20060009 Ver 2_401 Application_20090813

AUG 1 .3 2?G9
8000 Regency Parkway, Suite 200 TUNDSANDST tK jLKU,r fl to " O 009 V a?
Cary, North Carolina 27511 ORMWA*RBRANCH
Phone: [phone]
Fax: [phone]
Letter of Transmittal
To: 401 Oversight/Express Review Permitting S.O. No.: 0266 P At I
Raleigh Regulatory Field Office
Department of the Army, Corps of Engineers .:--------
2321 Crabtree Blvd, Suite 250 Lick Creek Stream Restoration and
Project: Enhancement Project
Raleigh, NC 27604
Attn: Cyndi Karoly /Eric Kulz
Date: August 7, 2009
We are forwarding the following: ® Attached ? Under Separate Cover ? Other
DWG. NO. NO. COPIES TITLE OR DESCRIPTION COMMENTS
5 PCN Form
1 Check for permitting fee
5 Landowner Authorization Form
5 Design Plans
5 Figures
5 Photo Log
THESE ARE TRANSMITTED as checked below:
? As requested ? No exception taken
® For review and comment ? Rejected - See remarks
? For your information ? Proceed subject to corrections noted
? Revise and resubmit
? Submit specified items
? Other
GENERAL COMMENTS: Please find enclosed an application for a 401 permit
along with supporting documentation for the Lick Creek Stream Restoration
Project in Durham County. If you have any questions, please give me call at By:
[phone].
Title:
Page:
Joshua White, PG
Geomoroholooist
1 Of
1
Challenge
August 7, 2009
Mr. Eric Alsmeyer
Raleigh Regulatory Field Office
Department of the Army, Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Ms. Cyndi Karoly/Eric Kulz
401 Oversight/Express Review Permitting Unit
2321 Crabtree Blvd, Suite 250
Raleigh, NC 27604
8000 Regency Parkway, Suite 200
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
Re: Lick Creek Stream Restoration and Enhancement Project
401/404 Pre-Construction Notification Application
Dear Mr. Alsmeyer, Ms. Karoly, and Mr. Kulz:
Enclosed for your consideration and approval is the Pre-Construction Notification for the US Army Corps
nationwide permit 27 and the Division of Water Quality's general certification 3689 for stream
restoration, enhancement, and stabilization for the Lick Creek Stream Restoration and Enhancement
Project. This project is located in Durham County. Please note that we have requested the application be
reviewed before mid-September 2010 to enable site preparation to take place so that the riparian buffer
may be planted during the appropriate dormant season at the end of this year. Thank you in advance for
your assistance.
The project meets the DWQ definition of stream restoration and funding was provided by grant
funding. A permitting fee has been included with this package. This is not a stream mitigation
project.
If I can be of any further assistance, please contact me at [phone].
S5sa J ite,
PG
Enclosures: PCN, Landowner Authorization Form, Figures, Photolog, Construction Specs, and Check for fees
oto- oooq Ua
O?pF W A T?,9pG
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.0 November 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information I
1. Processing
I a. Type(s) of approval sought from the

Corps:
®Section 404 Permit ? Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
If. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Lick Creek Stream Restoration
2b. County: Durham
2c. Nearest municipality / town: Durham
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name on Recorded Deed: See Attached
3b. Deed Book and Page No. See Attached
3c. Responsible Party (for LLC if
applicable): N/A
3d. Street address: See Attached
3e. City, state, zip: See Attached
3f. Telephone no.: See Attached
3g. Fax no.: See Attached
311. Email address: See Attached
Page 1 of 12
PCN Form - Version 1.0 November 2008 Version
Section A. Applicant Information, continued
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Grant recipient
4b. Name: Eddie Culberson
4c. Business name
(if applicable): Durham County Soil and Water Conservation District
4d. Street address: 721 Foster Street
4e. City, state;°ip: " Durham, NC, 27701
4f. Telephone no.: 919-560-0558
4g. Fax no.: 919-560-0563
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Joshua White
5b. Business name
(if applicable): Michael Baker Engineering, Inc.
5c. Street address: 8000 Regency Parkway, Suite 200
5d. City, state, zip: Cary, NC, 27511
5e. Telephone no.: 919-463-5488
5f. Fax no.: 919-463-5490
5g. Email address: [e-mail]
Page 2 of 12
PCN Form - November 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): See Attached
1 b. Site coordinates (in decimal degrees): See Attached'N - See Attached'W
1c. Property size: See Attached acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Rocky Branch flows Lick Creek just below the project.
proposed project: Lick Creek then flows into Falls Lake.
2b. Water Quality Classification of nearest receiving water: WS-IV; NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The stream is deeply insised below the rooting depth and eroding throughout the project area. The stream is presently
widening rapidly and mass wasting of bank materials are being transported downstream at a high rate. Many large
woody debris jams are contributing to the bank erosion. Please refer to the attached documents for further information
on the current conditions of the site.
3b. List the total estimated acreage of all existing wetlands on the property:
-10 acres of wetlands due to beaver impoundment which encompasses a very small area inside the conservation
easement.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
4,062
3d. Explain the purpose of the proposed project:
Durham Soil and Water Conservation District proposes to restore 3,551 linear feet (LF) of stream along Lick Creek and
two unnamed tributaries.
3e. Describe the overall project in detail, including the type of equipment to be used:
Restoration of 3,551 feet of stream along Lick Creek and two unnamed tributaries. Work to be conducted with dozers,
track hoes, and other equipment typically used for stream restoration projects.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ® Yes ? No ? Unknown
project (including all prior phases) in the past?
4b. If the Corps made the jurisdictional determination, what type
®Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Baker Eng. walked the site with the Corp (Oct 2009) and determined that a wetland is on the right side of the project but
would not be impacted since it would be outside of the construction limits.
5. Project History
5a. Have permits or certifications been requested or obtained for ® Yes ? No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
The permits were obtained and the funding for the construction had not been released. So nothing was done to the site.
The permits expired and we are now requesting for the project to be considered again.
Page 3 of 12
PCN Form - Version 1.0 November 2008 Version
B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 12
PCN Form - November 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
I a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ® Buffers
? open waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of Type of wetland Forested (Corps - 404, Area of impact (acres)
Permanent (P) or impact (if known) DWQ - non-404, other)
Temporary M
W1 ? P ? T ? Yes ? No ? Corps
? DWQ
W2 ? P ? T ? Yes ? No ? Corps
? DWQ
W3 ? P ? T ? Yes ? No ? Corps
? DWQ
W4 ? P ? T ? Yes ? No ? Corps
? DWQ
W5 ? P ? T ? Yes ? No ? Corps
? DWQ
W6 ? P ? T ? Yes ? No ? Corps
? DWQ
2g. Total wetland impacts
2h. Comments: The project haul roads will run along the top of bank away from the wetlands that are located at the top of
the project on the right side. Therefore there will be no impacts to wetlands.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f.
Stream impact Type of Stream name Perennial (PER) or Average stream width (feet) Impact
number - impact intermittent (INT)? length
Permanent (P) or (linear feet)
Temporary (T)
Restorati
S1 ® P ? T on/enhan Lick Creek ® PER ? INT 20 4062
cement
S2 ? P ? T ? PER ? INT
S3 ? P ? T ? PER ? INT
S4 ? P ? T ? PER ? INT
S5 ? P ? T ? PER ? INT
S6 ? P ? T ? PER ? INT
3g. Total stream and tributary impacts 4062
1 3h. Comments:
Page 5 of 12
PCN Form - Version 1.0 November 2008 Version
C. Proposed Impacts Inventory, continued
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number waterbody Type of impact Waterbody type Area of impact (acres)
- Permanent (if
(P) or applicable)
-Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
Page 6 of 12
PCN Form - November 2008 Version
C. Proposed Impacts Inventory, continued
5. Pond or Lake Construction
If and or lake construction pro osed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then ou MUST fill out Section D of this form.
6a.
® Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact (square Zone 2 impact
Permanent (P) for impact Stream name mitigation feet) (square feet)
or Temporary required?
T
Stream
131 ? P ®T Restorati Lick Creek ? Yes ® No 45,000
on
B2 ? P ? T ? Yes ? No
B3 ?P?T ?Yes ?No
6h. Tota l buffer impacts 45,000
6i. Comments: The project will only be removing trees that have the potential for falling into the channel in the near future
and for a haul road. They will be removed when sloping the banks and installing the structures. Any hardwood trees
removed that are 10" or larger will be incorporated into the structures for stability and habitat. Stream restoration projects
are exempt from the Neuse buffer rules.
Page 7 of 12
PCN Form - November 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Proposed impacts are required to restore stream functions. Project will result in restoring approximately 3,551 linear feet
(LF) of stream along Lick Creek.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Contractor will work from stream banks and only enter the channel when necessary in order to reduce the impacts.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

El Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete If Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: warm, cool, cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h.. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
PCN Form - Version 1.0 November 2008 Version
D. Impact Justification and Mitigation, continued
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone Reason for impact Total impact
(square feet) Multiplier Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
6c. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6d. Comments: Neuse buffer rules exempts stream restoration projects
Page 9 of 12
PCN Form - November 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? ® Yes ? No
2. Determination if the Project Requires a Stormwater Management Plan
2a. Does the project require a Non-404 Jurisdictional General Permit? ? Yes ® No
2b. Is the project subject to General Certification 3704 or 3705? ? Yes ® No
3. Determination of Stormwater Review Jurisdiction
3a. Is this project subject to any of the following state-implemented stormwater ? Coastal counties
management programs (check all that apply)? ? HQW
? ORW
If so, attach one copy of the approval letter from the DWQ and one copy of the ? Session Law 2006-246
approved stormwater management plan. ? Other:
3b. In which local government's jurisdiction is this project? Durham County
3c. Is this local government certified to implement a state stormwater program? ? Yes ? No
If so, attach one copy of the approval letter from the local government and one copy
of the approved stormwater management plan (or one copy of the approved
Stormwater management plan stamped as approved).
4. Information Required for DWQ 401 Unit Stormwater Review
4a. What is the overall percent imperviousness according to the most current site plan? <5%
4b. Does this project contain any areas that meet the criteria for "high density" per ? Yes ® No
General Certifications 3704 and 3705?
4c. If the site is over 24% impervious and/or contains high density areas, then provide a brief narrative description of the
stormwater management plan.
4d. Has a completed BMP Supplement Form with all required items been submitted ? Yes ® No
for each stormwater BMP?
Page 10 of 12
PCN Form - Version 1.0 November 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes ? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 11 of 12
PCN Form - Version 1.0 November 2008 Version
F. Supplementary Information, continued
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act Yes No
?
impacts?
C3 Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program Virtual Workroom
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
USFWS
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina Office of Archives and History website was searched. A letter was also sent to the NC Office of State
Archaeology and the NC Historic Preservation Office. They responded that there would be no impacts.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No
8b. If yes, explain how project meets FEMA requirements: The project was modeled and there is a no-rise in base flood
elevations
8c. What source(s) did you use to make the floodplain determination? HEC-RAS, NC Floodplain Mapping Information System,
Durham flooplain manager.
T656 c, Wk
l
Applicant/Agent's Printed Name licant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
Date
is provided.)
Page 12 of 12
PCN Form - November 2008 Version
PCN Form Attachment
Lick Creek Restoration Project
1. Matthew & Koren Kartes
Deed Book: 004236, 004236 Page Number: 000556, 000556
Street Address: 401 Olive Branch RD, 452 Asbury CT
City, State, Zip: Durham, NC 27703
Telephone no.:
Fax no.: N/A
Email Address: N/a
Parcel ID: 193391, 193431
Latitude & Longitude: (35.967°N, 78.783°W) (35.968°N, 78.783°W)
Property Size: 4.08 Acres, 0.47 Acres
2. Herbert W. & Mattie Lee Patrick
Deed Book: 000375 Page Number: 000713
Street Address: 427 Olive Branch Road
City, State, Zip: Durham, NC 27703
Telephone no.:
Fax no.: N/A
Email Address: N/A
Parcel ID: 193434
Latitude & Longitude: (35.966°N, 78.783°W)
Property Size: 16.3 Acres
3. Triple Crown Farm-Earnest W. Warner JR.
Deed Book: 01954 Page Number: 00149
Street Address: 5438 Wake Forest HWY
City, State, Zip: Durham, NC 27703
Telephone no.:
Fax no.: N/A
Email Address: N/A
Parcel ID: 193746
Latitude & Longitude: (35.977°N, 78.778°W)
Property Size: 176.2 Acres
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID: 193746
STREET ADDRESS: 5438 Wake Forest H WY
Durham, NC 27703
Please print: Triple Crown Farm - Earnest W Warner JR
Property Owner:
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Joshua White
of Michael Baker Engineering, INC.
(Contractor / Agent)
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
5436 Wake Forest HWY Durham, NC 27703
Telephone: 119 A14 Z 3 `f '??-
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
4 4ouas
Au orized Signature J Authorized Signature
Date: Zy ° Date:
AGENT AUTHORIZATION FORM
PROPERLY LEGAL. DESCRIPTION:
193431, 193391
LOT NO. PLAN NO. PARCEL ID:
SMEET ADDRESS: 452 Asbury CT
Durham, NC 27703
Please 0"t*
P Owner. Matthew Kartes
Property Owner Koren Kartes
The undersigned, regis6Pred property owners of the above noted property, do hereby authorize
Joshua White of Michael Baker Engineering, INC.
(Contractor / Agent) (Name of consorting firm)
to act on my behalf and take all actions necessary for the processing, Issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if efferent than property above):
401 Olive Branch RD Durham, NC 27703
Telephone: [phone]
We hereby certify the above Information submitted in this application Is true and accurate t0 the
best of our knowledge.
Authorized Signature, A 1-
Date: -712 Z?° Date: vv_
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID:
STREET ADDRESS: 427 Olive Branch RD
Durham, NC 27703
Please print: Mattie Lee Patrick
Property Owner:
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Joshua White
(Contractor / Agent)
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Telephone:
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature Authorized Signature
193434
of Michael Baker Engineering, INC.
Date: ?? ` Date:
N
NG ge
G
n?.
r?
i
Lick Creek
Q,.
6e
o?
'prY
rt
Figure 1 Project Vicinity Map
Lick Creek Site
Durham County
)0
tvU irS
Legend
-° Lick Creek project reach Figure 2. Project Watershed Map
Lick Creek watershed at Olive Branch Rd Lick Creek Site
Lick Creek watershed at downstream extent
q PA le.-,
! cf iIj
x, �
/ C
a
_ 14
* Wn
A: r 1
' r
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Of
cr Ltck Creek
'Y!
GrB Crtl
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PIC
hls;;
r %L .V,2
der .,. ..
a,�rl
Gu N ,�
fA C.
Durham soils Cra a MIB -A- "
Soil symbol cc MIC - wsc
®
GB ® PtC Figure 3. Soils Map
GU PFE Y`.tic2 Lick Creek Site
- w
P.li.r•ti

Lick Creek Photo Log
Existing Condition Photos
??5 f
?L r
vy. ,.
4 t - -? k w
Ilk
Pasture below Olive Branch Road on Patrick
property.
A ?:.

len tree across the channel from the Kar
rotnerty. Streambanks lacking woodv vegetation.
adcut caused from runoff on Triple Crov
property.

t*

17

ream and pasture below Olive Branch Rd
itrick property. Streambanks lacking woos
veaetation.
-bris jam and bank failure on Triple Cro%
property.
Erode bank on Triple Crown property.
flit
r
r .-9

r}? N
Headcut along a tributary working its way
upstream trom LICK LreeK- t ripie 1 rown
Ps I
'10 v I , tl

;roded bank on south side of the Triple Crow?
property.

