.D 4of D er)

D. s deliveryad different from item 17 O Ws
If YES, enter delivery address below 0 No
3. Service Type
Certified Mail 0 Express Mail
0 Registered VRetum Receipt for Merchandise
0 Insured Mail 0 C.O.D.
4. Restricted Delivery? (Extra Fee) 0 Yes
'.. Article NumM?
(Transferfroi 7005 1160 0000 9954 6870
)C r- RR1 I Fah.-, gnnd ri^-flrt Rohm R-;M IM90 n9J,J_1q
UNITED STATES POSTAL SERVICE FtEGI hf
Postage
M 2,76 2 II. USP
Z2 34A"'t:210 N11
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

DWQ# 01 l Date Who Reviewed: &s
Plan Detail Incomplete
? Please provide a location map for the project.S ` ws C G n Q
o. ve r S / l
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan. ea v C ?,pV; o
Please indicate all buffer impacts on the site plan.
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. KC N
Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage. fG?? ?.. 1
Please locate any planned sewer lines on the site plan. , r J l C ,?-
Please provide the location of any proposed stormwater management practices as required by GC `?
Please provide detail for the stormwater management practices as required by GC a
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
Please indicate all stormwatei outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan. r
? YIY?A 40 CA cv'
? Please indicate whether or not the proposed impacts already been conducted. 1 Z s -t-0 s^t9
I _ ??
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigure to void the impac o t e
Please revise the plans to avoid the impacts. p g? l 1
? This Office believes that the labeled on the plans as can be moved or reconfigured td minimize the impacts to th
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 t
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
r'
? The application fee was insufficient because over 150 feet of stream and/or over I 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 application.
? Please provide a signed copy of the application.
? Please provide copies of the application,
? Please submit electronic CAD files showing
Mitigation
copies of the site plans and other supporting information.
via email to [e-mail] and CD:
? 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.

I i~,
~ . 40' 30 ~ N
59.03 ~ 650 1 ~ i
~ 18 2 ~ ~ 64 30 ~ ~ 62 610 6 N
22 E 2477.( 'T 2477. 3
~ ~ ~ . 38 N 88 5 236 J ~ STATION 4+00 . 36" PIPE, 1 ~ SLOPE, 40' LONG
I I ~ . ~ O COM C ~M OPEN SPACE - _ RIP RAP APRON
- ~ 0 Q 6 C i ~ W=23' La=20' ado= 9' JEAN P. C~A~~~k "
~k - ~ N88 57 22 E 2 E .55 DDB 2380 PC 4`~ CLASS II STONE - 24 THICK
~ ~ ~ c 57 2 C/L BRA (n STAl10N 14+80 Jr8 UCJ ~~7 ~~'C; n "
~O , 39 LONG ~ ~ k'~ ~ 3 Q i ~ i ~ O F ~ ~ Z Z 18 PIPE, 1 % SLOPE, 30 LONG SIN 98..~~-02-~~~~~1
8 ~ i S C . , LEVEL ~ ~~n ~ o ~ Z / i ~ ~ ~ ~ , SPREADER ~ o~ ~ -P RIP RAP APRON ~ , ~
0 5 acr,,~ o f ~ X - _ _ W=13 , La=10 , ado=4.5
~ 2 o x ~ ~ + SEED AND ~ ~ ~ CLASS BSTONE - 18" THICK
~I i~ ~ WILE + ~ ~ o " ~ MULCH AFTER G ~ STATION 24+00
41~' ~0 COMMUNITY B7 N GRADING ~s ~ 18" PIPE, 1% SLOPE, 30" LONG
i ~ ~ V ii X ~ ~ ~ - EASEMENT o 25 WIDE f r1 RIP RAP APRON IDE W=13', La=10', ado=4.5'
Q ~0 13 LOG 50.00° o Q~' LEVEL ~0 . COMMUNITY ~ 6 , 0 B8 UNITY ~ CLASS BSTONE - 18" THICK
~y ~ 3~4 ACRE ~ C~ OF 50 WIDE B6 ~0 ; ~ SPREADE i ~ C~ EASEMENT SENT Cr ~
FILL AREA FOR P I T ~ ~'IX VATE STREE R~W 5 TOP SOIL B5 a5 00' f ~ CERA~D W'A~E ~;NIPE~ 450 877 t.
k OAD NAME v, N oa 24~~ ~ P~
26' LONG ~ ~ o ~ 10.35 acre P~ ~g P~ ~ ~~8 ~ o
LEVEL 61 SILT ~ ~ P'~N 9855-C~-9152 SEDIMENT BASIN SIZES ~ ~ ~
" PREADER CE ~l ~ ILT ~ FENCE ~ ~ ~ ALL SEDIMENT BASINS ARE SILT FENCE BASINS NEW \ U! ALL BASINS ARE TEN FEET WIDE
v , y c (j~ so.oo' ~ 0' LONG LEVEL NEW \ C HOME ` ~ ALL BASINS HAVE 1 BAFFLE IN THE MIDLE
, e ~ ~x 9 ~x 9 SITE ~ --1 ~ PERPENDICULAR TO THE FLOW
~ ~ SPREADER HOME ~ o ~ SITE ~ 65 WIDE BASIN 1 & 2 - 10X10
N ~ _ 4 BASIN 3 & 4 - 10X15
~ ~ 3. ~ ORANGE 650 " ~ ~ ~ ~ ~ BASIN 6 & 7 - 10X15 ~ ~ ~ -
Z ~ o ~ ' ; BUFFER ~ ~ w ~ ; ; ~ ~ ~ 0o BASIN 5 & 8 10X12
G ~ o ~ 2 o / 1 ~ ~ 3 LONG 1-TRY ~ ~ BASIN 10 & 11 - 10X16 i
~ , 0 36 RCP ~ ~ JO LEVEL FR ME ~ ~ I 1, „ „ BASIN 9 & 12 - 10X10 ~ ~ ~ ~ B IN A
" , an WIDE o SPREADER p LLING POND 2 ~ o,°~ i W ,
N 1 0 0 ANGE ~ ~ / TRACT ~ ~ ~ Q x~ ~ V ~ , o ~ ~ S8 92422 E 2 ~ 5 - ~ 0 60.00 2 , <
BU FER ~n ~ I ~ ~ 439, 8„ 9 s ft. x ~ ~ o ~ ~5` ~ ~ I ~
~ ' > W 3 ~ 436.34 TI E 0• ~ 0
?SHED ~ ~ ~ d reS 3 G ; a 0 6 0.00 ~ e I B 6 RICH,ARD EAR POOLE Q, QQ Z
AREA IN R W OF ~ 5 / ~ ~ ~ 3 CONSTRUCTION ~ ~ ~ CB 240 PG 377 0
EFLAND-CEDAR GROVE RD. ~ ~ ` a EXIT ~ .4 ~ ~ 3 7 PIN 9855-01-7275
~ ; 36,016 s ft. 20 WIDE x 5o LoNC ~ ~~-oo~ q NEw ~ ~ ~ , 2 8 ti ~~0~.2 ~ 2 50 NEUSE
INITIAL CONSTRUCTION m \ p~~~ i~ HOME RIVER
8 3 a C f 2 s Z WILL USE EXISTING FARM ~ SITE , ~ ~ DRIVEWAYS THAT ARE ~ - (1 BUFFER
N O ~ ~ 640 , t~
O ~ ~ POND o
~ o ~ rRACr ~ • ~ NEW
-P N ~ i~; r~ R ry c ~ ? BAIRN p 44~ , Su, t. ` HOME ~ ~ ~ J ~
O CA ~ ~ COMMON ~f ~i ~ SITE 22~ 2 2~9 ~ cA
~ • 1 ~ ~ C ~ ~ ~ ~ OPEN SPACE 99. . 9.6, ~ ^ rRacr 2 ~ 5~ o
_ I (n ~ i 1 STORY i ~a ~ + _
TRACT 5 'rl FRAME i ~ \ ~ 6 ~ ,c N e N ~
~ DWELLING ~ ~ 4 ~ ~ ^ ~ A C ~ '~S~ I ~ S~ ft. ~ ~ ~s~ 10.3 C ~re~ o
x ~ ~ acre zQ ~o
S ~ ~8 Z ~ "o ~ i ~ 8 ~ , ~O
~ . ,0 6 ~ ~ ~8 x O A 6 ~A ~x 0.00 ~ S .0 9 sti
POND ~ Si o L9 ti I - \ s 9 ~
~ ~s \ ~ C~ ~ , 6 NEW ~
SHED \ 50 qS AREA TN EXPORT TN EXPORT HOME 4; TYPE OF LAND COVER
~ O ~ ~ SITE ~ AC COEFFICENT FROM USE LBS/AC/YEAR LBS/YR
C ~ ~ 60.00 S PERMANENTLY PROTECTED
~ ~ A BAR r N B RN 6 e ENTERLI 0 i 19.15
_ 6 Q. QO J UNDISTURBED OPEN SPACE 0.6 11.5 D BRANCH P L ~ (FOREST, UNMOWEN MEADOW)
~ C~ „ , zscc~ ~0'OUiMUNITY 2 C ~ FLOOD PLAIN&BUFFER S ~
O ~ ; ~ ~ ~ ~ 6 . M o L98 ~ PERMANENTLY PROTECTED , M 1J o
Q SEMEN ~ ~ ~ ~ O MANAGED OPEN SPACE (GRAS S op 8 ~ 6 ~ LANDSCAPING RESIDENTIAL 0 1.2 0
zs ao' ~ C 30.14 ~ ~ ~ 1 E F J 100.00 ti sp 2
~ ~ ~ ~ 60.00 4 > 1 T ~ a F
772.52 1 S89 28 3 W ~ TN EXPORT FROM GRAPH 1 2.94 5.0 14.7 8
I ~ ~ o ~ 0 •0 ~ ~
9 W o T ~ S8 28 31 O ~ G ~ ~ 817.9 5 , (TN EXPORT FROM GRAPH 2 41.4 ) 68.93 0.6 ~ NEW ~
CON P ~J ~ CONTROL ~ Q r o~ S ~ ~ ~ HOME TOTA ~ L 91.02 67.6
O CORNER ~ ~ SITE ~ I
~ ~ ~ Q 0
~ o 650 ~ ~ ~ O ` , LOADING RATE = 67.6 91.02 = 0.74 /
Q ~ EUGEN'~~ ARC WI~_~.'~ I ~ OFFSET PAYMENT IS NOT REQUIRED PROP RTY SINES
~ O ~ ~ 1 P 1`r ~ NEW B 2 5 G 77 ~ 'Q NF. EBY REMOVED ~
1 0 p , ~0 ~ HOME i ~ IN 984-81-60~' ~ ~ ~ RACr 3 APPROX. LOCATION OF 100
~ 640 r N 0~ 640 SITE Z YR. FLOOD PLAIN SEE NOTE z o 36,309 s ft.
