20120964 Ver 1_401 Application_20121012

2050 Northpomt Drive • Suite A • Winston - Salem, NC 27106
896 -1300 phone 336 - 896 -1020 fax www geotec com
TO:
NC DWQ 401/Wetlands Unit
1650 Mail Service Center
Suite 250
Raleigh, NC 27699 -1650
WE ARE SENDING YOU:
X Attached
COPIES
3
2
5
5
1
5
2® 1 2 0 9 6 4
Letter of Transmittal
Date: 10/1/2012
GeoSci Job # 12.310
Coffey — Stream Bank Stabilization
FROM: John Butler
AtQ MAIM
r the following':
1"T I/PTION
S
Project
PCN Applications
PCN Fee Check - $240
USGS Ouad Mans
THESE ARE TRANSMITTED AS CHECKED BELOW:
0 For Approval Approved as Submitted
For Your Use Approved as Noted
0 As Requested Revise and resubmit/for your use
For Review and Comment Prints returned after review /use
For bids: Other: VF—@,L���
Time: Date:
REMARKS:
N I ICT 1 7 2012
Attached are construction drawings and PCN's for a stream stabilization pro
Salem, NC. Please contact me with questions or comments.
Signed:

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. Block 2507, Lot 10 PLAN NO. PARCEL ID: Forsyth County PIN 6824 -05- 9013.00
STREET ADDRESS: 2449 Ardmore Manor, Winston - Salem, NC 27103
Please print:
Property Owner: Larry B. Coffey
Property Owner: Snezana Bogdanovic Coffey
The undersigned, registered property owners of the above noted property, do hereby authorize
John A. Butler and Geoscience and Technology, PA , of Winston - Salem, NC
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: �� –0-36
We hereby certify the above information submitted in this application is true and accurate to the best of
our knowledge.
- D
AuthWigntur Authorized Signature 170CT 1 7 2012
Date:
Date:

October 2, 2012
NCDENR - DWQ
585 Waughtown Street
Winston - Salem, NC 27107
This letter is intended to clarify our plan for stream stabilization required at 2449 Ardmore Manor
Drive in Winston - Salem, NC. Please refer to our previously submitted plans and PCN in
reference to this letter.
This project is intended to repair erosion caused by Bottom Branch Creek. The erosion has
occurred in a stream bend, causing the stream bank to incise to near vertical.
Our intention is to restore a suitable bank profile without further loss of land by placing geolifts
and filling behind them with imported soil.
Work will be limited to periods of dry weather to the greatest extent possible but the work will be
performed in wet conditions. No pump around is planned due to the size and hydrologic nature of
the stream.
Please include this letter with our submitted plans and PCN. I am sure that the contractor can
keep impacts to the stream minimized while constructing the repairs. We will be providing
project testing and oversight throughout the process. I hope that this letter will serve to expedite
the approval of our plans.
If you have any questions, please call.
Thank you for allowing us to be of service.
Sincerely,
Geoscience & Technology, PA
John A. Butler
Project Engineer

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20 1 2096 4
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification PC Form
A. Applicant Information
1. Processing
�` t
1 a. Type(s) of approval sought from the
Corps:
El Section 404 Permit El Section 16 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d. 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
1f. 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:
2449 Ardmore Manor Stream Bank Stabilization
2b. County.
Forsyth
2c. Nearest municipality / town:
Winston -Salem
2d. Subdivision name:
Ardmore Manor
2e. NCDOT only, T.I P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Larry B. Coffey nCT 1 7 2012
3b. Deed Book and Page No.
db 2089, pg 3338
3c Responsible Party (for LLC if
applicable)-
N/A pENR - y►1A ale Branch
We�ande &
3d. Street address:
2449 Ardmore Manor
3e. City, state, zip:
Winston - Salem, NC
3f. Telephone no.:
336- 749 -0035
3g Fax no.:
336- 750 -0536
3h Email address:
Ibcoffey @coffeylaw.us
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
John A. Butler
5b. Business name
(if applicable):
Geoscience & Technology, P.A.
