20060536 Ver 1_COMPLETE FILE_20060329

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C a r N u r I II C a r u I i n a 7 5 1 1
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E N Ci I N 1 1: IZ I N G `I? I y 1 1) 4 3 5 -1 I)
xv w. 1) tick rn-4ti necri n!_ cc,nl
April 7, 2006
Mr. Ian McMillan
NC Division of Water Quality 5
4OWE
01/Wetlands Unit D
1650 Mail Service Center
Raleigh, NC 27699-1650 APR ' 7 2006
DENR - WATER QUALITY
WETU4NDS M STCP.MATER BRANCH
Re: Duke University Wetland Restoration Project
Dear Mr. McMillan:
This is a follow up to our conversation on April 7, 2006 concerning the application fee for the Duke University project,
DWQ project # 06-0536. Duke University does not need written notification of the DWQ 401 certification, therefore no
application fee is required for the permit. We will assume the approval date of the 401 permit will be 30 days from the
date of this letter.
This project IS NOT FOR MITIGATION. It is funded by a NC Division of Water Resources Grant. The current stream
is highly incised and degraded. The water quality in the UT to Sandy Creek currently is very poor, and the premise of this
project is to provide some treatment of the water before it flows to Sandy Creek. This project will restore the stream and
provides six riparian wetland treatment cells. Duke University Faculty will be conducting numerous vegetation and water
quality analysis once the stream and wetlands are built.
If I can be of any further assistance, please do not hesitate to contact me at [phone].
Sincerely,
Staci Ricks
Enclosures
/1 r . /' ,r rr ? r h ! •• /, n ;{ i n .• .' r? r rr ;., .r rr ,( ti ?r ,• rr .I ?, r .r /i ?• r r ?• r 1. rr r i rn n rrr .• n r
(.' e r} \( 1. L n r 1 n I I c i I 1, \ I'
?IJCK,
Project It 06-0536
Subject: Project # 06-0536
From: "Staci Ricks" <[e-mail]>
Date: Fri, 7 Apr 2006 14:29:47 -0400
To: <[e-mail]>
CC: "Staci Ricks" <[e-mail]>
Jan,
[2 rr'?' [2 OW'= 5
APR - 7 2006
DENR - WATER QUALITY
wETLANDS AND STORMWATER BRANCH
Per our conversation today, I am requesting that DuLe (Jniversity does not need written
notification of the 401 certification for DWQ,project # 06-0536.
We will assume that the permit will be issued 50 days from the date of this email.
A written notice will be mail today also.
Please let me know if you have any additional comments or questions.
TkanlCS,
5taci

Staci N. Ricks, El, WPIT
Buck Engineering PC
8000 Regency Parkway, Suite 200
Cary, North Carolina 27511
Phone: [phone]
Fax: [phone]
wivw.buckengineering.com