i ~ Z ~ ~ q i , ~ ~ ~
630 Ch 0 10.02 acre cn ~
630 W o . w ~ ~
` ~ -P ~ T CONSTRUCTION SEQUENCE 6 ~ O V ~ ~ ~ ~
Ep ~ " N 0 N ~ d~ ~ ~ N
1. OBTAIN ALL APPROVALS AND PERMITS _ _ - - - - - - - - 443,J58 SC. ft. ~ J \ ~ ~ ~ J ~ R ,,,N eee 'Y ~i
2. SCHEDULE AND HOLD PRECONSTRUCTION MEETING WITH OWNER, CONTRACTOR ~ ~ 10.18 acres AND EROSION CONTROL OFFICIALS 620 \ / ~ / '9 ~ ~ F 0~ ,
3. INSTALL RURAL MAIL BOX FOR PLANS AND INSPECTOR ACCESS r, ~ ~ O / ~ e L ~ ~ SEA _
4. CLEAR ONLY ENOUGH AREA TO INSTALL EROSION CONTROL MEASURES. ~,ARL~; ~ARH`! - = B1 / ~ 12 t - ~FF -
o ~ 5. DO NOT CROSS NEUSE BUFFER CROSSING UNTIL ALL MEASURES ARE INSTALLED. DB 21 - ~ ~1 ~ 8 GE ~ , ~o ;e~ N 0 ; , RA 6
THE REAR OF THE SITE CAN BE ACCESSED BY USING THE EXISTING DRIVEWAY PB 4;' = ~ " 45 J o L H E~.• ao L61 / ~ ~9 ti.,,GIN,~. 5~,. 5
ACROSS THE POND AREA. a~ x ~ ~ ~ ~ " PIN ~ EGIN/EN co • BR
6. START ROUGH GRADING THE ROADWAY APPROX. LOCATION OF 100 OPENS L29 ~ ~
61 " 7. INSTALL LEVEL SPREADERS AT THE EDGE OF THE NEUSE RIVER BUFFER. ALL YR. FLOOD PLAIN SEE NOTE )TE OMMON C /
DITCH WATER MUST FLOW T ~ ~ 0 THE LEVEL SPREADERS. DITCH WATER CAN NOT 620 FLOW DIRECTLY INTO THE NEUSE RIVER DRAINAGE WAY. _ _ _ _ _ _ _ _ _ _ O 6 / L3 /
8. INSTALL NEUSE RIVER BUFFER CROSSING DRAINAGE PIPING AND RIP RAP APRON O ~ / /
BENp o 9. FINISH GRADING ROAD AND INSTALL THE OTHER TWO DRAINAGE PIPES „ ~ / BEGIN END B /
10. FINE GRADE DITCHES AND BACKSLOPES. THERE ARE NO DITCHES IN THE JEFFR=Y CURTI ~'I~ 610 S CE., ~ .p ~ ~ / ~ ~ /
NEUSE RIVER BUFFER AREA ~ zr ~ p~ ~ CB ~ 116 J cb /
11. INSTALL DITCH TREATMENT ~ Z J r J ~ ~ v ~ ~ ,
12 PB . ~ ~ 121 Ui A OX. LOCAT N SEED AND OVERSEED BARE AREAS WITHIN 15 DAYS AFTER FINE GRADING IS COMPLETE W " ~ \ S14 54 29 E ~ / 35.77
13. CHANNEL ROADWAY INSTALL STONE A N ~~5-80-8525 J m OF C L ND PAVE. so U JO~EFH FORRE ~ TIE FROM MATHEMATICAL POINT
14. FINE GRADE SHOULDER SECTIONS, AND SEED WITHIN 15 DAYS AFTER COMPLETION Q 15. RESEED ANY BARE AREAS _ - - - - - - - - - ~ S , 600 /
16. FINE GRADE TOPSOIL STORAGE AREA, AND SEED WITHIN 15 DAYS AFTER COMPLETION 600 ~ IN C/L OF CREEK AND BRANCH R ~ _ _ 6 / E SED 5 31 06
17. AFTER ALL GRASS IS ESTABLISHED, REMOVE TEMPORARY MEASURES. RESEED ~ Z INTERSECTION TO SPIKE SET IN
BARE AREAS JULi= O~~~AR~ENE CE~.''~_ W SF v,° C/L OF ROAD BRIDGE AND _ / FHB 1 20-06
k ~ c O 00 ~ 18. CLOSE OUT CONTRACT AFTER ALL GRASS IS ESTABLISHED. NOTIFY EROSION CONTROL OB 1 PG 440 ~I ~ McGOWAN CREEK DRAfNV ar.• DAIF~ Saar
P R ~ ~ ~ O Ch ~ ~ ~ /
~ ; - - ~ O G F ~ N 80 8 2., ~ " ~ 4 2 FHB / Q4ECKE0 BY DRAWING ND.: 06025TE
/ 0602 s~EEr 2 0~ 6 J014 N0.
0
MAK_"N ? _ = - _ U JEAN HA Z_A_ ~ BRUNSSEN ENGINEERING
DB ~.g PG ~ ~ ~ 60 PUBLIC R W SERVICES P.A
rn r ~I'
PB PG 121 "PIN 9E45-80-827~~, CC) cG, CGOW ! K 1.514 L ENGINEERING CONSULTING PLANNING i WANAN vl CREEK 5
N IS P IS P L 36 CHURCHWELL COURT
Do DURHAM, NC
TELEPHONE [phone]
J / TELEFAX 919-544-1201
MICHAE'- EFLAD /
N S I DB 2 ~C PG 18
PR 7 P~ 1 nF

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+50 TO 2+00 SINGLE FIBERGLASS ROVING
0 DOUBLE FIBERGLASS ROVING 2+00 TO 3+30 JUTE MAT
ITCH LINE NO DITCH LINE 3+30 TO 5+50 NOD RGLASS ROVING
I UTE MAT DOUBLE FIBE ~ 5+50 TO 8+00 J D MULCH
SEED AND MULCH SEED AN 8+00 TO 10+20 SEED AND MULCH
~ F _ IP RAP, APRON ~ 10+20 TO 12+00 SEED AND MULCH ROVING DOUBLE FIBERGLASS
C SS II~~STONE 12+00 TO 14+80 JUTE MAT ASS ROVING AND MULCH ASPHALT TACK DOUBLE FIBERGL +80 TO 19+00 SEED / 14 T TACK DOUBLE FIBERGLASS ROVING
~ F 24° ICK~ 9+00 TO 24+25 SEED AND MULCH/ASPHAL
~ F La = , 0 D 1 G DOUBLE FIBERGLASS ROVING 24+25 TO 28+00 SINGLE FIBERGLASS ROVIN
_ ~ 65 W-23
I
. ~ ~ ~-1 ~ 640 GRAPHIC SCALE
eo o
I ~
r, (~i~)
J ~ l\ 1 inch ~ 60 it.
1
A^_ I ~ '
N ENGINEERING BRUNSSE
~ ~ ~ 650
~ ` ~ 64 SERVICES P.A
HORIZ
o ~ 1 INCH = 5 FT-VERT ENGINEERING CONSULTING PLANNING
~ ~ y ~ -
FHB o,,~. 1-20 06 ~ DRANN BN 36 CHURCHWELL COURT DURHAM, NC
J
FHB aeA~rc Na; 0602-1 Q4EQKED B1"
O I ~ 6 TELEPHONE TELEPHONE [phone]
~ 0602 sr,~r 3 sae Na: TELEFAX TELEFAX 919-544-1201
J
J 1
-~--PV}-STA = 1+50 HIGH POINT ELEV = 652.32
LEV = 654.93 POINT STA = 9+66.95 ~ HIGH AR
A.D. _ -2.80 = 10+16.57 ;~ti PVI STA ~ ti q
K =44.59 J TA = 7+23.50 EV = 652.49 ~ of ~ PVI S PVI EL c•
~ ' ~ LOW POINT ELEV = 644.69 PVI ELEV = 651.68 A.D. _ -1.64 EAL 5
' LOW POINT STA = 4+61.16 - -3.49 - 6s 12381 A.D.- K-91.4 - ~
PVI STA = 4+40 " '~•v, ~ K = 42.99 ~ I +
,°n ao PVI ELEV = 641.00 I ;b~'u~W~ T,
~ ~ A.D. = 8.57 • //~~1/I111111j111
~ ~ + ~ K = 40.84
0 ~ °0 ~ - 660 I ~ W N - -_-ifl
w I ' N U O M , ~ I ~ I ~ ~ ~ - ~ I i ~~_~--t- i ~ ! ~ ~ ~ ~ I
~ a~ + ~ 658 cD -'f)
660 ~ i 1 I~ i r I ii _ ~ + - r-~ i ~ ~ I - - N
- I r. T ~ ~ U I I '~Vi v -+---1-- _ 656
I rt t- 658 ~ - - ~ I ' - > - - r ~ I , I ~ - ~ f ~ 00 -
~t - _ _ i LU' e - i ~ ~o I - 654
856 w I - ~ ~ ~ ~ ~a - - I
U fi+
m 854 ~ I i 652 m ~ 8 - - ~ I
~ I 1_ y-- - - w ~ ~ ~ ' 650
652 ~ I I I - ----t---T-__ _I -
--I--~ i ~ _ 6 48 _
- 1~- 650 r 1
~ i I I ~ ~ 6 46
I 48 6 - I JI ~ - ~ ~ I -t I ~ r
I - 1____---. -1-` i - i
~ ~ 646 I _ ~ - _ -~--r--l-_ ~ 6 i -1- i- ? ' -T-
I ~ SP ADER VE E i, - P - ~ L - - T R ~ P - E D L 642
LE i 6 F OT LONG LET ~ I ~ 6 ~ 3 O T LE - I ~ - _ -t- -1 O T 0 G L F ~ - ---t 3 ~ I
_ r _ ~ - ! ~ -+--!--t-----t-~- - I i ~
642 ~ ~ i ~ - - - - -{-fi ~ -r - 640 ~ ~ _ _ I ~ - I
i 1-`--~ I _ -
i 4o I s _ 638 i
- _ i ~ - -t ~ -~-fi- _ ~ ~ 636
- ~ - ~ i rt~ 38 s - _ -a - ~ - -t .I i I
- - ------r- - - t -r-- ~ ~ I L~- ~ ~ - i - fi- ~ I _ ~ - 634
i ~ ~ _ - ~_-.-____I M - - I i I I I I Y 636 i ~ - _ --1--. I, - ~ 1 fi
- - - _ t 1~ SLOPE -~--rt- ~ ~ i ~ ~ . r ~ - - ~ ~ I _ ~ 7 rt
ONG L 40 - i - - I ~ ~ - I ~ ~ 632 ~ _ _
634 ~ ~ ~ ~ I - - - -
t-___- i ~ M i I _ ~ 630 _ -t- I - -r-t-~- fi I _ -
632 t~ - - t ~ ~ ~
- - , i II I t-~---T-~ ~ ~ i _ - sea
630 . _ i - - r ~ ~
- I -T----! - -I---- - _ ~ ~ t-! s ~ ~ I - - -1-!- ~ DATUY
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EN ENGINEERING BRUNSS
SERVICES P.A
ENGINEERING CONSULTING PLANNING
36 CHURCHWELL COURT
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w ~ References eferences Final Subdivision Plat of: D. Puckett & Assoc. Inc. S.