5c. Street address:
2050 Northpoint Drive
5d City, state, zip.
Winston - Salem, NC 27106
5e. Telephone no.:
336.896.1300
5f. Fax no.:
336.896.1020
5g. Email address:
cvi @geotec.com
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
6824 -05- 9013.00
Latitude: 36 -03 -54.2 Longitude: - 80 -16-
1 b. Site coordinates (in decimal degrees):
57.47
(DD DDDDDD) (- DD.DDDDDD)
1 c. Property size:
0.47 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Bottom Branch Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Yadkin- Pee Dee
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 site is a residential home site approximately 0.47 acres in size. The land uses in the immediate area are residential
as well Bottom Branch Creek transects the property. The stream is deeply incised at the repair location with near vertical
bank heights at the waters edge on the east side exceeding 6 feet in height due to bank erosion.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property.
180
3d. Explain the purpose of the proposed project:
The purpose of this project is to reclaim yard space lost due to bank erosion and prevent additional damage from
occurring.
3e. Describe the overall project in detail, including the type of equipment to be used:
The stream will be realigned to divert the erosive forces of the stream away from the yard and landscaped areas. Land
area lost to erosion will be replaced, and the stream banks will be armored to prevent aditional damage. This site will
require the following equipment; trackhoe, backhoe, walk behind vibratory roller, bobcat/mini- excavator.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑Yes ®No El Unknown
project (including all prior phases) in the past?
Comments:
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.
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.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 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 impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
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.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Ri -Ra /Geolifts
p p
Bottom Branch
Creek
® PER
❑ INT
® Corps
® DWQ
24 tob -tob
107
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
® Corps
❑ INT
® DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
32
31. Comments- Impact length measured at existing stream centerline.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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 individually list all open water impacts below.
4a. 4b 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed,
5a. I 5b.
Pond ID
number
then complete the chart below.
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Proposed use or purpose (acres)
of pond Flooded I Filled I Excavated Flooded I Filled I 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 any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number — Reason
Permanent (P) or for
Temporary (T) impact
B1 ❑P ❑T
B2 ❑P ❑T
B3 ❑P ❑T
6i Comments:
❑ Neuse ❑ Tar - Pamlico ❑ Other: Yadkin -Pee
Dee
❑ Catawba ❑ Randleman
6e. I 6f. I 6g.
Buffer
Stream name mitigation
required?
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
6h. Total buffer impacts
Zone 1 impact Zone 2 impact
(square feet) I (square feet)
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

D. `Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Single equipment access point provided and no additional access points will be allowed. Permanent hard reinforcement in
combination with vegetative stabilization methods determined to be only stable stream reinforcement technique due to existing
sod conditions and flows expected. Alternative methods such as root balls considered and determined to be unstable due to
large stream flows.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Banks will be stabilized as fill is placed Erosion control measures per the plan.
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
F-1 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 - ripanan 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 7 of 11
PCN Form — Version 1 3 December 10, 2008 Version

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
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f. Total buffer mitigation required:
6g. 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).
6h. Comments:
Page 8 of 11
PCN Form — Version 1.3 December 10, 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? If no, explain why.
❑ Yes El No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0 - No Change %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This is a repair project. No new
development of impervious area.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Winston -Salem /Forsyth County
® Phase II
3b. Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply).
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state - implemented Stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
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)?
1 c.
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
letter.)
❑ Yes
❑ No
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 2B .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.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
El Yes ®No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑Yes ®No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
El Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Physical observation of the surrounding area - heavily developed residential use. There is no habitat for the red -
cockaded woodpecker or the bog turtle per USFWS website.
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?
Class C urban creek. There is no essential fish habitat. Checked http: // ocean. floridamarine .org /efh— coral /ims /viewer.htm
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 State Historic Preservation Office Website; NC list of National Historic Register sites and recent
nominations. NC Office of State Archaeology website; list of archaeological sites.
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: This site is in a designated FEMA floodplain.