1 of 1 4/7/2006 2:29 PM
0F W ATF9 Michael F. Easley, Governor
?
Q
O G
? William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-1
O Alan W. Klimek; P.E. Director
Division of Water Quality
April 5, 2006
DWQ # 06-0536
Durham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Buck Engineering
Attn: Staci Ricks
8000 Regency Parkway Ste 200
Cary, North Carolina 27511
Subject Property: Duke University Stream & Wetland Restoration
Buck Engineering Job # 274
REQUEST FOR MORE INFORMATION
Dear Mr./Ms Ricks:
On March 29, 2006 the Division of Water Quality (DWQ) received your application for 401 Water
Quality Certification on behalf of Nicholas School of Environment and Earth Science/Duke University to
impact 300 linear feet of streams for stream restoration. Please provide the following information so that
we may continue to review your project.
Additional Information Requested:
1. Application Permitting Fee
In reviewing your application it indicates impact to a stream thereby necessitating an application
fee. The fee for applications is $200 for projects impacting less than an acre of wetland and less
than 150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or
more feet of streams, the fee is $475.
Please be aware that any impacts requested within your application are not authorized (at this time) by the
DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786 if you have any questions
regarding or would like to set up a meeting to discuss this matter.
Sincerely, 9340J,'-?
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ jd
CC: File Copy
Central Files
Dr. Curtis Richardson, Duke University, Levine Science Building, Durham, NC 27708
Filename: 060536DukeUnivStream_WLRestoration(Durham)_Fee
91 Oversight/Express Review Permitting Unit
50 Mail Service Center, Raleigh, North Carolina 27699-1650
? 1 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
ne: 919-733-1786 / FAX [phone] / Internet: http://h2 o.enr.state.no,us/ncwetIands
None Carolina
Xtarally
'qua] Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Suite 200
C6000 Regency ary, North Ca oli aw27511
Phone: [phone]
'?! c : 1 ` i Fax: [phone]
-*4i ? www.buckengineering.com
TO:
ATTENTION:
DATE:
NC Division of Water Quality RE:
Parkview Building
2321 Crabtree Blvd
Raleigh, NC 27604
Ms. Laurie Dennison
March 28, 2006
We are sending via:
0 Fax 0 Regular Mail F_? Pick-up XO Hand Delivered
The following items:
0 Correspondence Q Plans ? Specifications QX Other as listed below:
COPIES DATE NO. DESCRIPTION
5 Desi n Plans
5 PCN form
THESE ARE TRANSMITTED as checked below:
BX For Approval As Requested B Approved As Submitted EForward Returned For Corrections
For Your Use X For Permitting Approved As Noted To Subcontractor
REMARKS:
Please find enclosed an application for DWG's 401 Permit along with supporting
documentation for the Duke University Stream and Wetland Restoration Site in Durham
Countv. If you have anv auestions. please hive me call at [phone].
COPY TO: File SIGNED: Staci Ricks
QA2 J ZUU6
;ITc
„y
LETTER OF TRANSMITTAL
2OO(j0536
Permit Application for 401 permit for
Duke University Stream and Wetland
Restoration Proiect
JOB NO. 274
Mar 28 2006 3:45PM Duke University Wetiand C 919 613 8101 p.2
Office Use Only: Form Version Niamh 05
2 U v C J 6
USACE Action ID No. DWQ No.
(If any particular item is not applicablo to thin projcct, please enter "Not Applicable" a' Wjj:? f7z7 piy 7 a nn
1. Processing ?1
i?1A,t 2 ?OC6
1. Check all of the approval(s) requested for this project: ..n7
,3 o?L11?
® Section 404 Permit ®. Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
3. Nationwide, Regional or General Permit Number(s) Requested: WQC 495 and NWP 27
4. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
5. 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: ?
6. if your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina ]Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II, Applicant information
owner/Applicant Information
Name:_ Dr. Curtis Richardson
Mailing Addmss:Duke Univmity -Nicholas School of Environment and 1?arth Science
Levine Science Building
Durham. NC 277Q?
Telephone Number: 919-613-8006 Fax Number: 919-613-8101
E-mail Address: eurtraduke edu
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: Dr. Curtis Richardson
Company Affiliation: Duke Universi - Niphglas School of EmAroriment gad Earth i nce
Mailing Address: Levine Science Building
Telephone Number: 919-613-8006 Fax Number: 919--61.3-8101
E-mail Address:
Page 6 of 14
Mar 28 2006 3:45PM Duke University Wetland C 919 613 8101 P.3
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. Hoth 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: Duke Univcr§ity Stream and Wetland Restoration
2, T.I.P. Project Number or State Project Number (NCDOT Only): A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number): Duke University_
Directions to site (include road numbers/names, landmarks, etc,): From Raleivb. Ig?u 1-4Q
1Ye5t to H'am' 147 north toward Durham. Turn onto HWY 1,51Q1 towards Chapel Hill.
Turn onto HWY 751 into Duke University, The project is just past the intramural fields on
t,? n ht across from the football field,
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): 35i%m °N 76/550 °W
6. Property size (acres):
7. Name of nearest receiving body of water: Sandy Creek
8. River Basin: Neuse
(Note -- this must be one of 'North Carolina's seventeen designated major river basins. The
River Basin map is availabla at httn://h2o.enr.-,tAte.ne.us/admin/mars/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The stream is deeply incised and eroding throligbgl}lam
projcct area 31g yagAm is presently widening rapidly and mass wasting of bank material5_
being transported downstrearn at a high rate,
Page 7 of 14
Mar 28 2006 3:46PM Duke University Wetland C 919 613 8101 p.4
10. Describe the overall project in detail, including the type of equipment to be used: Restoration
of ayrroximately 240 &et of streaW and approximatoiy 0.3 acres of wetland along a tributary
to Sand Creek Work t be conducted with pans, do n other e9ijiDnimt
typically used for stream restoration ro'e
11. Explain the purpose of the proposed work: Work will be done using a NC plvision of Water
R used to restore approximately of stream an
an-proximately 0.3 acres o?vexlan? along a tributary to Sand Creek. _
IV. Prior Project history
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Pago 8 of 14
Mar 28 2006 3:46PM Duke University Wetland C 919 613 8101 P.5
1. Provide a written description of the proposed impacts: P os cts ces,
to r stream t:pm the back
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, floodin& ditching/drainage, etc. For dams,
M -1- 11ah lmnnrta rbu-_ to hntlh C4nlctllre an$ f rlooding.
.7V [al YY
Wetland Impact

Site Number
(indicato on map) V? aavY assn .?v

Type of Impact ..?------ -__- ___ -
Typo of Worland

(c,g,, foraited, marsh,
herbaceous, bog, etc.) -
Located within
100-year
Floodptain
es/no
Distance to
Nearest
Stream
linear foct
Area of
Impact
(acres)
NIA

Total Wetland Impact (acres)
3.. List the total acreage (estimated) of all existing wetlands on the property: 0
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
rn„ct l,P inrlnrlrrl Tn calculate nereaee. multinly length X width. then divide by 43,560.
Stream Impact v
Number
indicate on map) _ Y--- - - ---
Stream Name -- - - - - - --- -
Typo of Impact Per=us al or
Intermittent? Averago
Stream Width
Before Impact Impact
Lcngth
inear feet Area of
Impact
acres
1 LIT to Sandy Crook Restoration Perennial S 300

Total Stream Impact (by length and acreage) 300 0.05
Page 9 of 14
Mar 28 2006 3:46PM Duke University Wetland C 919 613 8101 P.6
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavatinn_ dredcring_ flooding. drainage. bulkheads. etc.
Open Water Impact

Site Number
indicate on mn Name of Wate
rt?ody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean etc. Area of