Final Subdivision Plat of: ~ References 1~ SOC. Inc. r DB 1258 PG 310 kett & s B 1258 I'G 310 ~ Processional Land Surve ors
S.D. Puc ~ A ~ o o~ x o x ~ DB 266 PG 1693 DB 125s Pc 31o Professional Land Surveyors ~ 7 ~ ~ 3 ? m f rt Y B 266 PG 1693 5314 Hwy. 55 Suite 104
DB 266 PG 1693 m ~ o ~ ~ ~ m ~ r PIN 9845-91-3375 [N 9845-91-3375 Durham, N.C. 27713
5314 Hwy. 55 Sulte 104 T ~1 _ .J n u~.~ z 3 0 - ~ ~ 4 'o m nr~r npn c on GGi ~ o°~~ ~ an r per v
PIN 9845-91-3375 Durham, N.C.27713 rIldnU j j U j LY 0 N o Ph.[phone] Fax[phone] _ l ,l
1< c o v :3 PIN 9845-90-5517 Ph,[phone] Fax[phone] a NC GRID/83 Stephen D. Puckett - N.C.P.L.S.# 2683 NC GRID/83
Stephen D. Puckett - N.C.P.L.S.# 2683 3 rt [e-mail] Sheet 2 of 2 SEE NOTE
' [e-mail] [e-mail] Sheet 1 of 2 SEE NOTE
Surveyed by JSM,: rveyed by JSM RAK Drawn by 1SM Survey Date: 10/11/05 Plot Date: 10/11/05
RAK Drawn by JSM Survey Date: 10/11/05 Plot Date: 10/11/05 f D 0 0 Surveyed by JSM, - ® o ?
runty of Orange Township of Cheeks State of N.C. File: 050328M1/ subdivision
County of Orange Township of Cheeks State of N.C. File: 050328M1 /subdivision

M SECTION Max• 8' Steel Fence Post
~ ExiBtlnq Publk Road a Provide Drainage Away from the « Other Ott•site Pavement EXit load t a Scdlment- N w o 1. Excavate a 6"xfi' tronch along the Wire Fence ric
trapping Devh x ~ s c~~ x" ~ of the fence. Drlveposis Flter Fab ~ _ ~ location the lower Hardwaro Cloth on Ground
/ -g \ Gravel Exit 2 ~ ~R ~ 18 Into the grow Attach wire c aide of the franc to the is and
5 c ~ fence hog wlro) poa „ > ~ ttom 12" into the trench Filter of 1 Diameter ~ ext the bo Washed Stone
\ ~ ~ Keep a Broom and 3 3
~ ~ Shovel Close to the , : ~ . Exit to Clean the o o" «0 it ~ ~ 6"x8" Trench I
Street ~ n 9u Wlro Fence end Hardwaro Cloth
PI.AIY °
g S€~~
m 3 g>~ ~ M • 3 3'~g 2. Attaeh the Aker fabric to the wiro « ~ fence with i and extend the
50' Minimum ~ ~ ' . bottom 12 in o the trench, Use a rynthetk Alter fadxic• • 'tl,
12' Mlntmum - m" • o m DQ HQI StSE Ql1.8.1"A~ l ! ~
+ :tea ~ « ~
F`o l IW ~ ~ ~r
WW RCN -
Outflow must be directed It IB Advhlable to P Q ' rovkk a The Exlt Loc~tlon Mutt Skips Away ~ . to a stable outlet and/or Separate Entrtnce to Reduoe from tM Street or Steps Mutt Be l 3'
an a r rlate sediment- Traffk Across the Exit and Taken Grad) Dlveralont Etc,1 to r PP ~ Wear and Maintenance P I Into the Street r " P t a 1 revert Ru ng Row Silt Slit ,i Fence Fence
n device. r>ott PP 9 n9 t 3. BackfNl tM troneh and compact Boll
tiT' S' 1 NOTE; The bottom of the channel must have positive ~ " to securoly anchor the bottom. End Filter Fabrk Hero Imo---- 4' Min. 'I
drainage (max. 2% toward the outlet. . ¦ 8 of 2 3 :i ~ ~ °--5
Waa Stone Drawin s Not ~ t F C G
~0 5ca e s g Stsbl Pat ~y
A•g « 2 Min. « ~
18" Min ~5« ~t iZv~. NOT Chkk Wiro « - r~
« ~ .s`^ r ~ ~ Max, 2.5.1 '~641jipb:8ll;oab;biipi:o;ee(;i1~.EY~yd ri :i'.~INpti c!:i.i'.iiN'ti:j R r3• ~ J'A « s `o 3' ~~'a Synehetk Filter Mex.
$IUpeS t ••!'.!.~.ee ~+:a+•~o?..t~.~••i~`w••{~i idD+'~ti••v\{i~.i~ 1ir.Yti i~Y j.~ '=..n~:'" ry,: Fabrk
p i Com acted ; ~ • ' 2' t~ ~ :F-, ~ N Bottom d Wke Fenn
Fill ~ 8 Foundation of Compacted Filter Fatxk Burled MM• Top of SAt Fens Must ~ tad Trench Be et Least 1' Above FRONT yJ.E~L ° I~ In the Excava Bu Wlro Fence i! the Top of the Washed ~ ryry Fabrk
Crusher Run Stone Q~ G n ~ Filter , 6 p II Stone and Herdwaro
f~ An table eltematfw b tM ~ ~ II 18" Cloth in Trencl ~P labrk on the issip,ter. fence Is to lay 12 Ot the fence and
fi•ue'~:' Illusustion of • Ripnp Aproe Eeerdy Dissipuor. .SeCtQ Fi~urr L Illwtn~ioo of s Gnvrl Consiroctioa Ezit. It with 6 of washed stone, but not lus loll' ~ Steel Fens Pat Set Max. 2' Apart and Dover Fiaurc 1: Illustration o(~ Silt fence Outlet.
INSTRUCTIONS FOR S FOR Illustration of Silt Fentt lesullntioe. finnrel~ INSTRUCTIONS FOR
INSTRUCTIONS FoR STONE APRON OUTLET PROTECTIOI ET PROTECTION FENCE OUTLET
GRAVEL CONSTRUCTION EXIT INBTALLATIDM Fieura j~ Illustration of a Diversion Dike. INBTALLATIOM INSTRUCTIONS FOR SILT
/ 1. REPLR TO SHE PLANS POR LOCATION, EXTENT, AND SPEC SILT FENCE INSTALLATION ExTENT, AND SPECIFICATIONS.
p 1,I b 1' ~ ~ t ~ 1. REFER TO PLANS FOR LOCATION AND SPECIFICATIONS. IF THERE ARE IF THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCAT 'V UESTIONS OR OR HETHOD OF INSTALLATION, CONTACT THE ENGINEER, Q PROBLEMS WITH THE LOCATION OR METHODS OF RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. S KITH THE IpCATION~ EXTENT, INSTALLATION 1. REFER TO THE PLANS FOR LOCATIONS AND SPECIFICATIONS• DURING T THE ENGINEER, ARCHITECT, OR INSTALLATION OF THE SILT BARRIER OR SILT FENCE, INSPECT THE
INSTALLATION CONTACT THE ENGINEER, ARCHITECT, OR RESPONSIBLE CONTROL PERSONNEL HAVE COPIES OF INSTAUCTION9 ANC PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION CONTROL PERSONNEL PH'TOGRAPHS OF PROPERL7 INSTALLED APRON' AS AN AI FOR ASSISTANCE. EROSION 1. REFER TO THE PLANS POR LOCATION, EXTENT, AND SPECIFICATIONS. IF INSTALLATION TO DETERMINE IF OUTLETS ARE NEEDED ACCORDING TO INSTRUCTIONS AND MAY HAVE THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCATION, EXTENT, OR THE CRITERIA SET FORTH IN THE SPECIFICATIONS FOR THE BARRIER
HAVE COPIES OF INSTRUCTIONS AND PHOTOGRAPHS OF PROPERLY ~"t 'RELATION. APRON' AS AN AID TO METHODS OF INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR AND FENCE. IF THERE ARE QUESTIONS OR PROBLEMS WITH THE RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION LQCATION, EXTENT, OR METHOD OF INSTALLATION, CONTACT THE
INSTALLED EXITS AS AN AID TO INSTALLATION. .4, CONTROL PERSONNEL HAVE COPIES OF INSTRUCTIONS AND MAY HAVE ENGINEER, ARCHITECT, OR RESPONSIBLE PERSONNEL OESTOHe SITE FOR
IF R6 CONBlROCTION ixli It NOT INRALLtD CORRNCTLY THE FIRBT IF !tt tT'O~t A~ I3 ~ SNtTALLtD f:ORP a TLT I! HILL BAVY [O BE Rta0I1l., TIME, I! HILL NAVE TO Bt RtBUILT. ED COaFttTLI ! PHOTOGRAPHS OF PROPERLY INSTALLED SILT FENCES AS AN AID TO ASSISTANCE. EROSION CONTROL PERSONNEL HAVE COPI INSTALLATION. INSTRUCTIONS AND MAY HAVE PHOTOGRAPHS OF PROPERLY INSTALLED
2. DETERMINE TE6 LOCATION ON THE GROUND TARING INTO 2. DETERMINE THL LOCATION ON THE GROUND, TAXING INTO CONSIDERATION: • OUTLETS AS AN AID TO INSTALLATION. D1rD TARING INTO IF TEE eILt FENCE IF aoi INSTALLED CORRECTLY TBE FIRST TIME, IT
CONSIDERATION: NILL BAVE TO FE REBUILT. IP T3E GILT FENCE OHTLET I6 NOT INSTALLED CORRECTLY TILE FIRST 2IML, IT HILL HAVE I'0 DE REFUILT.
• • THE CONSTRUCTION EXIT MUST BE IN PLACE DURING ALL PHASES OF DECIDE HON EQUIPMENT AND'IOITERIAL MILL REACH THL HILL REACH THE LOCATION TO 2. DETERMINE THE LOCATION ON THE GROUND TARING INTO ' T YOURSELF INTO A CORNER' AND CONSIDERATION: 2, DETERMINE THE EXACT LOCATION OF THE OUTLET BEFOREAROMPLENTOG
CONSTRUCTION; IF THE LOCATION'.IS TO BE GRADED, THE EXIT MUST BE CONSTRUCT THE APRON. DO NOT 'PAINT TOURSELP INTO INSTALLED FOR THE INITIAL NORX, REMOVED TO ALLON'CRADING OF THE PLACE FILL, STRUCTURES, ETC. THAT COULD BLOCK AC( COULD BLOCK ACCESS. INSTALLATION OF THE SILT BARRIER OR SILT FENCE,
LOCATION, A11D REPLACED IMMEDIATELY AFTER GRADING SO THAT IT IS • THE LOCATION OF THE APRON NDST BE SOLID GROUND. ] IN PLACE AND FUNCTIONING AT ALL TIMES. NEC'ESSAR7 TO EXCAVATE THE LOCATION TO REMOVE MUD • A GILT FARRIER (FREPAFRICATED FILT PENCE) CANNOT F6 CONSIDERATION: SOLID GROUND. IT MAY BE SUFSTITUTED! I THE SILT FENCE MUST BE CONSTRUCTED AS
BACKFILL KITH GOOD MATERIAL. THIS IS NECESSAR7 SC IF THE SITE HILL HAVE A.LARGE NUMBER OF VEHICLES USING THE N TO REMOVE MUD AND THEN DESCRIBED IN THESE INSTRUCTIONS. ' INSTALL TAE OUTLET AT THE LOWEST POINT(S) IN THE BARRIER OR IS NECESSARY SO THE STONE FENCE WHERE WATER WILL POND.
CXIT, IT IS ADVISABLE TO RAVE A DIVIDED ENTRANCE THAT DIRECTS DOES NOT DISAPPEAR INTO THE MUD, InfICH WOULD REQ1 ENTERING TRAFFIC THROOGN A SEPARATE TRAVELNAI PARALLEL TO THE STONE TO COMPLETE THE APRON AND MAXE INSTALLATI01' NRICH MOULD REQUIRE MUCH lIORE • ALLOW SUFFICIENT SPACE FOR MAINTENANCE, GRADING, FILLING, AND AKE INSTALLATION DIFFICULT. OTHER CONSTRUCTION ACTIVITY BETWEEN THE SILT FENCE AND THE • INSTALL THE OUTLET WHERE IT IS ACCESSIBLE FOR INSTALLATION,
GRAVEL CONSTRUCTION EXIT IN ORDER TO REDUCE THE NUMBER OF TRIPS V6 AS MUCK OP CONSTRUCTION SITE. IF NECESSARY, HAVE SLOPE STARES, BUILDING MAINTENANCE, AND REMOVAL.