. WW
*"
-
,

Large woody debris jams on the Triple Crown Eroded right bank and large woody debris on south

I Mt
Bluff on the south side of the lower end of the Start of boulder bluff on the south side of the lower
Triple Crown property. end of the Triple Crown property.
!r-
IV nlGdael esker Engirveerir g, inc.
400 Executive Boulevard
P.O. Box 462
Elmsford, NY 10523
682 384
North Carolina Division of Water Quality
1650 Mail Service Center
Raleigh NC 27699
PAYMENT SUMMARY
VENDOR NO: 17329 PHONE NUMBER:
VOUCHER NO: 0003 212645 VOUCHER DATE: 05/1312009
REF. DOC. REFERENCE NUMBER REF. DATE DOCUMENT DISCOUNT/ADJ NET
AMOUNT AMOUNT AMOUNT
INVOICE 12MAY09 05/12/2009 570.00 570.00
TOTALS 570.00
w? nwej
................. . ..
Michael Baker Engk*erirg, kw_
400 Executive Boulevard
P.O. Box 462
Elmsford, NY 10523
TO
THE
ORDER North Carolina Division of Water Quality
OF: 1650 Mail Service Center
Raleigh NC 27699
Citizens Bank
919 North Market Street
Wilmington, DE 19801
b2-115/311
• _ C?t64?'QAl'fE CifBCK NUAA?R'
05/13/2009 0003212645
VALID FOR 180 DAYS
11'000321264511' i:03110ii56i: 6 6 9 9000 it 5811'
LICK CREEK STREAM RESTORATION PROJECT
DURHAM COUNTY, NORTH CAROLINA
EROSION CONTROL NARRATIVE
AND
TECHNICAL SPECIFICATIONS
Prepared for:
Durham County Soil and Water Conservation District
Prepared by:
Michael Baker Engineering
8000 Regency Parkway, Suite 200
Cary, NC 27518
August 2009
TABLE OF CONTENTS
INTRODUCTION .................................................................................................................... 3
PROJECT DESCRIPTION ..................................................................................................... .. 3
SITE CONDITIONS ............................................................................................................... .. 3
EROSION AND SEDIMENTATION CONTROL MEASURES .......................................... .. 3
DESIGN STANDARDS ......................................................................................................... ..4
MAINTENANCE PLAN ........................................................................................................ .. 4
TECHNICAL SPECIFICATIONS ......................................................................................... .. 4
A. GENERAL SPECIFICATIONS ........................................................................................ .. 4
B. CONSTRUCTION SURVEY ............................................................................................ .. 5
C. MOBILIZATION AND DEMOBILIZATION .................................................................. .. 5
D. POLLUTION CONTROL STRUCTURES (Temporary Silt Fence) ................................ .. 6
E. PUMP-AROUND OPERATIONS ..................................................................................... .. 8
F. SPECIAL STILLING BASINS .......................................................................................... .. 8
G. IMPERVIOUS DIKE ......................................................................................................... .. 8
H. POLLUTION CONTROL SEEDING AND MULCHING ............................................... .. 8
1. PERMANENT SEED .......................................................................................................... .. 9
J. EXCAVATION, FILL, AND GRADING .......................................................................... 1 I
K. STONE ............................................................................................................................... 12
L. INSTREAM STRUCTURES ............................................................................................. 13
M. FILTER FABRIC .............................................................................................................. 14
0. COIR FIBER MATTING .................................................................................................. 15
P. TRANSPLANTS ................................................................................................................ 16
Q. LIVE STAKING ................................................................................................................ 17
R. BARE-ROOT VEGETATION ......................................................................................... 18
S. SAFTEY FENCE ................................................................................................................ 19
T. CONSTRUCSTION SEQUENCE ..................................................................................... 20
INTRODUCTION
This narrative is submitted as part of the proposed Sediment and Erosion Control Plan for
the Lick Creek Stream Restoration and Enhancement Project. Construction of the project
will involve the construction of reshaping the existing channel to restore stream function
and to reduce the amount of sediment currently entering the channel through erosion.
well as filling in some of the old stream channel and drainage ditches.
A 401 Certification from the NC Division of Water Quality has not been obtained. The
application for the 401 permit was submitted simultaneously with the Erosion Control
Permit package. Once the 401 Certification has been issued, Baker Engineering will fax
a copy to NC Division of Land Quality.
PROJECT DESCRIPTION
Durham County Soil and Water Conservation District proposes to restore and enhance
approximately 4,062 linear feet (LF) of stream along Lick Creek. The site is located in
Durham County, NC, east of the city of Durham (Figure 1). This stream has been
channelized and straightened to promote agricultural drainage of the site. The channel is
experiencing deep incision which relates to the excessive bank erosion and lack of root
density to stabilize the channel. The goal of the restoration is to stabilize the stream
banks while keeping an appropriate dimension, pattern, and profile and providing habitat.
Total disturbed area for stream restoration is approximately 12.8 acres.
SITE CONDITIONS
The site has a recent history of agricultural and cattle production. Ditches on the site
were used to promote drainage when the land was under agricultural production.
Local relief within the project site is approximately twenty feet, with the highest location
being the floodplain at the beginning of Reach I and the lowest location being the
downstream end of Reach 2. Surrounding properties are characterized primarily by
agriculture and low density development.
EROSION AND SEDIMENTATION CONTROL MEASURES
Erosion control methods to be used in the project include construction entrances/exits, silt
fences, temporary rock dams/ silt checks, temporary stream and ditch crossings, mulch,
temporary seeding, permanent seeding, and erosion control matting. All sediment and
erosion control measures are to be built according to the plans and specifications.
Grading activities will be performed on areas away from flowing ditches. No grading will
be allowed within 10 feet of ditches until water flowing in the ditches has been diverted
into a new stable channel. Cut material will be stockpiled as shown on the plans. Silt
fences will be used to prevent erosion of the stockpiles toward the open ditches on site. A
10 foot wide plug of undisturbed soil will be left between the old and new channel until
the new channel is prepared to receive water from the old channel. Once water has been
turned into the sections of new stable channel, stockpiled material will be used to fill the
old, abandoned channel as shown on the plans, and the site will be graded to final design
elevations.
Temporary sediment traps will be installed on the downstream end of ditches to be filled
in. Silt fences will be used to prevent erosion of disturbed ground toward any flowing
streams on site.
DESIGN STANDARDS
Standard erosion control practices, methods, and procedures described in these plans and
specifications are based on those presented in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
MAINTENANCE PLAN
Qualified personnel on a daily basis will evaluate all temporary erosion and sediment
control practices for stability and operation. Weekly inspections will be performed and
logs kept. A rain gage will also be kept on site and rainfall amounts recorded. Any
repairs needed, will be performed immediately to maintain all practices as designed. The
selected Contractor will be responsible for the maintenance of temporary on-site erosion
control measures. The Contractor will be responsible for implementing and following the
approved Sediment and Erosion Control Plan.
Maintenance requirements for permanent measures will be the responsibility of the
restoration site sponsor - Durham County Soil and Water Conservation District:
Mr. Eddie Culberson
Durham County Soil and Water Conservation District
721 Foster Street
Durham, NC 27701
[phone]
CULVERT DESIGN CALCULATIONS
No culverts will be used within the Lick Creek Stream Restoration Project.
TECHNICAL SPECIFICATIONS
A. GENERAL SPECIFICATIONS
1. Construction is scheduled for Fall/Winter 2009.
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B. CONSTRUCTION SURVEY
The Contractor is not required to provide construction surveying or layout services and is
required to keep a laser level onsite and a person trained in its use for checking and
maintaining grades. The design firm will provide construction surveying or layout
services.
C. MOBILIZATION AND DEMOBILIZATION
SCOPE
The work shall consist of the mobilization and demobilization of the Contractor's forces
and equipment necessary for performing the work required under the contract. This work
shall not include mobilization and demobilization for specific items of work for which
payment is provided elsewhere in the contract. Mobilization will not be considered as
work in fulfilling requirement for commencement of work.
EQUIPMENT AND MATERIALS
Mobilization shall include all activities and costs for transportation of personnel,
equipment, and operating supplies to the site; establishment of offices, and other
necessary facilities for the Contractor's operations at the site; premiums paid for
performance and payment bonds, including coinsurance and reinsurance agreements as
applicable; and other items as specified in this specification.
Demobilization shall include all activities and costs for transportation of personnel,
equipment, and supplies not included in the contract from the site; including the
disassembly, removal and site clean up and repair of any facilities assembled on the site