8c. What source(s) did you use to make the floodplain determination? FEMA (FIRM) flood map #3710682400J.
John A. Butler
Geoscience and Technology, PA
C�J���
10/1/12
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's sign We is valid only if an authorization letter from the applicant
is provided )
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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\ 5 \ \ N
\ \ \ \\ \ \ \\ \ EXISTING ROCK \
\ \` 10 EX. TRLE, E / I
\ PROVIDE KEY D CLASS "B" -RAP ITH N DOT \ \',; :, \
\ TYPE 2 GE ABRIC UNDERLINER �•!RIP- P ®n \ \ I
SHALL BE HAND CED - NO DU ED ST NE L `i \ f (MAX ABRIC GEOLIFTS o \ 1
BED ACCEPTED. KE RIP -RAP INTO EAM 8,077 \ 0 \\ (MX SLOPE 1:1)
PIER DETAIL THIS EET IN ALL LO G�A ONS ER EX. TREE
\ \ NATIVE kt K A�OWS.
12" BIRCH
\\ \ EING STREAM E ERLINE \ sp "\ \\ \ -I'
�ST \ f o
REMOVE ISTING WOOD FENCE AS REQUIRED FOR
\` \ \\ \\ \ \ ® \ \\ \ REPAIRS. R INSTALL FENCE ONCE REPA[RS ARE f
\ \ ® \\ \ COMPLETE A OWING MINIMUM 5 FEET CLEARANCE
\ \ 107 LF SCREAM IMPACT {S\TREAM LNGTHH \ " \ \\ \ BETWEEN NE TOP OF BANK AND FENCE.
\ 100 YEARFLOOD LINE
IPIP EX. TREE I ..
PR(�PFRN INF 1 \� \ ,.. I .' °' \� \� \ "i1,
\ \\ \\ \\ EXISTING;
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SHOWN APPROXIMATE. SEE NOTES
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GENERAL NOTES:
1. ALL DESIGN CONTOURS AND SPOT ELEVATIONS REFLECT
FINISHED GRADES.
2. EXISTING FEATURES AND TOPOGRAPHY ARE SHOWN PER A
FIELD SURVEY BY GEOSCIENCE & TECHNOLOGY, PA AS WELL
AS PUBLICLY AVAILABLE INFORMATION OF RECORD.
3. PERMANENT FILL SLOPES SHALL BE PLACED ON A
SUITABLE FOUNDATION AND SHALL BE CONSTRUCTED AT
2H:1V (HORIZONTAL TO VERTICAL) OR FLATTER, UNLESS
OTHERWISE NOTED ON THE PLANS.
4. ANY PERMITS REQUIRED FOR BORROW AND WASTE AREAS
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION
SHOWN IS SUBJECT TO A FINE.
6. CONTRACTOR SHALL INSTALL ANY EROSION CONTROL
MEASURES SHOWN ON THE PLAN PRIOR TO STARTING
GRADING OPERATIONS. NO DEVICE MAY BE REMOVED UNTIL
SITE IS STABILIZED. NO DEVICE MAY BE REMOVED WITHOUT
AUTHORIZATION FROM THE ENGINEER AND THE ACTING
NCDENRINSPECTOR.
7. THE CONTRACTOR SHALL BLEND NEW EARTHWORK
SMOOTHLY WITH EXISTING CONTOURS.
8. ALL DISTANCES ARE HORIZONTAL GROUND.
9. EXISTING UTILITIES SHOWN APPROXIMATE PER
INFORMATION OF RECORD AND A SURVEY BY GEOSCIENCE.
PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL
CONTACT A UTILITY LOCATING SERVICE SO THAT ACTUAL
UTILITY LOCATIONS CAN BE FIELD MARKED PRIOR TO
BEGINNING CONSTRUCTION. CONFLICTS WITH SITE
IMPROVEMENTS SHALL BE REPORTED TO THE ENGINEER
FOR RESOLUTION PRIOR TO CONSTRUCTION.