Impact
acres
NIA

Total Open Water Impact (acres) 0
6. List the cumulative irn act to all Waters of the U.S. resulting from the project
Stream Impact acres : 0.05
Wetland Impact acres : 0.0
Open Water Impact acres : 0.0
Total Impact to Waters of the U.S. (acres) 0.05
Total Stream Impact inear feet : 300
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ®No
Describe all impacts to isolated waters, and include the typo of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact ,sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): [] uplands ? strcwn ? wetlands
Describe the method of construction dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N!A
V11. 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.
Page 10 of 14
Mar 28 2006 3:46PM Duke University Wetland C 919 613 8101 p.7
Proposed impacts are required to restore stream and wetland functions, Proi ect will
restoring; avvrp4mglely 240 limar fget (j:D of stream and 03 acres of riparian wetlands along
an unmanned tributary to Sandy Creek.
V111. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation vvill be required when
accessary 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
hU2,/1 20 e r.state.nc.us/acwetlandsl5i=gide.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, typo 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.
This prQiect fi not for mitigation:
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
Page 11 of 14
Mar 28 2006 3:46PM Duke University Wetland C 919 613 8101 P.8
website a? htto:h2o Qnr,state.nc.us/wm index,htltl. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NIA
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): /
Amount ofNon-ripari an wetland mitigation requested (acres): N/
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes Z No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification fur these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes Z No ?
Page 12 of 14
Mar 28 2006 3:47PM Duke University Wetland C 919 613 8101 P.9
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 multi liers.
a
lone Impact
(square feat
MultiPlio7 Required
Mitigation
1 9,000 3 (2 for Catawba)
2 6,000 1.5
Total 15,000
• Zone 1 extends out 30 feet perpendicular from the top of the near bank of cbanncl; Zone 2 extends an
additional 20 fit from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment. into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260. Stream resti2ration is exempt from 1he Buffer
Rules. Imnactcd are will be r lante as pall 2f the . ed restoratioll work,
4.
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 surfac© waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. tj?A
XIL Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastowater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I SA NCAC 2H .0500) or any Huffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No 2
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past acid reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Pago 13 of 14
Mar 28 2006 3:47PM Duke University Wetland C 919 613 8101 P.9
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.
Zonc* Impact
(square feet Multiplio7 Required
Mitigation
1 9,000 3 (2 for Catawba)
2 6,004 1.5
Total 151000
" Zone 1 extends out 30 fed perpondicular from the top of the near bank of channel; Zone 2 extends an
additional 20 foot from tho cdgo of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment. into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260. Stream
JMVaetCd
arca9 will be r lante as nail pf the ed restoratio work,
4.
XI. Stormivpter (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. NlA
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I SA NCAC 2H .0500) or any Huffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 13 of 14
Mar 28 2006 4:22PM Duke University Wetland C 919 613 8101 p.2
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
btW.-//h2o.rjr,?tate,lic.us/newetlands. If no, please provide a short narrative description:
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 fbr lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Applica-EWAgent's 6(?nature bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Pago 14 of 14

- 9 IROIIT RlYCRi M6 ' "
NICHOLAS SCHOOL OF THE ENVIRONMENT
r I" ~PROJECT rITE ` l.. .: N

C
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02748 1

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T l f Y /- , AND EARTH SCIENCE AT DUKE UNIVERSITY

DURHAM CO
V NTY

LOCATION: HiVY 7510N DUKE UNIVERSITY CAMPUS

VI C I N I -Y MAP TYPE OF WORK STREAM AND WETLAND RESTORATION

REGN
TATKTATIOCON+6600.00
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1tA,•v fl r / ? ,?
INDEX OF SHEETS
1------------- TITLE SHEET
1-A • • • • • • • • • • STREAM CONVENTIONAL SYMBOLS 1 , 4
GENERAL NOTES, STANDARD err r
SPECIFICATIONS, AND ) r, J
VEGETATION SELECTION
1-13 •••••••••. CONVENTIONAL SYMBOLS Jf
2 TO 2-A - - • - - TYPICAL POOL AND r
RIFFLE CROSS SECTIONS,
STRUCTURE DETAILS ENO CONSTRucnoN ,? ( r
3------------- CONSTRUCTION SQUENCE STATION 12.76.29
AND QUANTITIES
4------------- PLAN ANDPROFILE VIEW OFPROPOSED AND EXISTING STREAM DESIGN r,
5------------- WETLAND DESIGN o? 'tip `' I
,,--?2-
?? JJ
'D
i
J I '!
r
dr

T

4

0 GRAPHIC SCALES

10 0 20 40 PREPARED FOR: PREPARED IN THE OFFICE OF.
aWOv.EOo
L., G.1 m .2,11511

BLICK- A Ph NF" - 919J83-5490
e id OiMee lt lNO F.cNO F.c9J835190 PROJECT ENGINEER

1 PLANS Nicholas School of the Environment
0
20
10 0 20 40 and Earth Sciences at Duke University ELSIE PARRILLA-CASTELLAR, PE
PROJECT ENGINEER PRELIMINARY PLANS
DO NOT USE TOR CONMVCnON
I
006
PROFILE (HORIZONTAL) NG
EErrrxc TT
mrE:
STACI RICKS, El
.5 0 1 2

CONTACT: Dr. Curtis Richardson
PROJECT DESIGN ENGINTER
VERTICAL
PROFILE DIRECTOR UP DUKE R-ETtuD CENTER P.E.
(
) SIGNATURE.

0

p

0

£?l1737
STREAM CONVENTIONAL

SUPERCEDES SHEET 113

LOG VANE p p p
O
LOG WEIR

ROOT WAD

®

LOG CROSS VANE

J-HOOK

ROCKVANE
TEMPORARY SILT CHECK
SYMBOLS

OULDER CLUSTER

SILT FENCE

SAFETY FENCE

ONSERVATION EASEMENT

TRANSPLANTED VEGETATION

ROCK STEP POOL PROJECT REFERENCE NO. SHEET N0.
STANDARD SPECIFICATIONS , ''A
PROJECT ENGINEER

N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
DECEMBER 1993 PRELIMINARY PLANS
DO N7f USE FOR CONTMUMON

6.06 CONSTRUCTION ACCESS

6.62 ROCK DAM

eoooa.R«?P.rt.,rsn.zoo
BUCK
ary, Nom amim(nsn
6.63 SILT FENCE ?Ne N??Rino PI F? slB3 m
FOOTBRIDGE TREE REMOVAL GENERAL NOTES
L_J TEMPORARY STREAM 1. ALL WORK SHALL BE IN THE DRY OR PUMP AROUND.
r -I CROSSING n
TREE PROTECTION
L_J PERMANENTSTREAM 2. TWO PARSHALL FLUME-60 WILL BE INSTALLED FOR THE PURPOSE OF
r1 CROSSING O PLAY GROUND EQUIPMENT MEASURING DISCHARGE.
ROCK CROSS VANE
3. THE PROJECT IS FUNDED BY AN NC DIVISION OF WATER RESOURCES
WING DEFLECTOR A CONSTRUCTED RIFFLE GRANT. THE CURRENT STREAM IS HIGHLY INCISED AND DEGRADED.
THE WATER QUALITY IN THE UT TO SANDY CREEK CURRENTLY IS VERY
POOR, AND THE PREMISE OF THIS PROJECT IS TO PROVIDE SOME TREATMENT
DOUBLEIMNG DEFLECTOR TRANSPLANTS OF THE WATER BEFORE IT FLOWS TO SANDY CREEK. THIS PROJECT WILL
RESTORE THE STREAM AND PROVIDE SIX RIPARIAN WETLAND TREATMENT
CELLS. DUKE UNIVERSITY FACULTY WILL BE CONDUCTING NUMEROUS
® FILL EXISTING CHANNEL VEGETATION AND WATER QUALITY ANALYSIS ONCE THE STREAM AND
DOUBLE DROP CROSS VANE WETLANDS ARE BUILT.
® CONTROL POINT
NOTE: NOT ALL SYMBOLS MAY BE USED.