for this contract.
This work includes mobilization and demobilization required by the contract at the time
of the award. If additional mobilization and demobilization activities and costs are
required during the performance of the contract as a result of the changed, deleted, or
added items of work for which the Contractor is entitled to an adjustment in contract
price, compensation for such costs will be included in the price adjustment for the item or
items of work changed or added.
METHODS
Items of work to be performed in conformance with these specification and construction
details therefore are:
(1) This item shall consist of all work necessary to mobilize and demobilize
construction equipment as described above.
(2) The Contractor is required to properly and safely identify and secure the
construction accesses, staging areas, and material handling areas. Prior to
construction activities, the Contractor shall identify and mark boundaries of the
staging area as directed by the Engineer. Acceptable materials for identifying the
construction areas include highly visible tape, road signs, barricades, cables, and
safety fencing.
(3) Stockpile all construction materials, including stone, riprap, gravel, erosion
control devices, etc. in the staging area. Any soil materials that are stockpiled
shall have a silt fence properly installed to ensure materials are contained. Silt
fence installation specifications are provided in the POLLUTION CONTROL
specifications and will not be bid under this section.
(4) To limit the disturbance of soils on site, the Contractor shall restrict the movement
of all construction equipment within sensitive areas. Prior to construction
activities, the Contractor shall identify the boundaries of all sensitive areas by
using a highly visible tape or orange boundary fencing, and will stake the limits of
where construction equipment is permitted to travel, as directed by the Engineer/
Project Manager.
(5) The Contractor shall provide watertight tanks or barrels sealed with plastic sheets
to be used to dispose of chemical pollutants, such as drained lubricating or
transmission oils, greases, soaps, concrete mixer wash water, asphalt, etc.,
produced as a by-product of the construction work. At the completion of
construction, facilities shall be disposed of without causing pollution.
(6) Chemical toilets shall be placed 100 feet from streams and in the staging area
away from heavy equipment. At the completion of construction work, facilities
shall be disposed of without causing pollution.
(7) The Contractor will identify all underground and aboveground utilities and is
responsible for ensuring that these utilities are not damaged during construction.
The Contractor will promptly notify the project engineer if there are conflicts
between the utilities and the design.
(8) The Contractor will install construction accesses per specification 6.06 in the
North Carolina Erosion and Sediment Control Planning and Design Manual
(2006) and shown on the drawing.
(9) The Contractor shall properly remove and discard debris and trash.
D. POLLUTION CONTROL STRUCTURES (TEMPORARY SILT FENCE)
SCOPE
The work shall consist of installing structural measures or performing work to control
erosion and minimize the production of sediment and other pollutants to water during
construction operations.
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This item shall consist of all work necessary to control soil erosion and minimize the
introduction of sediment and other pollutants to waterways. Pollution control for any
disposal area is the responsibility of the Contractor unless the area is within the work
limits of this project.
Pursuant to NC Department of Environment and Natural Resources, Division of Water
Quality regulations, the Contractor shall follow the approved Sediment and Erosion
Control Plan for the site, as provided in the plans and these specifications. A copy of
General Permit No. NCGO 10000 (General Permit To Discharge Stormwater Under the
National Pollutant Discharge Elimination System) will be supplied to the Contractor prior
to commencement of site work. The Contractor is required to follow the requirements of
permit NCGO10000, which includes the following conditions:
Weekly inspection of sediment and erosion control devices and documentation of
their condition. Sediment and erosion control devices shall also be inspected
within 24 hours following any rainfall event greater than 0.5 inches of rain per 24
hour period. Any devices which are not functioning adequately shall be
immediately reported to the Project Engineer/Manager and repaired.
A rainfall gage shall be maintained on the site and a record of rainfall amounts and
dates shall be kept.
A copy of the approved Sediment and Erosion Control Plan for the site, General
Permit No. NCGO 10000, log of control device inspections, and log of rainfall
events and amounts shall be kept in an accessible location on-site at all times
during the construction project.
The Contractor is responsible for following the approved Sediment and Erosion Control
Plan for the site and for following the requirements of General Permit No. NCG010000,
and assumes liability for any fines or regulatory actions that may be imposed by failure to
do so.
EQUIPMENT AND MATERIALS
Refer to the North Carolina Sediment and Erosion Control Manual (2006).
METHODS
The measures and works shall include, but are not limited to, the following:
Diversions and Temporary Sediment Traps - Diversions are used to divert water away
from work areas and to collect runoff from work areas for treatment by temporary
sediment traps. Temporary sediment traps will be installed at the end of the each new
section of stream channel as the section is being constructed. These works are temporary
and shall be removed and the area restored to its original state when they are no longer
needed or permanent measures are installed. Refer to practice 6.20 "Diversion" and 6.60
"Temporary Sediment Trap" in the North Carolina Sediment and Erosion Control Manual
(2006).
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Sediment Fence (Silt Fence) - Geotextile sediment fences shall be used to trap sediment
from areas of limited runoff. Sediment filters shall be properly anchored to prevent
erosion under them. These works are temporary and shall be removed and the area
restored to its original state when they are no longer needed or permanent measures are
installed. Locations for sediment filters are shown on the plans. Refer to sediment fence
specifications (6.62) in the North Carolina Sediment and Erosion Control Manual (2006).
Other - Additional work as required by the Federal, State, or Local Government.
All pollution control measures and works shall be adequately maintained in a functional
condition as long as needed during the construction operation. All temporary measures
shall be removed and the site restored to as nearly original conditions as practical.
E. PUMP-AROUND OPERATIONS
SCOPE
No pump-around operations will be used during the project. The project has a drainage
area of 6 square miles and is be difficult to pump-around. The contractor will work from
the streambanks as much as possible and only enter the channel when necessary, in order
to minimize impact.
F. SPECIAL STILLING BASINS
No special stilling basins will be used within the project.
G. IMPERVIOUS DIKE
No impervious dike will be used within the project.
H. POLLUTION CONTROL SEEDING AND MULCHING
SCOPE
The work shall consist of installing measures or performing work to control erosion and
minimize the production of sediment and other pollutants to water and air during
construction operations. Temporary seeding will be used on all areas susceptible to
erosion, including, but not limited to ditch banks, access areas, steeper slopes, and areas
where excess soil will be spread over upslope fields. Seeding will take place
immediately after construction activities are completed in the disturbed areas. The work
shall consist of preparing the area, furnishing and placing seed and mulch, and anchoring
mulch in the designated areas as specified.
EOUIPMENT AND MATERIALS
Temporary Seeding
For temporary seeding, apply the following vegetation at the listed rates and times. A
combination of the two seed types shall be used during the boundary months of March,
April, August and September to ensure survival.
Temporary Seeding (September to March):
Rye grain 130 lbs per acre
Temporary Seeding (April to August):
Browntop Millet 40 lbs per acre
Mulching
Mulching shall be used to provide temporary protection of soil surfaces from erosion.
Mulching should be performed within 48 hours of seeding. Grain straw mulch should be
applied on seeded areas at a rate of 130 bales per acre. Apply mulch uniformly.
METHODS
On sites where equipment can be operated safely, the seedbed shall be adequately
loosened. Disking may be needed in areas where soil is compacted. Steep banks may
require roughening, either by hand scarifying or by equipment, depending on site
conditions. The Engineer will determine condition needs onsite. If seeding is done
immediately following construction, seedbed preparation may not be required except on
compacted, polished or freshly cut areas.
Mulching is used to provide temporary protection of soil surfaces from erosion. Mulching
should be performed within 48 hours of temporary seeding. Grain straw mulch should be
applied on temporary seeded areas at a rate of 3 bales per 1,000 ft (130 bales per acre).
Mulch shall NOT be applied on streambanks when coir fiber matting matching C7
specifications is used. Apply mulch uniformly.
1. PERMANENT SEED
SCOPE
The work shall consist of applying permanent seeding on the site for the purposes of
establishing stream buffer, wetland vegetation and controlling erosion. Permanent
seeding will be placed on all disturbed areas targeted for stream buffer, wetland
restoration, or where grading and earthmoving activities have left exposed soil when
construction in the area is completed. Seeding will take place immediately after
construction activities are completed. The work shall consist of furnishing and placing
seed in designated areas.
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EQUIPMENT AND MATERIALS
Apply the following vegetation at the listed rates. Species may be substituted or removed
from the specified mixtures upon approval of the Project Manager.
Seed Mixture:
Percent Seeding