OVER THE STONE, INCREASING THE LIFE OF THE GRAVEL, AND REDUCING CLEAR THE LOCATION OF THE APRON. LEA VEGETATION AS POSSIBLE AROUND THE LOCATION 1b ROI MAINTENANCE. REFER TO THE ILLUSTRATION .FOR DETAILS. PLACE AND REDUCE THE AREA THAT HILL HAVE TO BE S7 LEAVE AS MUCK OF THE EXISTING CORNERS, STORM DRAINS, ETC. SURVEYED BEFORE CLEARING TO GUIDE LOCATION 1b BOLD THE SOIL IN INSTALLATION. KNON WHERE THE TOE OP PILL SLOPES WILL EXTEND SO • ALLON AT LEAST:
RUNOFF AND SEDIMENT lROM TEE-SIR MOST'BE DIRECTED ANAS FROM AFTERNARD. LL HAVE TO BE STABILIZED THAT SUFFICIENT ROOM IS LEFT BETWEEN THE TOE AND SILT FENCE FOR MAINTENANCE, REPAIR, AND REMOVAL. IS PEST BETWEEN THE BARRIER OR FENCE AND S?NGLE-STORY BUILDINGS.
THE. EXIT SO THAT IT DOES NOT Fi,ON INTO THE STREET OR OTHER OFF- 1. EXCAVAR TE6 BOTTOM TO TSE REQUIRED DEPTH TO ACC! SITE AREA; CHOOSE A LOCATION FOA TEE EXIT THAT MILL MARL IT AND THE FILTER BLANKET. NNEN FINISHED, THE BOTTOr 6D DEPTH TO ACCEPT THE STONE • 'ALLOW AT LEAST:
EASY TO DIVERT THL RONOFF TO SEDI!!LN'T-TRAPPING DEVICES.- APRON MUST BL LEVEL MITR THE BOTTOM OF THE CHANN! SHED, THE BOTTOM OF THE 25 FEET FOR FORK LIFTS BETWEEN THE BARRIER OR FENCE AND DM OP THE CHANNEL; THERE 15 FEET BETWEEN THE FENCE AND SINGLE-STORY BUILDINGS. MULTIPLE-STORY BUILDINGS.
• IF THE GRAVEL CONSTRDLTION EXIT DOES NOT~FUNCTION TO KEEP MUD SBNL~QT @li $4 QY~tZFALL ST TBd mQ 41 TJia 8J'flQH• AND DUST ON-SITE, THEN ANT .SOIL OR DEBRIS TRACKED 1ROM THE SITE Q! TJi[ BPflQH• 25 FEET BETWEEN THE FENCE AND MULTIPLE-STOAT BUILDINGS. 10 FEET BETWEEN THE BARRIER OR FENCE AND THE TOE OF FILL
MUST BE PH75ICALLT REMOVED FRCIM THESE AREAS BT FIRST USING A S. PLACE THE FILTER BLANxEl, AS SPECIFIED IN THE PL1 IlIED IN THE PLAN, OVER THE SLOPES. FLARED LND SECTION. 10 FEET BETWEEN TAE PENCE AND THE TOE OF PILL SLOPES•
_ SHOVEL AND BROOM AND THEN MASHING THL PAVEMENT. LOCATION AND UNDER TAE LIP 0! THE FLARED END SEC7 ' PLACE THE OUTLET SO THAT MATER FLOWING THROUGH IT WILL NOT
• IF Tffi PtRIOt R66PONBItLt FOR Ttt DIal9NaBNGt IAIL !0 lARL 6. PLACE THE SPECIFIED STONE 1'0 THE REQUTAEp DIMENSI INITIATIVE 1'0 KELP 60IL AND DtBRIa ON !tQ aIR LNFORCtIRNT IT TO THE CONFIGURATION SRONN IN THE PLAN. REQUIRED DIMENSIONS AND SHAPE ~ WHERE POSSIBLE, INSTALL THE SILT PENCE ON TfIL CONTOUR SO THAT CREATE AN EROSION HAZARD BELOW: AVOID STEEP SLOPES BELOW THE THE PLAN. RUNOFF GOES THROUGH THE SILT FENCE AND DOES NOT FIAN ALONG THE OUTLET AND AREAS WITHOUT PROTECTIVE VEGETA"iON. USE SLOPE
ACTION MAT at TARNN AOAINB! TEt slit ANO !ft OMADIMO PERMIT Figure 4.Illustratlon of a Properlylnstalled Rock Check Structure RdVOREO AND/OR A 6TOP WORx ORDER Iaa0t0. 1.• STABILIZE TRC AREA AROUND THE APRON THAT NAS DIS7 SILT FENCE AND POND AT THL LOWEST POINT. WHERE pONDING DOES DRAINS IF NECESSARY. ON THAT NAS DISTURBED DURING OCCUR, SILT FENCE OUTLETS MAY BE NECESSARY SO THAT THE FENCE WHEN
CONSTRUCTION. USE ADDITIOIrAL STONE OR VEGETATION, 1, CLEAR TEE LOCATION OF !EE EXIT, REMOVING STUMPS, ROOTS, AND pMp? DowNSnva11 nape or BYRUCrvae APPROPRIATE FOA THE SITDATION. E OR VEGETATION, NHICHEVER IS DOES NOT COLLAPSE. • •DETERMINE THE LOCATION OF THE OUTLET; FOR A tl3ft8IE8r THE TRENCH IS DUG TO HURY THE BOTTOM OF THE FABRIC BECAUS~ENE
OTHER VEGETATION IN ORDER TO PROVIDE A FIRM FOUNDATION SO THAT Irocc a°x ~ tax tpx Ib>: loft CLEAR TNL IACIITION OF THE SILT FENCE, CLEARING ONLY NHAT IS BARRIER WILL BE OMITTED AT THE OUTLET; FOR A ,511 FENCE NEEDED TO PROVIDE ACCESS TO PERSONNEL AND EQUIPMENT FOR THE WIRE FENCE IS IN PLACE BECAUSE THE FILTER FABRIC WILL BE
THE STONE IS NOT PRESSED INTO SOFT GROUND. CLEAR ENOUGH NIOTH 1~) NAInfUY rloe plPT11 ON iOtl W>r ~ TO ALLOM PASSAGE OF LARC6 VENIC'LES, BUT CLERK ONLY irtiltT IS ~a ib le 20 26 ~ bo INSTALLATION. IT IS PERMISSIBLE TO PLACE THE SILT PENCE IN THE OMITTED AT THE OUTLET.
NECESSARY FOR THE EXIT. DO NOT CLFJtR ADJACENT AREAS UNTIL TRL - ~ - ~ ~ :NSTRUCTIONS FOR PERMANENT STABILIZATION USING REQUIRED EROSION CONTROL DEVICES ARE IN PLACE. SUGGESTED ROCK DfA3fETLR k FLOC DEPT119 EDGE OF EXISTING TREES AS LONG AS THE ONNER ALLOWS IT AND CARE IS TAKEN TO PROTECT THESE TREES DURING INSTALLATION,
MAINTENANCE, AND REMOVAL IF THE TREES ARE TO REMAIN ALTER AS 3. RLPER I'0 THE ILLUSTRATIONS OF THE OUTLET "HE PLAN. CONSTRUCTION. DO NOT ATTACH THE FILTER FABRIC TO THE TREES,
MULCH PUCE A D0'""",""y e+ere ~tDPoix~nnr u~ e~rr>n~~R IF THE SOIL AT THE LOCATION IS SOR IT IS ADVISABLE TO ~_w pt RTfitnrllf. IT MARES BURYING THE TOE IMPOSSIBLE. 4. CLEAR STUMPS AND ROOTS FROM THE LOCATION ^F THE OUTLET•'CLEAR
INSTALLATION 6 TO B INCH LATER Or CRUSHER RUN STONE DONN FIRST TO PROVIDE A [ot,AR 'i FIRM FOUNDATION AND PREVENT THE NASALD STONE BEING PRLSSEO INTO p0R A THE GROUND, \ n n 4. EXCAVATE A 6 X 6-INCH TRENCH ALONG THE LOCATION OF THE FENCE. ADEQUATE ACCESS FOR THE EQUIPMENT tiEEDEO P;R INSTALLATION, USING A "DITCH WITCH' IS HELPFUL. MAINTENANCE, AND REMOVAL.
1. REFER TO PLANS FOR LOCATION, EXTENT, AND SPECIFICATIONS. IF THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCATION, EXTENT, OR AT THL LOCATION OF THE EXIT, PUCE AN B-INCA LATER OF MASHED B00 MM (tl IR,) 5. ALONG THE LOWER SIDE OF THE TRENCH, PLACE STEEL FENCE POSTS NO ~ 5. FOR A @AggIE$:
HETHODS OF INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR STONE 2 ?0 3 INCHES IN DIAMETER AT LEAST SO FEET LONG AND AS YnrirY RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE, EROSION MIDL AS THE FULL WIDTH OF THE EXIT OR AT LEAST 10 FELT HIDE. _ MORE THAN B FEET APART AND DRIVE THEM 1B INCHES INTO THE ~ ,TUST BELOW THE GAP IN THE BARRIER, PLACE A LAYER OF FILTER
CONTROL PERSONNEL HAVE COPIES OF INSTRUCTIONS AND MAY BE ABLP, FLARE TAE END OF THL STONE NHER6 IT MELTS THE PAVElO?NT SO THAT \ GROUND. FABRIC ON THE GROUND TO PROTECT THE SOIL FROM EROSION BY
TO OFFER ASSISTANCE. TNL NHEELS OF TURNING VERICLES REMAIN ON STONE AND DO NOT ~ ~ 160- Tp 16o-ri TRAVEL OVER UNPROTECTED SOIL. Rca RRr pf A lao-w NDQYUff DWIN of CDWC (e- To le-tN.) 6. ATTACH WIRE FENCE ('HOG WIRE' OF MINIMUM 14 GAUGE WITH MAXIMUM OUTFLOW FROM THE OUTLET; PLACE 6 INCHES OF THE UPPER EDGE IN THE TRENCH. STARE THE REMAINING EDGES OF THE FABRIC TO HOLD IT MESH OF 6 INCHES) TO THE UPHILL SIDE OF THE POSTS, AND PLACE 12 IN PLACE.
IF TEE DISTURBANCE IS MOT PROPERLY AND 6000t6B1VLLY BlAEILISED (t-aJ oR Dttftlt TRtNQI Roc[ C CUANN1LfI0Y °tm.:uNCx TAE rIRST TiML SO TEAT EROBIOM IS RESTRAINED, TBC MtJLCEiNO xILL S. A SQUARE-EDGED SHOVEL AND BROOM NITR STIFF BRISTLES MUST BE u~ n Ibo la (e Ir.) INCHES OF THE BOTTOM OF THE FENCE INTO THE TRENCH. DO NOT USE 'CHICKEN HIRE.' USE WIRE TO FASTEN THE FENCE TO TNL POSTS. THE • ALONG THE GAP WHERE THE OUTLET WILL G0, PLACE STEEL FENCE POSTS
BAVE TO BE REPEATED. PROVIDED AT THE EXIT FOR REMOVING ANT MUD THAT MAY BE TRACKED INTO THE STREET. SIDE V1E?r FRONT V1Ex COMPLETED PENCE MUST 8E AT LEAST 2 FEET HIGH AND NOT MORE THAN FOR S?RLNGTH, THE POSTS MUST HE A MAXIMUM OF 2 FEET APART AND 3 FEET HIGH. DRIVEN INTO SOLID GROUND AT LEAST 18 INCHES.