n
6
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O
1
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I?
*S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement
Curb -------------
Prop. Slope Stakes Cut ........................ _ _ _
Prop. Slope Stakes Fill ........................
Prop.Woven Wire Fence ...................... -9-$-
Prop. Chain Link Fence ..................... _ B-B-
Prop. Barbed Wire Fence--------------------- ? 0
Prop. Wheelchair Ramp ,,,,,,,,,,,,,,,,,,,,,, (ED
Curb Cut for Future Wheelchair Ramp ------- cr
Exist. Guardrail ............................... _
Prop. Guardrail ................................
Equality Symbol ..............................
Pavement Removal .............................
RIGHT OF WAY
Baseline Control Point ........................
Existing Right of Way Marker .................. Q.
Exist, Right of Way Line wiMarker ............. - ?- _
Prop. Right of Way Line with Proposed
R/W Marker (Iron Pin & Cap) .............. ----- 6?_
Prop. Right of Way Line with Proposed
(Concrete or Granite) RtW Marker ........... ?-
Exist. Control of Access Line ................... n?~
Prop. Control of Access Line ...................
Exist. Easement Line ...........................
Prop. Temp. Construction Easement Line ...... -E-
Prop. Temp. Drainage Easement Line ......... -rDE-
Prop. Perm. Drainage Easement Line ......... -PM-
HYDROLOGY
Stream or Body of Water ...... .......
_
River Basin Buffer .............................. -Ree-
Flow Arrow ......................_............
Disappearing Stream .......................... _
Spring ......................................... 0--/
Swamp Marsh ................................. .'
Shoreline ....................................... -------
Falls, Rapids .................................... - -? - -
Prop Lateral, Tail, Head Ditches
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert ---------------
Bridge Wing Wall, Head Wall
and End Wall ............................. )CONC ww(
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall ..........................
Pipe Culvert ....................................
Footbridge ...................................... > - ------<
Drainage Boxes ................................ cn
Paved Ditch Gutter .......................... - - - _
UTILITIES
Exist. Pole .....................................
Exist. Power Pole ...............................
Prop. Power Pole ............................... b
Exist. Telephone Pole .......................... .¦.
Prop. Telephone Pole .......................... .o-
Exist. Joint Use Pole ............................ 46-
Prop. Joint Use Pole ............................ -6
Telephone Pedestal ............................ ID
USG Telephone Cable Hand Hold........... 0
Cable TV Pedestal ............................ f]
U,G TV Cable Hand Hold .................... 0
U/G Power Cable Hand Hold ................. 12
Hydrant ............................ .......... .0
Satellite Dish ................................... 21
Exist. Water Valve . . ........... . . . ......... . . . . .
Sewer Clean Out ..................... ......... (+
Power Manhole ................................
Telephone Booth ............................... m
Cellular Telephone Tower.. ...................
Water Manhole ................................
Light Pole ...................................... 13
H-Frame Pole .................................. o--o
Power Line Tower .............................. E
Pole with Base ................................ 0
Gas Valve .............. ...................... a
Gas Meter ..................................... O
Telephone Manhole ............................ (D
Power Transformer ............................. 0
Sanitary Sewer Manhole .......................
Storm Sewer Manhole ........................ Os
Tank; Water, Gas, Oil .........................
Water Tank With Legs ......................... O
Traffic Signal Junction Box .....................
Fiber Optic Splice Box .........................
Television or Radio Tower ....................
Utility Power Line Connects to Traffic
Signal Lines Cut Into the Pavement........... -TS S-
Recorded Water Line
Designated Water Line (S.U.E.*) .............. - ¦- ¦- .
Sanitary Sewer ................................ -ss ss
Recorded Sanitary Sewer Force Main ...... -rss-rss-
Designated Sanitary Sewer Force Main(S.U.E.*) -rss-rss-
Recorded Gas Line c-c-
Designated Gas Line (S.U.E.*) ................ -1_
Storm Sewer .................................. -s-s-
Recorded Power Line ......................... -,-,-
Designated Power Line (S.U.E.*) ............. _ _,_ --r_ _
Recorded Telephone Cable .................. -T-T-
Designated Telephone Cable (S.U.E.*)
....... - -T- _T_ -
Recorded UIG Telephone Conduit -.----- -TC-TC-
Designated LLG Telephone Conduit(S.U.E.*) --TC--TC--
Unknown Utility (S.U.E.*) .................. -mn--n,n-
Recorded Television Cable .................. -TV-Ty-
Designated Television Cable (S.U.E.*) ....... __Tr--h--
Recorded Fiber Optics Cable ............... -ro-ro-
Designated Fiber Optics Cable (S.U.E.*) .....
Exist. Water Meter ........................... Q
WG Test Hole (S.U.E.*) ...... ..........
Abandoned According to LYG Record ........ aru
End of Information ............................ L"
BOUNDARIES & PROPERTIES
State Line .................................... ------
County Line ....................................
Township Line ............... ..................
-------
City Line ........................................ -----
Reservation Line ............ ...................._ ---_--
Property Line ...................................
Property Line Symbol .......................... R
Exist. Iron Pin .................................
Property Corner ................................
Property Monument ............................
Property Number ..............................
Parcel Number ................................. 123
6
Fence Line .................................... -x-x-x-