Common Name
Scientific Name
of
Density Wetness
Mixture lbs/acre Tolerance
Redto A rostis alba 10% 1.5 FACW
Virginia

Wild rye
El mus vir inicus
15%
2.25 FAC
Switch grass Panicum vir atum 15% 2.25 FAC+
Eastern Gamma Tripsacum
Grass dac loides 5% 0.75 FAC+
Pennsylvania Polygonum
Smartweed enns lvanicum 5% 0.75 FACW
Schizachyrium
Little Blue Stem sco arium 5% 0.75 FACU
Soft Rush Juncus a ffusus 5% 0.75 FACW+
Bidens frondosa (or
Be gars Tick aristosa 5% 0.75 FACW
Lance-Leaved Coreopsis
Tick Seed lanceolata 10% 1.5 FAC
Tioga Deer Dichanthelium
Tongue clandestinum 15% 2.25 FAC
W
Andropogon
Big Blue Stem erardii 5% 0.75 FAC
Indian Grass Sor astrum nutans 5% 0.75 FACU
METHODS
It is anticipated that the soil will be sufficiently loosened after construction to allow for
immediate planting of seed. Disking may be needed in areas where soil is compacted.
Disking will be paid for under item J. Excavation, Fill, and Grading. The Engineer will
determine condition needs onsite.
Due to the small size of some permanent seed species and the low application rates, it
may be necessary to mix the permanent seed with temporary seed or sand to distribute the
seed at the stated application rate. If permanent seed is mixed with temporary seed, the
temporary seed shall not be applied at a greater application rate than stated under the
"POLLUTION CONTROL SEEDING AND MULCHING" specification without the
permission of the Engineer.
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J. EXCAVATION, FILL, AND GRADING
SCOPE
The Contractor shall excavate and grade the Channel and floodplain areas according to
the design plans and as directed by the Engineer. Cross sections and contours are
provided in the drawings. The excavated materials will be placed in the stockpile areas
noted on the plans along the river.
Some of the excavated material shall be used to fill and reshape banks as the design notes
or direction of the engineer. The fill should be compacted with heavy equipment and does
not have to meet specific compaction standards.
In areas where excavation depths will exceed one (1) foot, approximately 8 inches of
topsoil from the area will be stockpiled, and design grades should be cut 8 inches deeper
than shown on the plans. Topsoil will then be placed back over these areas to a depth of
approximately 8 inches to achieve design grades.
METHODS
GENERAL GRADING
The Contractor shall ensure that final grades on all floodplain and open field areas are
within 0.2 foot of the design contours shown on the plans. Bed elevations within the new
stream channel and elevations of instream structures shall be within 0.03 foot of the
design grades, unless otherwise directed by the Engineer.
SITE ROUGHING
Soil in the area of tree plantings shall be loosened to a depth of at least 8 to 10 inches.
This is necessary only on compacted soil.
CLEARING
Clearing will be necessary in some areas of the site. These areas are shown on the plans.
Prior to the clearing of these areas, vegetation appropriate for transplanting shall be
removed and either placed along the newly constructed channel, or stockpiled in an area
where the roots will remain wet until the transplants may be placed along the newly
constructed channel. These areas for stockpiling transplant material will be determined by
the Project Engineer.
Any cleared trees, snag, roots, stumps, etc. not used to stabilize the new stream channel
shall be removed from the site.
GRUBBING
Grubbing will be necessary in some areas of the site. Grubbing shall include satisfactory
removal and disposal of all trees, brush, stumps and other objectionable material. These
areas are shown on the plans. Prior to the grubbing of these areas, vegetation appropriate
for transplanting shall be removed and either placed along the newly constructed channel,
or stockpiled in an area where the roots will remain wet until the transplants may be
placed along the newly constructed channel. These areas for stockpiling transplant
material will be determined by the Project Engineer.
Any cleared trees, snag, roots, stumps, etc. not used to stabilize the new stream channel
shall be removed from the site.
DITCH PL UGS
Ditch plug areas will be constructed according to the detail located in the plans. Fill
material used for ditch plugs shall be free of debris, rocks, trash, etc. and shall consist of
compactable soil material. Fill shall be placed in the ditch plugs areas and compacted in
lifts of no more than 12 inches per lift. The completed ditch plugs shall be free of voids
and shall be impermeable to water flow through the block.
FILLED CHANNEL
The old channel will be filled with material from onsite. Fill material shall be placed in
the channel and compacted with construction equipment. Areas of channel which have
been filled shall have additional material bermed over the top of the fill to a depth of
approximately 6 inches to offset future settling. If debris, tree limbs, roots, etc. are
placed in the channel sections for burial, this material shall be placed at least 100 feet
from any junction, channel block, or channel which will receive flowing water after
construction. Under no circumstances will be Contractor place trash into filled channel
sections.
K. STONE
SCOPE
The work covered by this section consists of furnishing, stockpiling, placing and
maintaining an approved stone to be utilized to construct constructed riffle structures, silt
checks, and for use in other locations as directed by the Engineer.
EQUIPMENT AND MATERIALS
Stone for "Stone, Gravel" shall consist of uncrushed gravel. It shall be composed of
clean, tough, durable fragments free from fines, organic matter and deleterious
substances.
Stone for "Gravel (57)", "Class A", "Class B", "Class II," and "Boulders" shall consist of
blasted granite quarry stone stockpiled onsite and approved by the Engineer. The stone
12
shall be sound, tough, dense, resistant to the action of air and water, and suitable in all
other respects for the purpose intended.
All stone shall meet the approval of the Engineer. While no specific gradation is required,
the various sizes of the stone shall be equally distributed within the required size range.
The size of an individual stone particle will be determined by measuring its long
dimension.
REQUIRED STONE SIZES-INCHES
CLASS MINIMUM AVERAGE MAXIMUM
GRAVEL 57 0.25 0.5 1.5
CLASS A 2 4 6
CLASS B 5 8 12
CLASS II 6 10 14
BOULDERS 24 30 36
No more than 5.0% of the material furnished can be less than the minimum size
specified. No more than 10.0% of the material can exceed the maximum size specified.
METHODS
The Contractor shall place stone in locations shown on the plans or as directed by the
Engineer, to the thickness, widths, and lengths as shown on the plans and described in the
specifications, or directed by the Engineer. All stone shall be placed to form an erosion
control device or a constructed riffle stream structure in accordance with the plans, neatly
and uniformly, and shall meet the approval of the Engineer.
L. INSTREAM STRUCTURES
SCOPE
The work covered by this section consists of the construction of instream structures to
stabilize streambanks and improve aquatic habitats. Instream structures include grade
control rock and log j hooks, step pools, constructed riffles, and rock dams. The quantity
of instream structures to be constructed will be affected by actual conditions that occur
during the construction of the project. The type and quantity of structures may be
increased or decreased at the direction of the Engineer. Such variations in quantity will
not be considered as alterations in the details of construction or a change in the character
of the work.
MATERIALS
Logs and root wads will be produced onsite, if available. Onsite rootwads will be
selected by the Engineer. The tree shall have been alive when recently removed from the
ground. Logs shall be cut approximately 15 - 20 feet in length. Root wads shall consist of
the root mass and at least 8 feet of trunk. Tree basal diameter shall be a minimum of 10
inches. Root mass shall be dense and at least 2' in diameter.