2, ,BEHOVE ROCKS, STUMPS, ROOTS, AND OTHER DEBRIS THAT WILL _ INTERFERE WITH THE MULCH CONTACTING THE SOIL AND MARE U~ 7, ATTACH SYNTHETIC FILTER FABRIC TO THL UPHILL SIDE 0! THL HIRE PLACE HARDWARE CLOTH WELDED GALVANIZED SCREEN WITH SQUARE
INSTALLATION DIFFICULT. FENCE KITH STAPLES A MAXIMUM 12 INCHES APART, AND PL7tCEE12USE 1/4 - 1/2-INCH HOLESJ(ON THE UPHILL SIDE OF THE POSTS TO HOLD
N E LANDSCAPING OR EROSION CONTROL 1. AS VEHICLES LEAVING TAE SIR DRIVE ACRASS THE MASHED STONE THE 3. FOLLON THE SPECIFICATIONS I TH ABRASIVE ACTION OF THE MASHED STONE SHOULD REMOVE SEDIMENT FROM INCHES OF THE FABRIC INTO THE TRENCH WITH THE WIRE FENC THE MASHED STONE IN PLACE. PUT 6 INCHES OF THE BOTTOM OF THE ROLLS OF FABRIC AND COT TO THE NECESSARY LENGTR IN ORDER TO CLOTH IN THE TRENCH AND FASTEN IT TO THE POSTS WITH LENGTHS OF
PLAN. SPREAD ENOUGH MULCH TO COMPLETELY COVER THE SURFACE OF THE TIRES. IT MAY HE NECESSARY TO OSE A SHOVEL TO REMOVE MUD THE SOIL TRAPPED BETIIEEN DUAL NHLELS. MINIMIZE THE NUMBER OP JOINTS. WIRE
4. TO PREVENT MIND OR NATLR FROM DISLODGING IT, THE MULCH SHOULD 2. ANT BOIL TRACKED PROM TEE SITE MOST BE REMOVED IMMEDIATELY. A - T 8, BACKFILL THE TRENCH AND TAl~ THE FILL TD FIRMLY ANCHOR THE • HURY THE BOTTOM dP THE HARDWARE CLOTH AND THE UPPER EDGE OF THE BOTTOM OF THE FILTER FABRIC AND HIRE FENCE TO PREVENT WATER FILTER FABRIC BELOW THE OUTLET IN THE TRENCH AND COMPACT THE
BE HELD IN PLACE BY COVERING IT NITH PLASTIC NETTING. FOLLOWING SHOVEL AND BROOM MUST BE OSED I'0 REMOVE AS MUCK SOIL AS THE INSTRUCTIONS IN THE LANDSCAPING OR EROSION CONTROL PLAN POSSIBLE BEFORE WASHING THE PAVEMENT. FROM FLOWING UNDER THE FENCE; MARE IT CO THROUGH THE FILTER FILL• FABRIC.
9. WHERE IT IS IMPOSSIBLE TO INSTALL THE SILT FENCE ON THE • PLACE A FILTER OF 1-INCH DIAMETER WASHED STONE ON THE UPHILL
5. IF PLANTINGS ARE TO BE INTERPLAN?ED, FOLLON THE INSTRUCTIONS IN THE PLAN. CONTOUR, RUNOFF WILL FLOW ALONG THE FENCE AND POND AT THE SIDE OF THE OUTLET. PILE THE STONE UP TO THE TOP OF THE
IQTERIALt, tQOIl1RNT, AND POItONNtL INrt! 1! A'/AILAaLt FOR A MAINTENANCt AT ALL TIM66. _ LOWEST POINT. WHERE THE TOTAL DRAINAGE AREA T'0 THE POINT OF HARDWARE CLOTH AND OVER THE JOINT BETWEEN THE OUTLET AND THE PONDING IS GREATER THAN 5,000 SQUARE FEET (FOR EXAMPLE: A BARRIER,
MAINTENANCE PUCE 001nCSTRLIL aTAUCnJRE BUCK 1. MHEN THE STONE IN TRL EXIT bECdOSE COMlAMIMATED NITH SOIL AND THAT POINT •B• 13 APPROXIMATELY SQUARE 10 FEET ON A SIDE), A SILT FENCE OUTLET IS REQUIRED; 6. POR A WHERE THE DRAINAGE AREA IS GREATER THAN 10,000 SQUARE FEET (FOR ,SILT FENCE:
IP THE MULCH IS DISTURBED 87 CONSTRUCTION ACTIVITY, IT MUST BE ITS TONCTION IS REDUCED TO NAERL SEDIMENT IS BEING TRACKED INTO ),gytL IRTH TML LONL3T CROUfiO RESTORED TO ITS ORIGINAL CONDITION SO THAT IT PROVIDES ADEQUATE THE A 1_INCH LITER 0! GLEAM STONE MUST BE ADDED. F;LEVATION OF TiIE UPSTREAM 37RUCYUR6 EXAMPLE: A SQUARE 100 FEET ON A SIDE), A SEDI?~N'1' TRAP IS ~ JUST BELOW THE GAP IN THE FENCE, PLACE A LAYER OP FILTER FABRIC NECESSARY. THE LOCATION OF THIS OUTLET MAY FL SHONN ON THE ON THE GROUND TO PROTECT THE SOIL FROM EROSION B`.' OUTFLOW FROM
COVER. PLAN, BUT CHECK TAE INSTALLATION IN THE FIELD NHEN THE WIRE THE OUTLET; PLACE 6 INCHES OF THE UPPER EDGE IN THE TRENCH. FENCE IS UP TO DETERMINE IF ADDITIONAL OUTLETS ARE NEEDED. SCE STAKE THE OTHER EDGES OF TAE FABRIC TO HOLD IT IN PLACE.
2. DIVERSIONS USED TO DIRECT RUNOFF ANAT FROM THE EXIT TO 8 SEDIMENT-TRAPPING DEVICES MUST BE MAINTjtIRED ACCORDING TO THE DETAILS OF THE SILT FENCE OUTLET FOR INSTRUCTIONS.
SPECIPICATIONS-FOR TROSE DEVICES. I • ALONG THE GAP WHERE THE OUTLET WILL G0, PLACE ADDITIONAL
3. THL GRAVEL CO115TRVCTION QIT MQBT Bt MAINTAINED SO TRAY MUD AND DUST ARE KEPT ON-SIR. PROBLEMS MOST BE ANTICIPATED AIrD a,M ~ MAINTENANCE STEEL FENCE POSTS FOR STRENGTH. THE POSTS MUST BE A MAXIMUM OF 2 FEET APART AND DRIVEN INTO SOLID GROUND AT LEAST 18 INCHES.
PREVENTIVE MAINTENANCE MUST BE PLRFORl~D. MATERIALe, EQUIFfeLNT, AND PERSONNEL MUFT F6 AVIIILAFLE POR • PLACE HARDWARE CLOTH (WELDED GALVANIZED SCREEN WITH SQUARE MAINTENANCE AT ALL TIMEe. 1/4 - 1/2-INCH HOLES) ON THE UPHILL SIDE OF THE POSTS T`0 HOLD
OFD 1. INSPECT THE SILT FENCE: THE WASHED STONE IN PLACE. PUT 6 INCHES OF THE BOTTOM OF THE
RtMDVAL A`I N o QE ~ Chu 1 M CLOTH IN THE TRENCH AND FASTEN IT TO THE POSTS WITH LENGTHS OF
1. MNLN 19IL GRAVEL CONSTROCTION EXIT IS NO LOIRGEA HEEDED, NHEN Tl{E TRAVELNATS HAVE BEEN STABIL22ED AND TAE pOTEN'1'IAL FOR TRACKING * DURING CONSTRUCTION: TO SEE IF MACHINERY OR FALLING TREES HAVE WIRE• . DAMAGED THE SILT FENCE; IP DAMAGED, REPAIR IT. TO SEE THAT FILL • BURY THE BOTTOM OF THE HARDWARE CLOTH, THE UPPER EDGE OF THE
SOIL AND DEBRIS INTO TAE STREET RAS BEEN RLMOVCD, THE GRAVEL CONSTRUCTION EXIT MAT BE REMOVED. , MATERIAL HAS NOT ACCUMULATED AGAINST THE PENCE; IF IT HAS, FILTER FABRIC BELOW THE OUTLET, AND THE WIRE FENCE IN THE REMOVE THE MATERIAL, REPAIR THE FENCE, AND HOVE THE FENCE OR TRENCH AND COMPACT THE FILL.
2. THE STONE AND ANY SLDIIQMT' SHOULD BE REMOVED AND PROPERLY FILL SO THAT IT DOES NOT HAPPEN AGAIN.
DISPOSED OF WHERE THEY MILL NO'f CRLAR AN EROSION HAZARD. w OPF IS NOT FLOWING UNDER • PLACE A FILTER OF 1-INCH DIAMETER WASHED STONE ON THE UPHILL BFTES t$~H TO SEE TNAT~RUN SIDE OF THE OUTLET. PILE THE STONE UP TO THE TOP OF THE THE FENCE; IF IT IS, BURT THE BOTTOM OP THE FENCE CORRECTLY. TO 2. CLEAN OUT ACCUMULATED SEDIMENT WHEN IT REACHES A DEPTH OF ONE-
SEE THAT RUNOFF HAS NOT TOPPED THL FENCE IN LOW POINTS; IF IT HARDWARE CLOTH AND OVER THE JOINT BETWEEN THE OUTLST AND THE HALF THE HEIGHT OF THE OUTLET. PLACE THE SEDIMENT IN A DISPOSd AREA, OR MIX IT WITH DRY SOIL ON THE SITE IF APPROPRIATE.
SILT FENCE.
S AN OUTLET MAY BE NEEDED AT THAT POINT TO PREVENT FUTURE DO NOT DISP08E OF SEDIMLNT'IN A MANNER TFAT HILL CREATE AN HA , ER06ION HAZARD, FAILURES. MAINTENANCE
2. CLEAN OUT ACCUMULATED SEDIMENT NHEN IT REACHES ASEDINENTFINNA MATERI S PERSONNEL MUST FE AVAILRELE FOR 3. WHEN THE STONE FILTER BECOMES CLOGGED, PREVENTING FLOW THROUGH
HALF THE HEIGHT OF THE FIOPRIATEBRMIX ITAWITH DRY SOIL ON THE u r EQUIPMENT, AND THE FILTER, REMOVE THE CONTAMINATED STONE, DISPOSE OF IT DISPOSAL AREA OR, IF APPR r MAINTENANCE AT ALL TIME. PROPERLY, AND REPLACE IT WITH CLEAN WASHED STONE.
SITE. 1. INSPECT THE SILT FENCE OUTLET: • 4. REPAIR THE OUTLET IF DAMAGED BY USE OR DURING MAINTENANCE.