10. IF THE SITE IMPROVEMENTS SHOWN ARE DISCOVERED TO
BE IN CONFLICT WITH EXISTING SITE CONDITIONS, SHALL BE
CALLED TO THE ATTENTION OF THE ENGINEER PRIOR TO
PROCEEDING WITH WORK.
11, THE CONTRACTOR(S) SHALL CONTACT ALL OWNERS OF
EASEMENTS, UTILITIES AND RIGHT -OF -WAYS, PUBLIC OR
PRIVATE, PRIOR TO WORKING IN THESE AREAS.
12, DAMAGE TO EXISTING INFRASTRUCTURE (INCLUDING THE
EXISTING SANITARY SEWER) OCCURRING AS A RESULT OF
CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE
SOLE EXPENSE OF THE CONTRACTOR.
ADDITIONAL NOTES:
1. STABILIZATION IS THE BEST FORM OF EROSION
CONTROL. TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED
AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE. IN PARTICULAR:
A. GROUND STABILIZATION MUST BE ACHIEVED ON
PERIMETER AREAS AND ALL GRADED AREAS WITH
SLOPES EXCEEDING 3:1 WITHIN 7 DAYS.
B. GROUND STABILIZATION MUST BE ACHIEVED ON ALL
OTHER GRADED AREAS WITHIN 14 DAYS.
2. EROSION CONTROL BLANKETS SHALL BE PROVIDED
AS SHOWN. ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED AS DICTATED BY FIELD
CONDITIONS, THE ENGINEER AND /OR THE OWNER.
3. GROUND COVER SHALL BE ESTABLISHED ON
EXPOSED AREAS WITHIN 21 DAYS FOLLOWING ANY
PHASE OF GRADING. ALL EROSION AND SEDIMENT
CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY
STORM EVENT, BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY REPAIRS OR CLEANING
NECESSARY TO MAINTAIN EROSION AND SEDIMENT
CONTROL PRACTICES SHALL BE COMPLETED
IMMEDIATELY.
4. ALL SEEDED AREAS SHALL BE REFERTILIZED,
RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO THE SEEDING SCHEDULE.
5. REMOVE TEMP SILT FENCE, TEMPORARY DIVERSION
BERMS, ANY TEMP TREE PROTECTION FENCE, AND
SKIMMER BASINS AFTER THE SITE HAS BEEN
PERMANENTLY STABILIZED.
( IN FEET )
1 inch = 10 ft.
LEGEND:
,__ti ,. _.; ­ _, _„ ,- ,.
EXISTING TREE LINE
. • . • . • - - --
PROPERTY LINE (APPROXIMATE)
752
EXISTING CONTOURS @ 2' INTERVALS
750
EXISTING CONTOURS @ 10- INTERVALS
752
PROPOSED CONTOURS @ Z INTERVALS
750
PROPOSED CONTOURS @ 10' INTERVALS
o750
PROPOSED SPOT ELEVATION
i 0 0
EXISTING STREAM CENTERLINE
o d0
NEW STREAM CENTERLINE
VICINITY MAP
SCALE: T'= 1000't .
CONSTRUCTION SEQUENCE:
I,
1. CONTRACTOR SHALL ENSURE THAT ALL APPLICABLE PERMITS (FEDERAL, STATE, COUNTY, AND
LOCAL) AND APPROVALS HAVE BEEN OBTAINED PRIOR TO PROCEEDING WITH WORK ASSOCIATED
WITH THESE DOCUMENTS.
2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO MAKING A BID IN ORDER TO COMPENSATE FOR
ANY FIELD CONDITIONS THAT ARE NOT SHOWN ON THIS PLAN.
3. SCHEDULE A PRE - CONSTRUCTION CONFERENCE WITH OWNER, THE ENGINEER, AND ALL
CONTRACTORS ASSOCIATED WITH THE WORK.
4. FLAG THE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PLAN, DO NOT EXCEED PROPERTY
BOUNDARIES WITHOUT WRITTEN APPROVAL OF ADJACENT PROPERTY OWNERS. THE EXISTING
PROPERTY LINES ARE SHOWN APPROXIMATE.