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Filter fabric for sealing structures shall be Type 2 non-woven, at least 75 mils thick with
a minimum weight of 6 oz/sq yd. Filter fabric will be nailed to the log to create an
adequate seal behind the log.
All stone materials shall meet the requirements given in the STONE section.
METHODS
Items of work to be performed in conformance with this specification and the
construction details therefore include:
a. Excavation of Instream Structures (Rock Vanes, Log Vanes, J-hooks, and Root
Wads).
(1) This item shall consist of the excavation, placement of rock and wood materials,
and backfill associated with the installation of bid item instream structures.
(2) The Engineer may adjust the excavation limits to improve the channel foundation
conditions during construction.
(3) Excavated material shall be placed on the upstream side of the structures or
transported to a stockpile location as directed by the Engineer.
(4) Unless otherwise approved by the Engineer, excavation to prepare subgrade for
the installation of instream structures shall be consecutive and continuous. Once
the excavation of a structure has begun, the structure will be completed by the end
of the workday. All equipment shall be removed from the stream at the end of
each workday.
(5) Any accumulation of sediment in the channel shall be cleaned as needed during
construction and at the end of construction. No separate payment will be made for
this clean-up work.
Any disturbed soil shall be seeded utilizing temporary and permanent seeding methods.
M. FILTER FABRIC
SCOPE
Filter fabric needed for the instream structures and silt checks.
METHODS
Filter fabric for sealing structures shall be Type 2 non-woven, at least 75 millimeters
thick with a minimum weight of 6 oz/sq yd.
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O. COIR FIBER MATTING
SCOPE
Furnish materials, install and maintain Coir Fiber Matting in locations shown on the plans
or in locations as directed by the Engineer. Work includes providing all materials,
excavating and backfilling, and placing and securing Coir Fiber Matting.
Coir Fiber Matting will only be used in locations specified in the plans or by the Project
Engineer/Manager. Locations will primarily be on new streambanks. Other problem areas
may also require the placement of coir fiber matting.
EQUIPMENT AND MATERIALS
Ecostakes: Provide ecostakes made from wood not less than 12 in. (300 mm) in length
with a notch cut 1 in. (25 mm) from the top. These stakes shall be used to stake the
matting along the slopes. Wooden 3 ft. stakes spaced approximately 4 ft. apart shall be
used to secure the matting at the toe of slope. The toe stakes shall have a minimum f-
inch by 1-inch cross-section and shall be designed so that the matting can not slide past
the exposed end of the stake.
Matting: Provide coir fiber matting to meet the specifications of the C 7 or comparable
matting. Netting material MUST be biodegradable.
The erosion control blanket/channel lining shall be a machine-produced mat of 100%
coconut fiber with the following properties:
Matrix 100% Coconut Fiber
Weight 20 oz/SY (678 gm/m2)
Tensile Strength 1348 x 626 lb/ft minimum (1650.5 x 766.5 kg/m)
Elongation 34% x 38%
Open Area (measured) 50%
Thickness 0.30 in minimum (7.6 mm)
Flexibility (mg -cm) 65030 x 29590
Recommended Flow 11 feet/second (3.35 m/s)
Size 6.6 x 164 ft (120 SY) or (100 SM)
"C" Factor 0.002
Property
Thickness
Resiliency
Mass per Unit Area
Water Absorption
Swell
Stiffness/Flexibility
Light Penetration
Smolder Resistance
Test Method
ASTM D5199/ECTC
ECTC Guidelines
ASTM D5261
ASTM DI 117/ECTC
ECTC Guidelines
ASTM D1388/ECTC
ECTC Guidelines
ECTC Guidelines
Typical
0.26 in (6.60 mm)
85%
10.72 oz/yd2 (360 g/m2)
155%
40%
0.11 oz-in (1,218 mg-cm)
16.40%
Yes"
15
MD Tensile Strength ASTM D5035 342.00 lbs/ft (4.98 kN/m)
MD Elongation ASTM D5035 7.60%
TD Tensile Strength ASTM D5035 211.00 lbs/ft (3.08 kN/m)
TD Elongation ASTM D5035 11.10%
METHODS
Provide a smooth soil surface free from stones, clods, or debris that will prevent the
contact of the matting with the soil. Place the matting immediately upon final grading.
Take care to preserve the required line, grade, and cross section of the area covered.
Apply fertilizer, seed, and lime prior to installing blankets.
Unroll the matting and apply without stretching such that it will lie smoothly but loosely
on the soil surface. Bury the top slope end of each piece of matting in a narrow trench at
least 6 in. (150 mm) deep and tamp firmly. Where one roll of matting ends and a second
roll begins, overlap the end of the upper roll over the buried end of the second roll so
there is a 6 in. (150 mm) overlap. Construct check trenches at least 12 in. (0.3 m) deep
every 50 ft. (16 m) longitudinally along the edges of the matting or as directed by the
Engineer/ Project Manager. Fold over and bury matting to the full depth of the trench,
close and tamp firmly. Overlap matting at least 6 in. (150 mm) where 2 or more widths
of matting are installed side by side.
Place stakes across the matting at ends, junctions, and check trenches approximately 1 ft.
(90.3 m) apart with notch facing upslope.
Place stakes along the outer edges and down the center of each strip of matting 3 feet (1
meter) apart. Place stakes along all lapped edges 1 ft. (0.3 m) apart. Refer to details in the
plan sheets.
The Engineer/ Project Manager may require adjustments in the trenching or staking
requirements to fit individual site conditions.
P. TRANSPLANTS
SCOPE
The work shall consist of the removal, transport, and placement of available on-site
vegetative material for the purpose of streambank stabilization and enhancement of
stream habitat.
EQUIPMENT AND MATERIALS
The Contractor shall provide a rubber tired or track loader for the excavation, transport
and installation of transplanted vegetation. The Contractor must have approval from the
Engineer before using any other type of equipment for installing transplants.
16
METHODS
Shrub and trees less than 3 inches in diameter shall be salvaged onsite in areas designated
for construction, access areas, and other sites that will necessarily be disturbed.
Vegetation to be transplanted will be identified by the Engineer personnel. Transplanted
vegetation shall carefully be excavated with rootballs and surrounding soil remaining
intact. Care shall be given not to rip limbs or bark from the shrub and tree transplants.
Vegetation should be transplanted immediately, if possible. Otherwise, transplanted
vegetation shall be carefully transported to designated stockpile areas and heeled-in in
constantly moist soil or sawdust in an acceptable manner appropriate to weather or
seasonal conditions. The solidity of the plants shall be carefully preserved. Individual
transplants shall range in size from 0.5 to 2 square yards in size.
Installation of shrub and tree transplants shall be located in designated areas along the top
of the stream bank or in floodplain restoration areas as directed by Engineer. Soil in the
area of vegetation transplants shall be loosened to a depth of at least 1 foot. This is only
necessary on compacted soil. Transplants shall be replanted to the same depth as they
were originally growing. The planting trench or hole shall be deep and wide enough to
permit the roots to spread out and down without J-rooting. The plant stem shall remain
upright. Soil shall be replaced around the transplanted vegetation and tamped around the
shrub or tree firmly to eliminate air pockets.
Spacing and location of vegetation transplants will be determined onsite by the Engineer.
Q. LIVE STAKING
SCOPE
The work shall consist of the planting of live stakes on ditch banks to be protected from
erosion. The Contractor will be responsible for identifying a source for live stakes near
the project site, collecting and delivering the live stakes to the project site, and
installation of the live stakes. Staking must take place during the dormant season
(December - February).
EQUIPMENT AND MATERIALS
Live stakes may be of the following species:

Common Name
Scientific Name Percentage of
Total Wetness
Tolerance
Buttonbush Ce halanthus occidentalis 25% OBL
Silk Dogwood Cornus amonum 25% FACW+
Silk Willow Salix sericea 25% OBL
Black Willow Salix ni ra 25% OBL
17
METHODS
Live stake materials should be dormant and gathered locally or purchased from a
reputable commercial supplier. Stakes should be''/z to 2 inches in diameter, 2 to 3 feet in
length, and living based on the presence of young buds and green bark. Stakes shall be
angled on the bottom and cut flush on the top with buds oriented upwards. All side
branches shall be cleanly trimmed so the cutting is one single stem. Stakes should be kept
cool and moist to improve survival and to maintain dormancy.
Planting shall take place during the months of December - February. Stakes should be
installed 2 to 3 feet apart along the stream banks on the outside of meander bends and 6
to 8 feet apart along the stream banks on the inside of meander bends and through tangent
sections. Live stakes shall be installed along streambanks above the base flow water
surface elevation. Site variations may require slightly different spacing. Stakes shall be
driven into the ground using a rubber hammer or by creating a hole and slipping the stake
into it. The stakes should be tamped in at a right angle to the slope with 4/5 of the stake
installed below the ground surface. At least two buds (lateral and/or terminal) shall
remain above the ground surface. The soils shall be firmly packed around the hole after
installations. Split stakes shall not be installed. Stakes that split during installations shall
be replaced.
R. BARE-ROOT VEGETATION
SCOPE
The work shall consist of the planting of bare-root tree species. The Contractor will be
responsible for the purchase of the trees. Bare-root tree species will be planted in areas as
shown in the vegetation planting plan. Planting must take place during the dormant
season (November 22°d - March 4').
EQUIPMENT AND MATERIALS
Choose 8 of the I I listed species based on the availability at the time the vegetation order
is placed. Maintain the same relative percentage. Containerized and bare root vegetation
shall be installed randomly 10 feet apart from the top of the streambank out to the edge of
the revegetation limits.
Common Name Scientific Name Percentage
Sycamore Platanus occidentalis 15
Willow Oak uercus hellos 10
River Birch Betula ni a 15
Green Ash Fraxinus enns lvanica 15
Water Oak uercus ni a 10
White Basswood Tilia hetero lla 5
Persimmon Dios ros vir iniana 5
Pawpaw Asimina triloba 5
18
Witch-Hazel Hamamelis vir iniana 5
Possumhaw viburnum nudum 5
S icebush Lindera benzoin 10
METHODS
Planting shall take place during the months of November - March. Immediately
following delivery to the project site, all plants with bare-roots, if not promptly planted,
shall be heeled-in in constantly moist soil or sawdust in an acceptable manner
corresponding to generally accepted horticultural practices.
While plants with bare-roots are being transported to and from heeling-in beds, or are
being distributed in planting beds, or are awaiting planting after distribution, the
contractor shall protect the plants from drying out by means of wet canvas, burlap, or
straw, or by other means acceptable to Engineer and appropriate to weather conditions
and the length of time the roots will remain out of the ground.
Soil in the area of tree plantings shall be loosened to a depth of at least 5 inches. This is
necessary only on compacted soil. Bare-root vegetation may be planted in a hole made
by a mattock, dibble, planting bar, or other means approved by Engineer. Rootstock shall
be planted in a vertical position with the root collar approximately ''/z inch below the soil
surface. The planting trench or hole shall be deep and wide enough to permit the roots to
spread out and down without J-rooting. The plant stem shall remain upright. Soil shall
be replaced around the transplanted vegetation and tamped around the shrub or tree
firmly to eliminate air pockets.
S. SAFTEY FENCE
SCOPE
The work of "Safety Fence" shall consist of furnishing, installing and maintaining
polyethylene or polypropylene fence at locations shown on the plans or as directed by the
Engineer/ Project Manager in accordance with special provisions included herein.
Sections of safety fence shall be installed within one working day following mobilization
operations. Unless prior approval is received from the Engineer/ Project Manager, failure
to install the fence as specified herein will result in stoppage of all operations until the
necessary safety fence is installed.
MATERIALS
Polyethylene or polypropylene fence shall be preconstructed safety fence approved by the
Engineer/ Project Manager.
19
Steel posts are required and shall be a length of at least 5 feet; approximately 13/8" wide
measured parallel to the fence, and have a minimum weight of 1.25 lb/ft of length. The
steel post shall be equipped with an anchor plate having a minimum area of 14 square
inches.
CLEARING AND GRUBBING
No additional clearing and grubbing is anticipated for the installation of this fence;
however, if any clearing and grubbing is required, it will be the minimum required for
installation of the safety fence. Such clearing shall include satisfactory removal and
disposal of all trees, brush, stumps and other objectionable material.
The fence shall be erect to conform to the general contour of the ground. When
determined necessary by the Engineer/ Project Manager, minor grading along the fence
line shall be done to meet this requirement provided no obstructions to proper drainage
are created.
INSTALLATION
Posts shall be set and maintained in a vertical position and may be hand set or set with a
post driver. If hand set, all backfill material shall be thoroughly tamped.
The fence fabric shall be attached to the steel posts with wire or other acceptable means.
The Contractor shall be required to maintain the safety fence in a satisfactory condition
for the duration of the project as determined by the Engineer/ Project Manager.
T. CONSTRUCSTION SEQUENCE
A Baker Engineering Project Manager will provide construction observation during the
construction phase of this project. The following construction sequence shall be used
during implementation of the plan.
1. Prior to beginning any land disturbing activities, notification and approval must
be granted from NCDENR Division of Land Resources - Land Quality Section,
US Army Corp of Engineers, and NC Division of Water Quality.
2. The Contractor shall contact North Carolina "One Call" Center (1.800.632.4949)
and Land Quality (919.791.4200) before any excavation.
3. The Contractor will mobilize equipment and materials to the site by installing and
using the construction entrance (that is shown on the plans) along Olive Branch
Road.
4. The Contractor will utilize the haul roads and stream crossing as shown on the
plans. Construction traffic shall be restricted to the area denoted as "Limits of
Disturbance" on the construction plans.
5. The Contractor shall install temporary silt fence around the staging areas and
safety fence as shown on plans.
20
6. The Contractor shall install all temporary stream crossings as shown on plans in
accordance with the NC Erosion and Sediment Control Planning and Design
Manual. 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.
7. Contractor shall begin construction on each stream reach and complete that
stream reach before moving to the next reach. A temporary rock dam shall be
installed at the upstream and downstream end of each reach.
8. Contractor will perform all work in the wet along both reaches. The Contractor
shall only work in areas that can be seeded, mulched, and matted within the same
day.
9. Immediately upon completion of bank grading and in-stream structure
installation, the slope will be reseeded, mulched, and matted with erosion control
fabric.
10. Upon completion of each reach, all disturbed floodplain areas including staging
areas and haul roads, shall be seeded and covered with mulch. Trees shall be
planted in accordance with the planting plan. 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 working days
following completion of any phase of grading. Permanent ground cover shall be
established for all disturbed areas within 15 working days or 90 calendar days
(whichever is shorter) following completion of construction.
11. All areas should be seeded and mulched before leaving the project reach.
Remove temporary stream crossings and any in-stream temporary rock dams. All
waste material must be removed from the project reach.
12. The Contractor shall ensure that the reach is free of trash and leftover materials
prior to mobilization of equipment from the reach to the next reach.
13. The Contractor shall start the stream work at the bottom of the Reach 2 and work
upstream to the top of the reach. Before moving onto Reach 1, all work shall be
completed along Reach 2 (i.e. all temporary rock dams and haul roads must be
removed and all disturbed areas seeded and mulched).
14. The Contractor shall start the stream work along Reach 1 at the bottom of the
Reach 1, in order to work their way out of the project and to stabilize disturbed
areas as quick as possible so that vegetation can get established.
15. Once the project has been completed, the contractor shall ensure that the project is
free of trash and leftover materials prior to demobilization of equipment from the
site.
21
N
NC 96
"fp
A?
1 (?
Sri
%_Ick Creek
.
01
19
k? Figure 1 Project Vicinity Map
lick Creek Site
Durham Cocnty 70
O
22