DO NOT DIalOaE OF eEDIrRNT IN A MANNeR TFA~EIOL~ TOP OP ~ • REBUILD IT TO THE ORIGINAL CONFIGURATION. 6R0620N EAEAItD. DO NOT ERECT' A NEM GILT DURING CONSTRUCTION' TO DETERMINE IF MACHINERY, FALLING TREES,
ACCUMULATED 6EDII~NT FREIND TEE FENCE. ETC. HAVE DAMAGED THE BARRIER, FENCE, OR OUTLET; IF DAMAGED, MARE REPAIRS, TO SEE THAT FILL MATERIAL HAS NOT ACCUMULATED REMOVAL
3. IF SILT FENCE OUTLETS ARE USED, REMOVE AND REPLACE THE STONE AGAINST THE OUTLET, BLOCKING OUTFLOW; IF IT HAS, REMOVE THE
ALL DETAILS ARE ILLUSTRATED FILTER KITH CLEAN, WASHED STONE WHEN TH6 FILTER BECOMES MATERIAL, REPAIR THE DAMAGE, AND MOVE THE FENCE OR FILL SO THAT IT DOES NOT HAPPEN AGAIN. 1. WHEN GRADING IN THE DRAINAGE AREA ABOVE THE OUTLET HAS BEEN AREA ABOVE THE SILT FENCE HAS BEEN CLOGGED. DISPOSE OF ANY CONTAMINATED STONE PROPERLY. COMPLETED AND THE DISTURBED AREA SUFFICIENTLY STABILIZED TO
- I N 0 RAN G E COUNTY 1. NHLN GRADING IN THE DRAINAGE AREA ABOVE THE FINISHED AND DISTURBED AREAS SUFFICIENTLY S' SUFFICIENTLY STABILIZED TO RESTRAIN EROSION AND ANY OUTLETS MUST BE 4. REPAIR ANT BREAKS OR ROTTEN PLACES IN THL FILTER FABRIC. ~ g~gg 1~ ggj~~y; TO DETERMINE IF RUNOFF FLOWING THROUGH THE , THE OUTLET MUST BE REMOVED. 'ENCE OUTLET HAS CAUSED DAMAGE BY UNDERMINING THE FENCE OR OUTLET, OR
EROSION CONTROL MANUAL .RESTRAIN EROSION, THE SILT FENCE AND AN7 OU REMOVED. IF ACCUMULATED WATER HAS COLLAPSED THE OUTLET; IF IT HAS, MARE 2. CLEAN OUT ACCUMULATED SEDIMENT AND DISPOSE OF IT PROPERLY. 5. IF THE FENCE IS SAGGING BETWEEN POSTS, INSTALL ADDITIONAL REPAIRS OR INSTALL_A SEDIMENT TRAP IF NECESSARY TO PREVENT
2. REMOVE ANY ACCOMULATED SEDIMENT AND DISPOSE LENT AND DISPOSE OF IT PROPERLY. POSTS, FUTURE FAILURES. 3. REMOVE POSTS, FENCE, FABRIC, WIRE, AND WASHED STONE; DISPOSE OF
3. REMOVE POSTS, FENCE, AND FABRIC; DISPOSE OF OF THEM PROPERLY. 6. NHEN MAKING REPAIRS, ALNIITS RESTORE TRL SILT FENCE TO ITS THEM PROPERLY. IRIC; DISPOSE
4. STABILIZE THE DISTURBED AREA NNERL THE FENCI ORIGINAL DESIGN CONFIGURATION. 4. GRADE THE LOCATION AS NECESSARY. t WNERL TAE PENCE NAS LOCATED.
5. STABILIZE THE DISTURBED AREA WHERE THE OUTLET WAS LOCATED.
f yr. . BRUNSSEN ENGII ENGINEERING SERVICES, P. A.
EROSION CONTROL G - ~
~i ENGINEERING PLANNING CONSULTING DETAILS
`'•'s•' BRUNS, 566 CHURCHWELL CT. DURH CT. DURHAM, N.C. 27713 919 544-1159

I
Y ~ ~ 1 ~ ~ e~ 1/ ~ 4 ~'WrW ~ " ~0 ~ W W
w ~ ~ c m ~ ~ ° a~Q INSTRUCTIONS FOR TEMPORARY STABILIZATION USING ~ g W o
~ J~O=
Y" VEGETATION b>~ <ak T ~c ~m• narALLArfoN OJT, b
A ~ F WW < p ~ H 4
r Y 1. REFER TO PLANS POA LOCAT ' ~ a ~ ~ ION, EXTENT, AND SPECIFICATIONS. IF zm ~ ¢ THERE ARE QUESTIONS OR PROBLEMS KITH THE LOCATION, EXTENT, OR ~ ~ r`;
1 `I METHODS OF INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR ~ ~ ~ F REMOVAL ~gE RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION a~~~ m ~ m a
~ ~ ~ ~ J CONTROL PERSONNEL HAVE QOPIES OF INSTRUCTIONS AND MAY BE ABLE TO a ~ o ~ 1. WHEN GRADING IN THE DRAINAGE AREA ABOVE THE SEDIMENT TRAP HAS • W Z ~ W BEEN COMPLETED AND THE DISTURBED AREAS SUFFICIENTLY STABILIZED OFFER ASSISTANCE. p
,r ~ / \ Y ~ ~ ~ u = ~ TO RESTRAIN EROSION, THE TRAP MUST BE REMOVED. IF THE DISTURNAlICE 26 MOT PROPNRLT 6TABILIEED TEE FIRST TIME BO •'0~~ p ° p
TEAT EI{0620N I6 RESTRAINED, TBE dEEDINa HILL NAYS TO BE ~w o ~ 2. REMOVE ACCUMULATED SEDIMENT AND DISPOSE OF IT PROPERLY.
Y" ~ ~s. ~ ~ REPNATLD. a o ~ ~ ! Z ~ ~ 3. REMOVE THE POSTS, FENCE, FABRIC, AND OUTLET COMPONENTS; DISPOSE
~ ~Y~' ~ 50R 2. USE THE APPLICATION RATES FOA LIME, FERTILIZER, SEED, MULCH, OF THEM PROPERLY. ETC. SPECIFIED IN THE PLAN, OR USE THE RATES BELOW FOR THE W S LOCATED AS
Pr,~ Y' ~ E`E d ~ APPROPRIATE SEASON. .y 4. STABILIZE THE DISTURBED AREA WHERE THE TRAP A a+ SPECIFIED IN THE PLAN.
Y' ~ ~+~JL GR VEL H ALL 8EA60NS: ~ .
E~!!C(~ STABMJZED SLOPE l LIME: 90 POUNDS PER 1000 SQUARE FEET (2 TONS PER ACRE).
Y' Y ~ Y ~ , FERTILIZER: 10-10-10; 16 POUNDS PER 1000 SQUARE FEET (700
~ R 3- S SR 2 POUNDS PEA ACRE). STRAW MULCH: 80 POUNDS PER 1000 SQUARE FEET (1.5 TO 2 TONS PER A
Y' ~ J sTAeIE uNDlsTUaefo ~ S ACRE); USE ENOUGH•STRAN TO COVER 751 OF THE GROUND. ~ ~ W a ~
DuTLET AREA ~ ~ aPS ~ 6 ~ 'r ~ , MARCn - MAT ~
V't `r- ~ , ~ RYE GAA ~M . r I IN. 3 POUNDS PER 1000 SQUARE FEET (150 POUNDS PER ~ gS W
I 50 ~ '~~I~~ ~ iI ACRE), a ~
~ Y` [+Bt[~ E SEM NT SPRING OATS:. 3 POUNDS PER 1000 SQUARE FEET 125 POUNDS PER R~P~ off: tt~ff
,r' ~ SYMMETRICA - ,r' L CUL-DE SAC ACRE). ( Z ~ ( F`~
~ bb UW~ MAT - AvonST €aE ~~z
LEV ,N PT. m.~~ ~ ~ a~~ MILLET: 1 POOND PER 1000 SQUARE FEET (40 POUNDS PER r ~ h°
Z W Y ~ 2 ACRE).
7 J ELCVATION POINT$ Z ~ ON SPREADER W w DB SORGHUM HYBRIDS: 1 POUND PER 1000 SQUARE FEET ({0 POUNDS PER e~'
All At SAME EIEVARON ~ ~ ACRE). 2F pW~ ~ m~~ a ~
Y X50' EASEMENi ~ w t W ' n~~ $~u N ADWST 1S - NGVElO?tER 1S E ? w
~~S ~ 4 Sag OATS: BEFORE OCTOBER 1; 2.5 POUNDS PER 1000 SQUARE FEET (125 ? ~ ~BMr
~ ttcv 1s' PT, POUNDS PER ACRE). Q
SURGE STONE UP W o ~ ~€i~ WHEAT: AFTER OCTOBER 1: 3 POUNDS PER 1000 SQUARE FEET (180 ~
~ w POUNDS PER ACRE - ~EP ) ~B ~
SPSfdGERIS: coNSmucr pR IlVtt. ur d1 uKasror[EO s0. ro u~nFr;w ~ o NDCNt AMO itaD p1Aa 05EI1 DK IOICTN a DK SP~EAOEA, nrortcT It rtN Aw ~ o ~ oi~~< zum~ NovEMSCR is - rnenuAR:
RaltArr MAIFAIAL Su61 AS SINIQ lroNE ro rrtt'pt aoldl 01~lp1 ~ GRADE MUST NOT EXCEED M I[DYrt EstAlUpltD. rn 5X+- t i FOR 100' FROM INTERSECTION _ VEGETATION IS NOT AN APPROPRIATE STABILIZATION DURING THESE INSTRUCTIONS FOR
wnn uu-pK oUtttt am0lN NIfA YDSt et ea0w1Y StiroTM AMO rGl ~ ~ ~ YtD;TAtm MtN A YAAYW !LOPE 0/ 101[ ~ F SEASONS; USE ANOTHER TYPE OF TEMPORARY GROUND COVER, SUCH AS MDLCHlxc. TYPE-A SEDIMENT TRAP
o a o
o O yefiT~ff ALi emroem xie O t 3. SEEDBED PREPARATION: REMOVE ROCKS, STUMPS, ROOTS, ETC. SINCE INSTALLATION THEY WILL INTERFERE WITH SEEDING AND MAINTENANCE. THE SMOOTH,
~ O 0: COMPACTED SURFACE OF CUT AND FILL SLOPES IS NOT A GOOD SEED BED; 1. REFER TO THE PLANS FOR LOCATION, DIMENSIONS, AND APPLY LIME AND FERTILIZER, THEN RIP THE SOIL 4-6 INCHES TO NIX SPECIFICATIONS, IP THERE ARE QUESTIONS OR PROBLEMS WITH THE
THE NUTRIENTS INTO THE SOIL AND TO LOOSEN AND ROUGHEN IT TO LOCATION, EXTENT, OR METHODS OF INSTALLATION, CONTACT THE RECEIVE THE SEED. ENGINEER, ARCHITECT, OR RESPONSIBLE PERSONNEL ON THE SITE FOR
I ~M"~~" SIGHT TRIANGLE
1. THE MATTING SHOULD 9E A MINIMUM OF 4 FEET 1/1DE E1(TENDINO B INCHES OVEA THE UP ANO EASEMENTS 5a' TAPER BURIED 6 INCHES DEEP IN A VFATICAI TRENCH ON THE L014ER EDGE. THE UPPER EOCE SHODU) ' 4. 6ENDIMG: APPLY SEED AT THE RECOMMENDED RATE, AND GO OVER THE ASSISTANCE. EROSION CONTROL PERSONNEL HAVE COPIES OF INSTRUCTIONS AND MAT HAVE PHOTOGRAPHS 0 PROPERLY INSTALLED SURFACE KITH A CULTIPACRER WHERE POSSIBLE TO BRING THE SEED INTO TYPE-A SEDIMENT TRAPS AS AN AID TO INSTALLATION.
eU17 AGAINST SMOOTHLY CUi SOD ANO BE SECURELY HEIR IN PLACE 111TH CLOSELY SPAC ~ O X7O (TYP CONTACT KITH THE SOIL.