5. HAVE ALL UNDERGROUND UTILITIES FIELD MARKED BY A LICENSED UTILITY LOCATION SERVICE OR
THE UTILITY OWNER AS NECESSARY TO AVOID DAMAGE TO UTILITIES.
6. ENSURE THAT ANY EROSION CONTROL DEVICES SHOWN ON THE PLAN ARE IN PLACE TO
BEGINNING WORK IN THE STREAK.
7. CHECK WEATHER CONDITIONS FOR THE WORK PERIOD. THE CONTRACTOR SHALL WORK DURING
PERIODS OF LOW STREAM FLOW.. THE CONTRACTOR SHALL SCHEDULE WORK TO COINCIDE WITH
PERIODS OF FAVORABLE WEATHER FORECASTS.
8. UNDERCUT SOFTMET SOILS AT SLIDE FACE TO EXPOSE FIRM SOIL. CONTACT ENGINEER TO
VERIFY UNDERCUT IS ACCEPTABLE. UNDERCUT REQUIREMENTS SHALL BE AT THE DISCRETION OF
THE ENGINEER AS DICTATED BY FIELD CONDITIONS.
9. LOCATE A SOURCE OF COHESIVE BACKFILL. CONTACT ENGINEER TO SCHEDULE AN INSPECTION OF
THE PROPOSED BACKFILL AT THE BORROW SITE PRIOR TO IMPORTING ANY BACKFILL TO THE SITE.
THE SUITABILITY OF THE BACKFILL SOURCE SHALL BE AT THE DISCRETION OF THE ENGINEER.
10. INSTALL CLASS "B" RIP-RAP TOE PROTECTION WITH GEOFABRIC LINER PER DETAIL THIS SHEET.
11. PLACE COMPACTED BACKFILL BEHIND THE RIP - RAP TOE PROTECTION. BACKFILL SHALL BE
COMPACTED TO AT LEAST 951/o MAXIMUM DRY DENSITY AS DETERMINED BY A STANDARD PROCTOR
TEST PERFORMED ON A REPRESENTATIVE SAMPLE OF THE FILL. IF THE CHARACTERISTICS OF THE
FILL SOURCE CHANGE, ADDITIONAL PROCTOR TESTS WILL BE REQUIRED CAUSING WORK DELAYS.
THE CONTRACTOR SHALL SCHEDULE ACCORDINGLY.
12. INSTALL GEOLIFTS WITH SOIL BACKFILL. BATTER LIFTS PER DETAIL.
13. ONCE FILL PLACEMENT IS COMPLETE AND APPROVED BY THE ENGINEER, SEED AND REINFORCE
THE REMAINING EXPOSED SLOPE WITH A BIODEGRADABLE STRAW /NET ROLLED EROSION CONTROL
PRODUCT (RECP). SEED AND MULCH ALL OTHER DISTURBED AREAS AS WELL.
14. INSTALL VEGETATION BETWEEN GEO LIFTS PER DETAIL AND INSTALLATION NOTES. CUTTINGS
SHALL BE INSTALLED IN THE DORMANT SEASON.
PROJECT NARRATIVE:
THIS PROJECT IS INTENDED TO STABILIZE THE STREAM BANK ONLY WITHIN THE LIMITS AS SHOWN ON
THIS PLAN.THE INTENTION OF THIS PROJECT IS TO RECLAIM THE STREAM BANK THAT HAS BEEN LOST
DUE TO EROSION. NO MAJOR STREAM REALIGNMENT IS INTENDED, STREAM IMPACT LENGTH, AS
MEASURED ALONG THE EXISTING STREAM CENTERLINE, SHALL NOT EXCEED 107 LF. STREAM
DISTURBANCE OUTSIDE THE LIMITS AS PERMITTED BY NCDENR -WATER QUALITY DIVISION MAY INCUR
FINES AND REPAIR OF DAMAGES OR BOTH. THIS PROJECT IS LOCATED WITHIN A FLOODPLAIN PER
FEMA FIRM 3710682400J.