Existing Wetland Boundaries .................. ww & aew
- _wEB- _
High Quality Wetland Boundary .............. -TO nB-
Medium Quality Weiland Boundaries........ -ua n8-
Low Quality Wetland Boundaries ............. -1-01LB-
Proposed Wetland Boundaries ................ -rEe-
Existing Endangered Animal Boundaries ...... - _ EAB
Existing Endangered Plant Boundaries . _- - _EPB- -
BUILDINGS & OTHER CULTURE CE?zl
Buildings ......................................
Foundations .................................... rJ
L
Area Outline .................................
v
Gate ........................................... l•
Gas Pump Vent or LYG Tank Cap ............ e
Church ........................................
School .........................................
Park .......................................... -
Cemetery ....................................... -
Dom ...........................................
Sign ............................................ o

Well ............................................ o
W
Small Mine .................................... sc
Swimming Pool ................................
TOPOGRAPHY
Loose Surface ................................ -------
Hard Surface .................................
Change in Road Surface ..................... ..............
Curb ...........................................
Right of Way Symbol ......................... RAW
Guard Post .................................... Ocr
Paved Walk _--___-
Bridge ........................................ Box Culvert or Tunnel , - - - - - -
Ferry ......................................... -------
Culvert ....................................... ,.............,
Footbridge. -- . ............................... ..............
Trail, Footpath ................... ......
_
Light House ...................................
VEGETATION
Single Tree ............ :....................... Q
Single Shrub .................................. o
nor
Hedge .........................................
Woods Line ..................................... ,
Orchard ....................................... flQQ4?4
Vineyard ...................................... FT?raRU 1
RAILROADS - -
Standard Gauge
RR Signal Milepost ......................... o
Switch .......... ................ ..... .......
I

'S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement .............................
Curb ........................................... - ---
Prop. Slope Stakes Cut ........................
Prop. Slope Stakes Fill a
Prop. Woven Wire Fence ...................... - e e
Prop. Chain Link Fence ..................... E 3 E3
Prop. Barbed Wire Fence ..................... ?-
Prop. Wheelchair Ramp ----------------------
Curb Cut for Future Wheelchair Ramp • • --• • • D
Exist. Guardrail ............................... s _
Prop. Guardrail ................................ . . .
Equality Symbol ..............................
Pavement Removal
RIGHT OF WAY
Baseline Control Point ........................ ?
Existing Right of Way Marker ..................
Exist. Right of Way Line vaMarker ............. - ?- -
Prop. Right of Way Line with Proposed
R(W Marker (Iron Pin & Cap) ..............
Prop. Right of Way Line with Proposed
(Concrete or Granite) W Marker ........... -?
Exist. Control of Access Line ................... -;

Prop. Control of Access Line ...................
Exist. Easement line ...........................
Prop. Temp. Construction Easement Line ......
Prop. Temp. Drainage Easement Line ......... -ME-
Prop. Perm. Drainage Easement Line ......... -
PE-HYDROLOGY

Stream or Body of Water ....................
River Basin Buffer .............................. -ReB-
Flow Arrow ....................................
Disappearing Stream .......................... r _
Spring ......................................... 0'_/
Swamp Marsh ................................. V_
Shoreline ....................................... -------
Falls, Rapids .................................... - -i - -
Prop Lateral, Tail, Head Ditches ..............

STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert ........ .. .... . E _-
Bridge Wing Wall, Head Wall
and End Wall ............................. cOHCWW(
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall ..........................
Pipe Culvert .................................... -
Footbridge ..................................... }-------<
Drainage Boxes ................................ ?c6
Paved Ditch Gutter .......................... - - - _
UTILITIES
Exist. Pole ------------------------------------- ¦
Exist. Power Pole ............................... +
Prop. Power Pole ............................... b
Exist. Telephone Pole .......................... ...
Prop. Telephone Pole .......................... .o.
Exist. Joint Use Pole ............................
Prop. Joint Use Pole ............................ b
Telephone Pedestal ............................
U,G Telephone Cable Hand Hold -..........
Cable TV Pedestal ............................
WG TV Cable Hand Hold ....................
USG Power Cable Hand Hold .................
Hydrant ......................................... C
Satellite Dish ................................... b
Exist. Water Valve ..............................
Sewer Clean Out .............................. Q+
Power Manhole ................................
Telephone Booth ............................... m
Cellular Telephone Tower ...................... A
Water Manhole ................................
Light Pale ...................................... 0
H-Frame Pole .................................. o---e
Power Line Tower ..............................
Pole with Base ................................ p
Gas Valve ..................................... 0
Gas Meter ..................................... O
Telephone Manhole ............................ CD
Power Transformer ............................. 0
Sanitary Sewer Manhole .......................
Storm Sewer Manhole ........................ OS
Tank; Water, Gas, Oil .........................
Water Tank With Legs ......................... 0
Traffic Signal Junction Box .....................
Fiber Optic Splice Box .........................
Television or Radio Tower ....................
Utility Power Line Connects to Traffic
Signal Lines Cut Into the Pavement........... -,S S
Recorded Water Line
Designated Water Line (S.U.E.*) .............. - ¦- ¦- .
Sanitary Sewer ................................ -ss-ss-
Recorded Sanitary Sewer Force Main -,ss-rss-
Designated Sanitary Sewer Force Main (S.U.E.`) -,ss- ss-
Recorded Gas Line
Designated Gas Line (S.U.E.*) ................ _ r_
Storm Sewer .................................. -s-s-
Recorded Power Line ......................... P
Designated Power Line (S.U.E.*) ............. - _,_ -?- _
Recorded Telephone Cable .................. -r-r-
Designated Telephone Cable (S.U.E.*) ..----- __r- -r- -
Recorded USG Telephone Conduit ....... -,c-rc-
Designated UAG Telephone Conduit (S.U.E.*) - _sc__,c_ -
Unknown Utility (S.U.E.*) .................. -mn-•e,ri-
Recorded Television Cable .................. -rr-rr-
Designated Television Cable (S.U.E.*)
.......
Recorded Fiber Optics Cable ............... -ro-ro-
Designated Fiber Optics Cable (S.U.E.*) ..... __ro--ro-
Exist. Water Meter ........................... 0
UIG Test Hole (S.U.E.*) .......................
Abandoned According to USG Record........ lrNl
End of Information ............................ E."
BOUNDARIES & PROPERTIES
State Line .................................... ------
County Line ....................................
Township Line ................................. -------
City Line ........................................ -----
Reservation Line ................................ - ------
Property Line ...................................
Property Line Symbol .......................... R
Exist. Iron Pin ..................................
Property Corner ................................ - +
Property Monument ............................
Property Number ..............................
Parcel Number ................................. 123
5
Fence Line ................. . .............. _x-x-x-