EO HEAVY DUTY TARE STAPLES Ai (EAST 12 WCHES LONG. ~ 2. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPgEA01N0 OF STORM RUNOFF, 5. MULCnINGt THE AREA SEEDED MUST BE MULCHED TO PROTECT THE BARE IP !EE 6EDIMENT TRAt IE ROT YNSTALLED CORRECTLY TAE FIRST TIME, SOIL UNTIL THE VEGETATION IS ESTABLISHED AND TO RETAIN MOISTURE IT HILL H11VE TO B6 REBUILT.
aYNrnl!uCT TN! I.iv[~ [PpcADLp GN {M71ilYgYi4 CGS (NOT ON R??) CONSigUCi A ZO FOOT TRANlITION ICC710N FROM 1HE DIVERSION CHANN[L TO ~llNO ~u00TNLr TO PROMOTE SEED GERMINATION AND PLANT GROWTH. APPLY ENOUGH MULCH TO COVER 151 OF THE SOIL SURFACE. TO KEEP IT IN PLACE AND 2• DETERMINE THE LOCATION ON THE GROUND, TARING INTO
MItH TNF wDTN ANO pEPiH D< ME LEVEL SPREADER. S. DISPERS[ RUNOFF FaO+u THE lPRCAOER ACg03! A PpOrERLY ITMiUiEO lLOo[, NOT TO [xCEED 3O' RADIUS PREVENT HIND OR HATER FROM DISLODGING IT, THE MULCH SHOULD BE CONSIDERATION: HELD IN PLACE BY TACKING IT WITH ASPHALT OR COVERING IT WITH + A PREFABRICATED GILT FENCE (SILT BARRIER) CANNOT BE USED ! THE
10S MAKE SUq[ iNAi THE 9LOPC 1! SUFFICICNILY SYOOTN TO KCEP THC /LOW FIIOM CONCCNTgA11N0. NETTING. SILT PENCE MUST BE CONSTRUCTED AS DESCRIBED IN THESE
6. IMMf01ATELY AF1ER IT'S CONSiRUC110N, MPROPRIATEIY SEED ANO MULCH THE EHTIRC DISTURpEO AAfA OF THE LEVEL SPREADER. ROAD 6O' R W INSTRUCTIONS.
_ _ _ MAINTENANCE ~ ALLON SUFFICIENT SPACE FOR THE TRAP TO BE BUILT TO THE
LEVEL. SPREA DER AREAS MUST BE RESEEDED AND MULCHED NHEAE THE VEGETATION FAILS TO SPECIFIED DIMENSIONS, ESTABLISH ITSELF OR IS DAMAGED BY RUNOFF OR CONSTRUCTION • ALLON ACCESS TO TAE TRAP NHEN IT IS FINISHED TO MAINTAIN AND
ROAD CONNECTION DETAIL ACTIVITY. IF THE TEMPORARY VEGETATION SHOULD FAIL FOR ANY REASON CLEAN IT OUT, TAXING INTO ACCOUNT FINISHED GRADES, FILL SLOPES, BEFORE THE PERMANENT STABILIZATION IS PROVIDED, IT MUST BE BUILDINGS, UTILITIES, ETC.
REPLACED WITH AN APPROPRIATE TYPE OF COVER SUFFICIENT TO RESTRAIN EROSION. +
ALLON AT LEAST:
Cross Section 15 FEET BETWEEN THE SEDIMENT TRAP AND SINGLE-STORY BUILDINGS.
INSTRUCTIONS FOR PERMANENT STABILIZATION USING 25 FEET FOR PORK LIFTS BETWEEN THE SEDIMENT TRAP AND MUL?IPLE-
VEGETATION STORY BUILDINGS.
Material ~ Variable 15 FEET BETWEEN THE ?RAP AND THL TOE OP PILL SLOPES. INBTALLArION
stapled in + MAXE SURE RUNOFF FROM THE DISTURBED AREA ABOVE THL TRAP WILL 1. REFER T'0 PLANS FOR LOCATION, EXTENT, AND SPECIFICATIONS. IF FLOW INTO AND THROUGR THE SEDIlO?NT TRAP AND NOT BY-PASS IT.
place THERE ARE QUESTIONS OR PROBLEMS KITH THE LOCATION, EXTENT, OR PLACL THE TRAP WHERE DIVERSIONS, SILT FENCES, ETC. CAN DIRECT METHODS OF INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR RUNOFF TG1 THE TRAP LOCATION.
- - - RESPONSIBLE PERSONNEL ON THL SITE FOR ASSISTANCE. EROSION CONTROL PERSONNEL HAVE COPIES OP INSTRUCTIONS AND MAY BE ABLE 3. CLEAR THE LOCATION OP THE TRAP. REMOVE TREES, STUMPS, ROOTS,
- min I~ I_ ~ I - _ - I_ _ TO OFFER ASSISTANCE. . ETC. THAT MOULD INTERFERE KITH INSTALLING AND MAINTAINING THE
- illy=li1'' _ - f ~ - - = I I I ~ _ ~ _ 1 I-, - I/ THE DISTURBANCE IS NOT Mt0lNRL2 6TABILIIND !NE ?IRST TIME 60 TRAP. TBAT 6R06ION I6 RESTRAINED, !nE BENDING HILL NAVE TO NE 4. EXCAVATE A 6 X 6-INCH TRENCH AROUND THE PERIMETER OF THE TRAP.
I - I II = ~ _ ~ - ~ Leve _ P - - REPEATED UNTIL IT IS 611CCEBSPUL. USING A 'DITCR HITCH' MAY BE HELPFUL,
~ ~ _ _ _ I I of spreader _ - - ~ - - I ~ ~ - - 2. USE THE APPLICATION RATES FOR LIME, FERTILIZER, SEED, MULCH, 5. ALONG THE LONER OR OUTSIDE EDGE OP THE TRENCH, PLACE STEEL
I I 'I I ~ ETC. SPECIFIED IN THE PLAN, OR USE THE RATES BELON FOR THE FENCE POSTS A MAXIMUM OP 4 PEST APART AND DRIVE THEM IB INCHES APPROPRIATE SEASON. IF SEEDING IS TO BE DONE IN A SEASON NOT
Buried - LISTED BELOW, USE VEGETATION COMPATIBLE WITH TRAY SEASON OR ANOTHER METHOD OF PERMANENT STABILIZATION. INTO THE GROUND, DO NOT USE TREES INS?SAD OF ?OBIS ?0 S:,'PPOR^.
_ 6"min - - THE FENCE. 3. TALL Pv.SCUE:
6. ATTACH WIRE FENCE ('HOG WIRE' OF MINIMIN 1{ GAUGE WITH MAXIMUM SEEDING QBTL$: FEBRUARY 15 - NAY, OR AUGUST 15 - OCTOBER 15 MESH OF 6 INCHES) TO THE UPHILL SIDE OR INSIDE OF THE POSTS AND
i.40b Detail of level spreader aoss section. PLACE THE BOTTOM 12 INCHES OF THE FENCE INTO THE TRENCH. USE
y~g; 135 POUNDS PER 1000 SQIIAAE FEET (3 TONS PEA ACRE) LENGTHS OF WIRE TO FAS?EN ?HE FENCE TO THE POSTS. pQ ~ Q_SF, 'CHICAEN WIRE-. THE COIU?LETLD FENCE MUST BE AT LEAST l FEET
50' EASEMENT FERTILIZER: 10-10-10; 23 POUNDS PER 1000 SQUARE FEET (1000 HIGH, POUNDS PER ACRE). A SPLIT APPLICATION OF•500 POUNDS
PER ACRE INITIALLY AND ANOTHER 500 POUNDS IH THE 7. ATTACH SYNTHETIC FILTER FABRIC TO THE INSIOC OR UPHILL SIDE OF SPRING OR FALL IS PREFERABLE. ADD S00 POUNDS PER THE WIRE FENCE KITH NIAE STAPLES. LEAVE A GAP IN THE FILTER
ACRE SUPER PHOSPRATE NRERE THE SUBSOIL IS EXPOSED. FABRIC IN THE CORNER WHERE THE OUTLET WILL BE LOCATED, PLACE2 THE STAPLES NO MORE THAN 12 INCHES APART, PLACE THE BOTTOM
6' 16' 6' 4' ,~p,QQ: 1.5 POUNDS PLR 1000 SQUARE PEST (60 POUNDS PER ACRE) INCHES OP THE FABRIC INTO TAE TRENCH WITH THE BOTTOM OF THE HIRE FENCE.
_ Shoulder PAVEMENT Shoulder Ditch AO POUNDS OP SMALL GRAIN STRAN PER 1000 SQUARE FEET
(APPROXIMATELY 2 BALES) OR 1.5 -2 TONS PER ACRE; USE DO NOT USE BURLAP AS A FILTER FABRICI IT I6 NOT ACCEPTADLE. IT ENOUGH STAAN TO COVER 751 OF THE GROUND. I6 A PDOR ?ILTER, IS NOT STRONG ENOVOn, AND DETERIORATES RAPIDLY.
~pQ88$Y 0.5 POUNDS OF GERMAN OR BROIfN'POP MILLET PER
" er foot 1 a" er foot " er foot e 1000 SQUARE FEET (20 POUNDS PER ACRE) USE ROLLS OP PAHRIC AND CUT TO THE NECESSARY LENGTH IN ORDER TO MINIMIZE THE NUI~ER OF JOINTS.
e S~oQ Sao S.1 3, ~Q@EQ p$Zp,44ATI0N: REMOVE ROCKS, S:'JMPS, ROOTS, ETC. SINCE THEY WILL IN:ERFERE KITH SEEDING AND MAINTENANCE. THE SMOOTH, 8. BACRFILL THE TRENCH AND TAMP THE FILL TO FIRMLY ANCHOR THE
5..1 2 'COMPACTED SURFACE OF CUT AND FILL SLOPES IS NOT A GOOD SEEDBED; BOTTOM OP T1{L FILTER FABRIC AND WIRE FENCE AND PREVENT WATER
2• APPLY LIME AND FERTILIZER, THEN AIP THE SOIL 4 TO 6 INCHES TO FROM FLOWING UNDER THE FENCE; HARE IT GO THROUGH THE FILTER MIX THE NUTRIENTS INTO THE SOIL AND TO LOOSEN AND ROUGHEN IT TO FABRIC OR TRAP OUTLET.
rn 2" I-2 ~i ~ RECEIVE THE SEED. 9. INSTALL THE FILTER OUTLET IN THE GAP LEFT IN THE FILTER FABRIC.
a PRIVATE ROAD 8 ABC SEEDING: APPLY SEED AT THE RECOMQNDED RATE, AND GO OVER THE FOLLOW THE INSTRUCTIONS FOR THE SILT FENCE OUTLET INCLUDED IN SURFACE MITH A CULTIPACRER WHERE POSSIBLE TO BRING THE SEED THE PLAN.