74
r ?
, *MW
Legend
-- Lick Creek project reach Figure 2. Project Watershed Map
Lick Creek watershed at Olive Branch Rd Lick Creek Site
Lick Creek watershed at downstream extent
J 5 t
PATS
23
ae.
Prc CIO Nil,
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24
C (reeK PrT;,-e ?,
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
The following items shall be incorporated with respect to specific site conditions, in an erosion & sediment control plan:
LOCATION INFORMATION
55 Jvcr?v?.ry,2 STORMWATER CALCULATIONS
V Project location (oadltteets,rlandmarks)
_i,.-" North arrow and scale p/?,? S¢s Pre-construction runoff calculations for each
outlet from the site (at peak discharge points)
GENERAL SITE FEATURES (Plan elements)
? 0ls?W•F5
Legend: North arrow, scale, etc:
Property lines P(?.. ?; ??'! 5
V-7r Existing contours (topographic lines) S
r/ Proposed contours fe Y-?
Limits of disturbed area (provide acreage total,
delineate limits, and label) J'L /, Y-5-
Planned and existing building locations and
elevations S?rlS !ee¢f
V11, Planned & existing road locations & elevations
Lot and/or building numbers
? Geologic features: rock outcrops, seeps,
springs, wetland and their limits, streams,
lakes, ponds, dams, etc. 5r:-+,c 4
t? Easements and drainage ways & ,fee ?S
Profiles of streets, utilities, ditch lines, etc.0o-;4
Stockpiled topsoil or subsoil locations fe-
lf the same person conducts the land-disturbing activity &
any related borrow or waste activity, the related borrow or
waste activity shall constitute part of the land-disturbing
activity unless the borrow or waste activity is regulated
under the Mining Act of 1971 or is a landfill regulated by
t/ Design calculations for peak discharges of
runoff (including the construction phase & the
final runoff coefficients of the site) k.c,rlof?-*
Design calcs of culverts and storm sewers
_tz- Discharge and velocity calculations for open??p r5
?. channel and ditch flows (easement & right-of-ways)
Design calcs of cross sections and method of
stabilization of existing and planned channels
(include temporary linings)
401 Design calcs and construction details of energy ?,1G
dissipators below culvert and storm sewer ?
outlets (diameters & apron dimensions) t.
V Design calcs and dimension of sediment basins
^Zk Surface area and settling efficiency information
for proposed sediment traps and/or basins
r/s VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized Sf? ?a •,(!
1?- Method of soil preparation ,voff- V4
T Seed type & rates (temporary & permanent JVW/r? tvYl
/V/H- Fertilizer type and rates
%/ Mulch type and rates
the Division of Waste Management. If the land-disturbing
activity and any related borrow or waste activity are not NOTE: Plan should include provisions for groundcover
conducted by the same person, they shall be considered on exposed slopes within 21 calendar days
following
separate land disturbing activities and must be permitted completion of any phase of grading;
permanent groundcover either thru the Sedimentation Pollution Control Act as a for all disturbed areas
within 15 working days or 90 calendar days
/ one-use borrow site or through the Mining Act. (whichever is shorter) following completion of
V Required Army Corps 404 permit and Water Quality 401 construction or development.
certification (e.g. stream disturbances over 150 linear feet)
'- i I,-- 010 fwz w. FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
EROSION CONTROL MEASURES (on plan'() D
Legend f1wh "1,'y4i FC-!, EC t/-S
Location of temporary measures C-L y'S
Location of permanent measures C,/,,. 5t ?S
Construction drawings and details for
temporary and permanent measures R.'o fbi
Maintenance requirements of measures& /,
-tT Contact person responsible for maintenance
?,ive?rctl r
SITE DRAINAGE FEATURES ee
Existing and planned drainage patterns (include
/ off-site areas that drain through project)
(/ Method of determination of and calculations for
Acreage of land being disturbedC4o/f t e Z
Size and location of culverts and sewers
.14 V Soil information: type, special characteristics
-/4- Soil information below culvert storm outlets
_ Name and classification of receiving water
course or name of municipal operator (only
where stormwater discharges are to occur)
r-y /IS, ?L AJ , e' i C? Cittok-
14A fe-
Completed, signed & notarized FR/O Form/ 4
Accurate application fee ($65.00 per acre
rounded up the next acre with no ceiling amount)
Nr'? Certificate of assumed name, if the owner is a
partnership
Name of Registered Agent (if applicable)
-&4r& Copy of the most current Deed for the site
NOTE: For the Express Permitting Option, inquire at the
local Regional Office for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature & purpose of
the construction activity ti/yr r?? `? t.
V Construction sequence related to erosion and *-6(3
sediment control (including installation of critical
measures prior to the initiation of the land-
disturbing activity & removal of measures after
areas they serve are permanently stabilized)
Bid specifications related only to erosion control
Al. fve-
Micinael Baker Engineering, Inc.
400 Executive Boulevard
P.O. Box 462
Elmsford, NY 10523
North Carolina DENR
Division of Land Resources
1612 Mail Service Center
Raleigh NC 27699-1612
881994
PAYMENT SUMMARY
VENDOR NO: 9635 PHONE NUMBER:
VOUCHER NO: 0003 212 644 VOUCHER DATE: 05/13/2009
REF. DOC. REFERENCE NUMBER REF. DATE DOCUMENT DISCOUNTIADJ NET
AMOUNT AMOUNT AMOUNT
INVOICE 12MAY09 05/12/2009 845.00 845.00
TOTALS
845.00
wenen naq
Kwhael Baker Engineering, Inc.
400 Executive Boulevard 62-115/311
P.O. Box 462
Elmsford, NY 10523
??#3A'tE CF?6CI??IEH
05/13/2009 0003212644
1' I t' t t I I
VALID FOR 180 DAYS
TO $********84,5_00
THE North Carolina DENR
ORDER Division of Land Resources
OF: 1612 Nail Service Center
Raleigh NC 27699-1612
Citizens Bank
919 North Market Street
Hilaington, DR 19801
111000032L2644116 1:03 L LO L L561: 669900045811'
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1 Project Name: Lick Creek Stream Restoration Project
2. Location of land-disturbing activity: County: Durham City or Township: Durham
Highway/Street: Olive Branch Road Latitude: 35°58'02"N Longitude: 78°46'44"W
3. Approximate date land-disturbing activity will commence: Fall 2009
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Stream Restoration
and Enhancement
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas): 12.8 Acres
6. Amount of fee enclosed: 845.00. The application fee of $65.00 per acre (rounded up to the next acre)
is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes: No Enclosed X_
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name: Joshua White E-mail Address: Jawhite(abmbakercorp.com
Telephone: [phone] Fax# [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
See Attached See Attached See Attached
Name Telephone Fax Number
See Attached See Attached
Current Mailing Address Current Street Address
See Attached See Attached
City State Zip City State Zip
10. Deed Book No. See Attached Page No. See Attached Provide a copy of the most current deed.
Part B.
1 Person(s) or firm(s) who are financially responsible for the land-disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Name: Talmage Layton E-mail Address: eculbersonAco.durham.nc.us
Current Mailing Address: 721 Foster Street
City, Durham State: NC Zip: 27701
Current Street Address: Same as Mailing Address
Telephone: [phone] Fax Number- 919-560-0563
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
N/A
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Talma a Layton Durham Soil and Water Conservation Chair
Type or print name Title or Authority
O's, X51e I X4?
a
?s-
Signature Date(
l SC`-' ?J • ' ' ,Q?? , a Notary Public of the County of
State of North Carolina, hereby certify that O appeared
personally before me this day and being duly sworn a nowledg d that the above form was
executed by him.
Witness my hand and notarial`p6#1ih, day of 1s111? , 200
MAR0
y 7.
NOTARY Notary
Seal PUBLIC
ty G? My commission expires O r 4 ao)
'????ijj .00
Financial Responsibility Form Attachment
Lick Creek Restoration Project
1. Matthew & Koren Kartes (2 parcels)
Deed Book: 004236, 004236 Page Number: 000556, 000556
Street Address: 401 Olive Branch RD, 452 Asbury CT
City, State, Zip: Durham, NC 27703
Telephone no.:
Fax no. • N/A
Email Address: N/A
Parcel ID 193391, 193431
Latitude & Longitude. (35.967°N, 78.783°W) (35.968°N, 78.783°W)
Property Size: 4.08 Acres, 0.47 Acres
2 Herbert W. & Mattie Lee Patrick
Deed Book. 000375 Page Number: 000713
Street Address: 427 Olive Branch Road
City, State, Zip: Durham, NC 27703
Telephone no.:
Fax no.: N/A
Email Address. N/A
Parcel ID: 193434
Latitude & Longitude: (35.966°N, 78.783°W)
Property Size: 16.3 Acres
3 Triple Crown Farm-Earnest W. Warner JR.
Deed Book: 01954 Page Number: 00149
Street Address: 5438 Wake Forest HWY
City, State, Zip: Durham, NC 27703
Telephone no.:
Fax no.: N/A
Email Address: N/A
Parcel ID: 193746
Latitude & Longitude: (35.977°N, 78.778°W)
Property Size: 176.2 Acres
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