Existing Wetland Boundaries .................. ww & 6BW
- -nB- -
High Quality Wetland Boundary .............. -ea mB-
Medium Quality Wetland Boundaries........ -uo n8-
Low Quality Wetland Boundaries ............. -ro RLB-
Proposed Wetland Boundaries ................ -?lB-
Existing Endangered Animal Boundaries ...... - - EAB - -
Existing Endangered Plant Boundaries ........ - -EPS
BUILDINGS & OTHER CULTURE c2m
Buildings ......................................
Foundations .................................... rJ

Area Outline ................................. -?

Gate ...........................................
Gas Pump Vent or USG Tank Cap ............ 0
Church ...................... Al
School .........................................
Park .......................................... ?_-
7
Cemetery ...................................... -T-
Dam ...........................................
Sign ............................................ o
s
Well ............................................ o
W
Small Mine .................................... x
Swimming Pool ......................
TOPOGRAPHY
Loose Surface ................................ -------
Hard Surface .................................
Change in Road Surface ..................... ..............
Curb ...........................................
Right of Way Symbol ------------------------- Rye
Guard Post .................................... pcP
Paved Walk -------
Bridge ........................................
Box Culvert or Tunnel . - - - - - - -?
Ferry ......................................... -------
Culvert ....................................... ,.............,
Footbridge ..................................... ..............
Trail, Footpath ................................ .
Light House ...................................
VEGETATION
Single Tree ........ .... :....................... 0
Single Shrub .................................. o
Hedge ......................................... ,m
Woods Line ..................................... .w.., N,
Orchard ....................................... . .
Vineyard ...................................... vraErum
RAILROADS
Standard Gauge
OF TWIS 0R,Iq
RR Signal Milepost ......................... o
Switch ........... .......................... ab
PROJECT REFERENCE N0. SHEET NO.
TRANSPLANTED VEGETATION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 2 4 2
PROJECT ENGINEER
TRANSPLANTED VEGETATION AND ROOTMASS
® ® ® ` \\\\ /// ® ® \\`
® v !I
:l
/--?-- / \ ---1
------ ------
PLAN VIEW
TRANSPLANTED VEGETATION AND ROOTMASS
I a l E-
TOP OF STREAMBANK
1
\
TOE OF BANK
TOP OF BANK
TOE OF BANK
NOTES:
1. EXCAVATE A HOLE IN THE BANK TO BE STABILIZED THAT WILL
ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLACED.
BEGIN EXCAVATION AT THE TOE OF THE BANK
2 EXCAVATE TRANSPLANT USING A FRONT END LOADER
EXCAVATE THE ENTIRE ROOT MASS AND AS MUCH ADDITIONAL
SOIL MATERIAL AS POSSIBLE. IF ENTIRE ROOT MASS CANNOT BE
EXCAVATED IN ONE BUCKET LOAD, THE TRANSPLANT IS T00 LARGE
AND ANOTHER SHOULD BE SELECTED.
3. PLACE TRANSPLANT IN THE BANK TO BE STABILIZED SO THAT
VEGETATION IS ORIENTATED VERTICALLY.
4. FILL IN ANY HOLES AROUND THE TRANSPIANTAND COMPACT.
5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
B. PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT
THEY TOUCH.
_ BOTTOM OF CHANNEL
CROSS SECTION VIEW
TYPICAL RIFFLE, POOL, AND BANKFULL BENCH CROSS SECTIONS
PUBLIC ROAD
---__-_-_-_- --------
C V M!NIMUM THICKNESS OF
r PUEU
ROAD WASHED CLASS CLASS SS A STONE
IfJ/ W
A STONE
0 o a
FILTER FABRIC
NOTES:
SPECIFICATION NO. &06 -CONSTRUCTION ACCESS 'N.C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL DECEMBER 1P93'
LOG WEIR
LOG WEIR
TOP OF STREAMBANK
PRELIMINARY PLANS
Im Nor USE POP. CONTTRNC[10N
C c.ry, xo j1-3-
[ 415„
BUK. 5465
NOIN[[RINO Fuc n.asTSrw
FLOW
c
V
N
x
a
0
Y
a'
n
N
B
ll
C
a
a
m
DTBax \
RIFFLE A-A
NOTES'.
1. DURING CONSTRUCTION CORNERS OF DESIGN CHANNEL WILL BE
ROUNDED AND ATHALWEG WILL BE SHAPED PER DIRECTION OF
ENGINEER
2. POOLS SHOWN ABOVE ARE LEFT POOLS ONLY.
Pool D-Mac
Pod Wa
POOL B-B
'NOTE:
POOLS BELOW LOG WEIRS AND STEPS
POOL WIDTH=T.5'
Dmar=1.5'
60 Wok
06 D-Mm
120 WIDTH TO DEPTH RATIO
21 BANKFULL AREA (SOFT)
20 VA (FT)
TRANSPLAN
PLAN VIEW
CROSS SECTION VIEW
SECTION A - A
HEADER LOG
LOG
ILOG NOTES:
1. LOGS SHOULD BE AT LEAST 10 INCHES IN DIAMETER RELATIVELY STRAIGHT,
HARDWOOD, AND RECENTLY HARVESTED.
2. TOP OF HEADER LOG SHOULD BE SET AT SAME ELEVATION AS THE STREAMBED.
3. USE FILTER FABRIC WITH COIR LOGS TO SEAL GAPS BETWEEN LOGS.
4. PLACE TRANSPLANTS ALONG BANKS TO PROTECT AGAINST BANK EROSION.
-/--CKFIIL W TH ? . f
O.SITE A1ILMUM
FILTER FABRIC
I
J