INTO CONTACT MITH THE SOIL. 10. INSTALL THE INTERNAL BAFFLES IN THE TRAP USING A SILT FENCE,
W m AND INSTALL IT IN THE SAME MANNER AS THE OTHER SILT FENCE. 5. 1Q( CHING: THE AREA SEEDED MUST BE MULCHED TO PROTECT THE RARE FOLLOW THE PATTERN AND DIMENSIONS SHOWN IN THE PLAN,
SOIL UNTIL THE VEGETATION IS ESTABLISHED AND TO RETAIN MOISTURE TO PROMOTE SEED GERMINATION AND PLANT GROWTH. APPLY ENOUGH 11. IP IT IS NOT ALREADY IN PLACE, INSTALL THE SILT FENCE,
a w MULCH TO COVER 151 OF THE SURFACE. TO KEEP IT IN PLACE AND DIVERSIONS, ETC, NECESSARY TO CAPTURE AND DIRECT RUNOFF TO THE PREVENT WIND OR WATER FROM DISLODGING IT, THE MULCH SHOULD BE '~AP•
~W HELD IN PLACE BY TACKING IT WITH ASPHALT, CUTTING IT WITH A
~f STRAIGHT-SET DISK, OR COVERING IT WITH NETTING. MAINlENANC6
~ ~ MAINTENANCE MATNRIALSr EQOIP!¢NT, AND PERSONNEL MUST B6 AVRILABLE POR
J W Z~Z WWWWI V MAINTENANCE A! ALL TIMES. ANY PLACES WHERE THE VEGETATION FAILS TO ESTABLISH ITSELF OR IS
F~ DAMAGED BY RUNOFF OR CONSTRUCTION ACTIVITY MUST BE RESEEDED, WHERE THE VEGETATION FAILS TO RESTRAIN EROSION, OTHER EROSION 1, INSPECT THE SILT FENCE:
~v z r r, CONTROL MEASURES MUST BE INSTALLED.
W w + Qt;$j~(, CONSTRUCTION: TO SEE IF MACHINERY OR FALLING TREES HAVE DAMAGED THE TRAP; IF DAMAGED, REPAIR IT. TO SEE IF PILL
~~o MATERIAL HAS ACCUMULATED IN DIVERSIONS OR AGAINST THE FENCE; IF IT HAS, REMOVE THE MATERIAL AND MARE REPAIRS.
F o a
>~W ~ ~ • 8F'TER BAGH ggul,~,y: TO SEE IF RUNOFF IS FLOWING UNDER THE FENCE; IF IT IS, BURY THE BOTTOM OF THE FENCE CORRECTLY. TO SEE
n ~ O IF IMPOUNDED WATER IS CAUSING THEGTHENEIT TOGSEEFIFTTHE OUTLET INSTALL ADDITIONAL POSTS TO SIREN
NN ~22 F0: ~WO IS FUNCTIONING PROPERLY; IF NOT, MARE ADJUSTMENTS OR REPAIRS.
O# I~ a 2. REMOVE ACCUMULATED SEDIMENT NHEN IT REACHES A DEPTH of ONE-HALF
a~ t ~o~ ~ ~ ~~t ~ U THE HEIGHT OF THE OUTLET FILTER. PLACE THE SEDIMENT IN A DISPOSAL AREA, OR, IF APPROPRIATE, MIX IT WITH DRY SOIL ON THE
2 WW rWrt ZW)WZZ' ALL DETAILS ILLUSTRATED SITE.
U'~ III~ F F F3 rw~ ^I~t t 3U~ = O F Wm N ORANGE COUNTY DO NOT DISPOSE OP SEDIMENT IN A MANNER TEAT HILL CREATE AN EROSION EAEARD.
~'~O Z~~Z~r~ h ~?W W~ ~~FT ~KV W< „OH S EROSION CONTROL MANUAL R FABRIC, 3. REPAIR ANY BREAKS OR ROTTEN PLACES IN THE FILTE
a am~~~W ~=Nay ~ W~><i3~ Ky~W1-.at
O - m < to OU(]AtN ~ ~ - 4. MAINTAIN THE OUTLET FILTER ACCORDING TO THE INSTRUCTIONS INCLUDED IN THE PLAN.
~j~ZZ1z~g2 ~ ~~ri WYO~ - _ m0 5, WHEN MAXING REPAIRS, ALWAYS RESTORE THE TRAP AND ITS COMPONENTS
TO ITS ORIGINAL DESIGN CONFIGURATION.
io•
BRUNSSEN ENGINE S :NGINEERING SERVICES, P. A.
ENGINEERING
I 6 PLANNING CONSULTING DETAILS E -2
, H.
36 CHURCHWELL CT, DURHAM DURHAM, N.C. 27713 [phone]

N~~ /U PG 9S / ~I!' / ~P' PIN 985- --_,R0.
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X O
-o ~ x I CT 1 \ DESCRIPTION
~G ~ LEVEL 450,877 ~ ft ~ N ~,E~-_o vaapE ~N~FE~.
X i \ r I, SPREAD 10.35 acre \ o 05 .=i~ F~ r ,
~ o ~ n 4 P ACES \ ~ PB r~ FC; 18~ pa
G1 \ ~ ~ x \ J PIV _'SS~,-02-915"L
O~ A NEW ^ y 1
~ ~ ~ 50 ~ ~z C ~ NEw ~ HOME ~1. ~
o~ -WI~YM ~ ~1 HOME ~ SITE ~ ,t4~ `~9 ~ \ \ \ p- ~
N ROW ~ ~ SATE \ 65 WIDE 9
o~ ~ ~ ~ ~ 650 ~
~ ORANGE ~ I ~ ~ D ~ uFF R ~ ~ I i 687 SF 1~
B E TRACT 6 ~ ~ G°~ I WETLAND ~F,~.
~ Z X „ 39,859 s . O q r AREA
O I, 1-STORY 6 RC ~ ~
~ ~ ~ o. o FRAME ~ 10.10 a c r e ~ ~ ~ ~ ~ ~x
O ~ i ~ 0 WIDE DWELLING POND ~ ~ 0 8 N,o / ~ ~ `aX~ ~ ~ ~9 60.00' ~12~~211 - - - S89°24'22~~E -
ORANGE 65 WIDE ~ ~
ORANGE 6 ~ ~ BUFFER ~ ~1 )0' 6~0.3`~` 1 0 436.34'(TIE)
3 ~ ~ ° 0 ? SHED o ~ 5 ~ 3 , \ / 1
FFER S AREA IN R W OF BU z S / / ~ ~ O
3~ G ~ / - EDAR GROVE RD. c ~ S g 2
E LAND C _ 2 ~ Pcc ~r m ~ / P~~ ~ 2~+00. I ~ 50~ NEUSE
~ s ft. NEw ~ 6 , _ ~ M ~ HO E / ~ m RIVER
~ ~ Z SITE 1 i 6~ BUFFER
TRACT 7 ' ~ ~ e
N I ~ l ~ ~ POND 44_~,~08 s ft. c
o q ~ NEW ~~5` MAXIMUM IMPERVIOUS SURFACE
0 ~ ~ r c ~ aC~ 2~ I ~ , ?BARN~ HOME c~ , y; ~ `77 ~s 6% - 91.02 ACRES x 0.06 = 5.46 AC
~ N ~ COMMON SITE 'C~- O I 12 `z~y~ ; ' ~ it ~4JTRACT 2 rt s 5.46 AC = 237890 SF
OPEN SPACE ~ ~ ~
- TORY ~ \ TRACT 5 ,J 1 S Q
FRAME ~ ~ _ , '0C` ry / ~ - ~~res o I
43~,~._;L ft. q ~ DWELLING I A
~ ~ 10.u~ a~~~s ~ ~~x c4 4 - OOH T ~O
~ ,0 2g ~8 0 x XC 60.~~~ "fig / RICHARD E4~'_ ° C_E
T 3Q L '9
POND ~ i , ! Sx i NEW ..~~~-~~1-'~~~
I > HOME a/
~ 650 E ~J.00 ~ ~ i ~2 i SITE t~
• ~ SHED ~ ~ , ~h /
60.00
BAR BARN 60. S6~~~0' /cam
N~
1 L98 S61•~c,°^~Mo h / BRA CHLI SE P/L
i ~ ~ ~ 30.14 2 wl~~ ~ 60.00 100.00' \ os F ~~pFNS86 ~ 2' T
- - - 772.52 I, 8~ Q~•/ ~ TOP OF BANKS
- - - ° ~c ~
0 ~ ~ G ~ ~ ~ S89 28 31 W , J NEW ` j ~
i CO ~ P [,Q a~ 7 CONTROL ~ HOME ~ 30' WIDE
~ ~ CORNER ~ Q SITE rn ZONE 1
~ ~ 0 NEUSE BUFFER
O ~
650 ~ i ~ ~ ~ - ° - A , , I A M ~ C~ n
I - ~ NEW DB ' ~V ' ~ p RACT 3 ~ APPROX. LOCATION OF 100 20' WIDE
_ ° ~0 HOME PI~~ ~~~w-_ -0061 i p~ 640 SITE
640 ~ ~ Z Z 36,309 sq. ~t. YR. FLOOD PLAIN ZONE 2 NEUSE BUFFER
~ C~ p7 10.02 U, ccre
630 ° Cb FL00 ELEV
W 630 ~ -P rnwP_ v 586 65~ OR 80'
T o Q J nri WIDE ORANGE
^ ~ ft. X58 io~ ~~~~r7~,~~ COUNTY
-
.18 a ~ e s 620 ~ 'A ` • _ ~ , ~ BUFFER
CAK_.. =c. OARAY °
DB 2" ~ ~ ~0 514 ~ ap ORANGE BUFF X61 ~-6~ ~ "~."~'~;».a::.,;
- J P B ~ ~ 143 i
PIN ~~~~-80-7738 APPROX. LOCATION OF 100 00 F~pOD PEA i /
61 ~ YR. FLOOD PLAIN
~ ~
~ 620
_ - O BENp °
s10 JEF~~P=Y CURTIS CECIL ~ / / ~ / / _ Z~8 ( _
z ~ ~ DB PG X16 ~
z Z p 121 c.n A OX. LOCAT N P~ ~ G JOSEr'H L FGBP.tST / } ~o-~~ cyn~ ~2
J w~ ,o ~cp ~j Ft ~v / 9 OINE„r y5
P~~^~ 9845-80-8525 OF CAL s ~ ses /S14'54'29"E 35.77' '•;~?H. Bµµ~1a,`O'
Q ~ soo soo ~6 ~ TIE FROM MATHEMATICAL POINT
IN C/L OF CREEK AND BRANCH
z ~ INTERSECTION TO SPIKE SET IN
J\.E CHAR~ENE CE L ~ -P w
O ~ CO C~ "i 859 PG 440 J Q ~ O U~ p C/L OF ROAD BRIDGE AND
PE .,~3 PG 121 ~ ~ Z / ~ / McGOWAN CREEK STREAM LEGEND
Pl~ti 9845-80-8420 ~ 0
/ /
RO KHLO~ ~'LOWL BROAD REVISED 5-3t-06 BRU S RVICESGIPEARING
M4~KILYN JEAN HATZEi~BUH,~A 3 ~ ~ NTERLINE OF 6O~^Pl7tSLIC~ K~W cua ~ I ~ I
DE 1159 PG 7.. A rn Cn ~
PE 33 PO 121 _ c cGOWAN CREEK 5 K I L 4 DRAW 9r ILJ DA IF• It vZ L/0 L uvwlrrr.rt n%P l-LJ"Q 1L1 nu M-ANNINka
PI 9845-80-8236
IS IS P /L M CHURCHWELL COURT
0 TUESC-L" ---CSON ~o CHEMED 8 Y. FH8 DRA WNC NO.: 0602SI TE DURHAM, NC F ~ `c V TELEPHONE [phone]
0602 s y= 1 of 6 TELEFAX 919-544-1201
~,qB NO.:
1 ~ O D B 3 4 MICHAEL EFLAIHD
DB 2530 p 18~~