TRANSPLANTED VEGETATION
TRANSPLANTED VEGETATION AND ROOTMASS
nq/
® \\\ /// ® ® TOP OF BANK
i ?
TOE OF BANK
PLAN VIEW
TRANSPLANTED VEGETATION AND ROOTMASS
1:-14 1-
TOP OF STREAMBANK
.ill
TOE OF BANK
\
BOTTOM OF
CROSS SECTION VIEW
NOTES.
1. EXCAVATE A HOLE IN THE BANK TO BE STABILIZED THAT WILL
ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLACED.
BEGIN EXCAVATION AT THE TOE OF THE BANK
2 EXCAVATE TRANSPLANT USING A FRONT ENO LOADER.
EXCAVATE THE ENTIRE ROOT MASS AND AS MUCH ADDITIONAL
SOIL MATERIAL AS POSSIBLE. IF ENTIRE ROOT MASS CANNOT BE
EXCAVATED IN ONE BUCKET LOAD, THE TRANSPLANT IS TOO LARGE
AND ANOTHER SHOULD BE SELECTED.
7. PLACE TRANSPLANT IN THE BANK TO BE STABIL=SO THAT
VEGETATION IS ORIENTATED VERTICALLY.
4. FILL IN ANY HOLES AROUND THE TRANSPLANTAND COMPACT.
S. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
6. PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT
THEY TOUCH.
TYPICAL RIFFLE, POOL, AND BANKFULL BENCH CROSS SECTIONS
m
N
x
a
0
Y
O
n
N
B
ll
c
D
a
rn
Imo-- NbkF
DJ4ax ,
RIFFLE A-A
NOTES
1. DURING CONSTRUCTION CORNERS OF DESIGN CHANNEL WILL BE
ROUNDED AND ATHALWEG WILL BE SHAPED PER DIRECTION OF
ENGINEER.
2. POOLS SHOWN ABOVE ARE LEFT POOLS ONLY.
POOL B-B
-NOTE:
POOLS BELOW LOG WEIRS AND STEPS
POOL W DTH=75'
D-=LS
60 NAM
06 D-Max
12.0 WIDTH TO DEPTH PATIO
21 BANKFULL AREA SO FT)
20 W4 (FT)
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
PUBLIC ROAD
-------__---- --._._._
E
r PUBUC ROAD G'MINIMUM THICKNESS OF
WASHED CLASS A A STONE
1 WASHNE
0 0 0
FILTER FABRIC
NOTES:
SPECIFICATION NO. BOB- CONSTRUCTION ACCESS *N.C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL DECEMBER 199Y
LOG WEIR
COIR LOG 9
® A
LOG WEIR
® A SCOUR`
POOL/
TRANSPLANTS ® 0I ® TRANSPLANTS
LLI
PLAN VIEW
PROJECT ENGINEER
PRELIMINARY PLANS
DO NOT USIC MR. CON9TBBCITON
BUC?/' 9Wa Rp. 1CP-y -6- 9753W
sue[` Gry, Nom L 46369- 8511
Pron.: i,BJ 83
eHOLwcc?Lwo Eu H9J91SIM
B0
TOP OF STREAMRANK
FLOW
-y
.. 7?. SCOUR Poo
.-BACKFII,L LMTH.^'
ONSIIE ALLUNUM HEADER LOG
FILTER FABRIC
FOOTER LOG
CROSS SECTION VIEW
COIR LOG
SECTION A-A
NOTES
1. LOGS SHOULD BE AT LEAST 10 INCHES IN DIAMETER RELATIVELY STRAIGHT,
HARDWOOD, AND RECENTLY HARVESTED.
2. TOP OF HEADER LOG SHOULD BE SET AT SAME ELEVATION AS THE STREAMBED.
7. USE FILTER FABRIC WITH COIR LOGS TO SEAL GAPS BETWEEN LOGS.
4. PLACE TRANSPLANTS ALONG BANKS TO PROTECT AGAINST BANK EROSION.
vlw
Pad D Max
- PDd L

J
STEP POOL
PROJECT ENGINEER
FL OW
PLACE COIR FIBER MATTING IN 61NCH DEEP
TRENCH, STAKE, BACKFRI, AND COMPACT
BOULDERS FOR PRELIMINARY PLANS .
TOP OF STREAMRANK OPEN CHANNEL DO NOT URR FOR CON°TRUMON
INVERT OF CULVERT
FOR PIPES
TOE OF SLOPE
c
c:
w
PLACE COIR FIBER MATTING IN 6INCH DEEP
TRENCH, STAKE, BACI6IL L, AND COMPACT 5
poop
P
o
SO.
w ?
11
,Y= C,hA
2
7
?
17
F
1 K Cary, NOMGmlr-521511
B

TYPICAL MATTING STAKE
BOTTOM OF CHANNEL W
T
CNOfN6QRL- , FF=.BG1 q 9510°

FLOW
.. .. .. ... ... ' .. .'.. ... ... '.
' .. .. .. .. .. .. .. '.:

A
_j__
OOL STEP

.p f'
CROSS SECTION VIEW H

THE WOOD STAKE SHALL BE THE NORTH AMERICAN -G
GREEN ECOSTAKE OR APPROVED EQUAL WITH THE FILTER FABRIC-"
FABRIC .
A'
NOTEB: FOLLOWING DIMENSIONS: FOR DR p
t
^
1. BANKS SHOULD BE SEEDED PRIOR TO LLG LENGIH 11001N 2751 LM PLAN VIEW '? L
a
PLACEMENT IFMATTINO,
2 ER MACCORDING TO HEAD WOTM t251N 1.16CM BOULDER58TYPE
MANUFACTURER RECOMMENDATIONS.
MANUFACTURER HEAD THICKNESS 0 40IN 102 CM Id It STONE
3. MATTING STAKES SHOULD HOULD BE PLACED LEG WIDTH 0601N 152 CM IAVEHLU 70 FOIN
?-
IN A DIAMOND SHAPED PATTERN. LEG THICKNESS 0 40IN 102 CM
^-'
WELL GRADED MIX
TOTALLENGTH 12.00IN 3048 CM OF BED MATERIAL
TOP OF BANK A PROFILE VIEW
DITCH
1 1 1 1 1 1 1 1 1 1 / 1 TOP OF STREAMBANK
TOPOF
STREAMBANK STAKES
1 / 1 / 1 1 1 / 1 / / 1
1 1 / 1 1 1 1 1 1 1 1
/ 1 1 1 1 1 1 1 1 1 1 1
1 / 1 1 1 1 1 1 / 1 1 1
1 / 1 / 1 1 1 / 1 1 1 1 COIR FIBER MATTING TO BE
EXTENDED TO TOE OF SLOPE
CROSS SECTION
PLAN VIEW
LIVE STAKING
TOP OF TOP OF STREAMBANK
STREAMBANK

1 .: 4 ': "'? PLANT STAKES FROM TOP OF BANK
TO TOE OF BANK IN A DIAMOND SHAPED
.. 1.. .. /.. ... / _ STAGGERED PATTERN

TOE OF SLOPES .: 1. .. .1. . -.: .1 : .:. ....
PLAN VIEW
i
EROSION CONTROL MATTING
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PLAN VIEW
U-6 SPACING
1333 K N 2'.3' SPACING
SQUARE CUT TOP
BUDS FACING UPWARD
LIVE CUTTING
MIN. 12'DIA 7-3'LENGTH
ANGLE CUT
30-45 DEGREES
LIVE STAKE DETAIL
NOTES
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPt7f.
3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK
5. STAKES SHOULD BE 12 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG.
B. STAKES SHOULD BE INSTALLED LEAVING 1/5 OF STAKE ABOVE GROUND.
CONSTRUCTION SEQUENCE
Buck Engineering will provide construction observation during the construction phase of this project. The
following construction sequence shall be used during implementation of the plan.
1. The Contractor shall install tree protection/safety fence as indicated on plan sheets.
2. The Contractor shall prepare stabilized construction entrances as indicated on plans.
3. The Contractor shall mobilize equipment, materials, prepare staging area(s) and stockpile areas as
shown on plans.
4. Construction traffic shall be restricted to the area denoted as "Limits of Disturbance" on the construction
plans.
5. The Contractor shall install temporary silt checks at locations indicated on plans.
6. The Contractor shall install temporary silt fence with wire around the staging area(s). Temporary silt
fence with wire will also be placed around the temporary stockpile areas as material is stockpiled
throughout the construction period.
7. The Contractor shall install all temporary stream crossings as shown on plans. Ditches and stream
reaches on site will be left open during the initial stages of construction to allow for drainage and to
keep site accessible.
8. The site shall be cleared and grubbed. Extra material shall be stockpiled as indicated on the plans.
9. The Contractor shall grade floodplain, berm and channel. Contractor can either keep water in the
channel, use a diversion channel, or use pump around operations during construction.
10. The Contractor shall not disturb any more length of stream than they can stabilize in one day.
11. Once a section of stream has been excavated to design grades, in-stream structures, matting and
transplants shall be installed in that section per the direction of the Engineer and the channel made
ready to accept flow.
12. Water will be turned into the new channel once the area around the new channel and the new channel
has been stabilized.
13. Once a stream work phase is complete, the Contractor will apply temporary seeding, permanent
seeding, and mulch to any other areas disturbed during construction. Permanent seeding mixtures
shall be applied as shown on the vegetation plan. Temporary seeding shall be applied in all areas
susceptible to erosion (i.e. disturbed ditch banks, steep slopes, and spoil areas) such that ground cover
is established within 21 calendar days following completion of any phase of grading.
14. All areas should be seeded and mulched before leaving the project site. Remove temporary stream
crossings and temporary rock dams at downstream end of project.
15. The Contractor shall plant woody vegetation and live stakes according to planting details and
specifications. They should complete the reforestation (bare root tree planting) phase of the project
and apply permanent seeding at the appropriate time of the year.
16. The Contractor shall insure that the site is free of trash and leftover materials prior to demobilization of
equipment from the site.
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BUCK PROJECT REFERENCE NO. SHEET NO.
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313-- ??Cp PRELIMINARY PLANS
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IVETLAND DESIGN
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¦ Complete items 1, 2, and 3. Also complete
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 mailpiece,
or on the front if space permits.
1. Article Addressed to:
.,&,si nature
Agent
4?-,013 Addressee
B. Received y (Printed Name) C. Wq of ivery
D. Is delivery address different from item 1? /G es
If YES, enter delivery address below: ? No
Buck Engineering r
Attn: Staci Ricks
8000 Regency Parkway Ste.200
3. se IceType
Cary,NC 27511 Aff Certified Mail 0 Express Mail
DWQ# 06-0536-Durham ? Registered Return Receipt for Merchandise
? Insured Mail 0 C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7005 11f O
(Tr 0000
ansfer from service label) 618q
9954
1AA1 i FcF?n ??ni gnna n ,, o?, aor„r, uo o:nr I--.-
UNITED STATES POSTAL SERVICE
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
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10