NOTES:
SEED ALL FOCAL BARE AREAS PER
NC HWY 67 S1LAS CREEK PARKWAY
a
PERMANENT SEEDING SPECIFICATION.
<
1. EMBED RIP -RAP AS NATIVE ROCK IN
PROVIDE BIODEGRADEABLE
` _,
STREAM BED ALLOWS.
KAYWOOD LANE
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LIVE STAKING PER SPECIES LIST
ARDMORE MANO
W BENCH. SEED WITH RIPARIAN
SITE
\ ARDMORE MANOR
i
900 GRAM/ SQUARE -'-
i
4811
METER COAIR FABRIC
VICINITY MAP
SCALE: T'= 1000't .
CONSTRUCTION SEQUENCE:
I,
1. CONTRACTOR SHALL ENSURE THAT ALL APPLICABLE PERMITS (FEDERAL, STATE, COUNTY, AND
LOCAL) AND APPROVALS HAVE BEEN OBTAINED PRIOR TO PROCEEDING WITH WORK ASSOCIATED
WITH THESE DOCUMENTS.
2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO MAKING A BID IN ORDER TO COMPENSATE FOR
ANY FIELD CONDITIONS THAT ARE NOT SHOWN ON THIS PLAN.
3. SCHEDULE A PRE - CONSTRUCTION CONFERENCE WITH OWNER, THE ENGINEER, AND ALL
CONTRACTORS ASSOCIATED WITH THE WORK.
4. FLAG THE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PLAN, DO NOT EXCEED PROPERTY
BOUNDARIES WITHOUT WRITTEN APPROVAL OF ADJACENT PROPERTY OWNERS. THE EXISTING
PROPERTY LINES ARE SHOWN APPROXIMATE.
5. HAVE ALL UNDERGROUND UTILITIES FIELD MARKED BY A LICENSED UTILITY LOCATION SERVICE OR
THE UTILITY OWNER AS NECESSARY TO AVOID DAMAGE TO UTILITIES.
6. ENSURE THAT ANY EROSION CONTROL DEVICES SHOWN ON THE PLAN ARE IN PLACE TO
BEGINNING WORK IN THE STREAK.
7. CHECK WEATHER CONDITIONS FOR THE WORK PERIOD. THE CONTRACTOR SHALL WORK DURING
PERIODS OF LOW STREAM FLOW.. THE CONTRACTOR SHALL SCHEDULE WORK TO COINCIDE WITH
PERIODS OF FAVORABLE WEATHER FORECASTS.
8. UNDERCUT SOFTMET SOILS AT SLIDE FACE TO EXPOSE FIRM SOIL. CONTACT ENGINEER TO
VERIFY UNDERCUT IS ACCEPTABLE. UNDERCUT REQUIREMENTS SHALL BE AT THE DISCRETION OF
THE ENGINEER AS DICTATED BY FIELD CONDITIONS.
9. LOCATE A SOURCE OF COHESIVE BACKFILL. CONTACT ENGINEER TO SCHEDULE AN INSPECTION OF
THE PROPOSED BACKFILL AT THE BORROW SITE PRIOR TO IMPORTING ANY BACKFILL TO THE SITE.
THE SUITABILITY OF THE BACKFILL SOURCE SHALL BE AT THE DISCRETION OF THE ENGINEER.
10. INSTALL CLASS "B" RIP-RAP TOE PROTECTION WITH GEOFABRIC LINER PER DETAIL THIS SHEET.
11. PLACE COMPACTED BACKFILL BEHIND THE RIP - RAP TOE PROTECTION. BACKFILL SHALL BE
COMPACTED TO AT LEAST 951/o MAXIMUM DRY DENSITY AS DETERMINED BY A STANDARD PROCTOR
TEST PERFORMED ON A REPRESENTATIVE SAMPLE OF THE FILL. IF THE CHARACTERISTICS OF THE
FILL SOURCE CHANGE, ADDITIONAL PROCTOR TESTS WILL BE REQUIRED CAUSING WORK DELAYS.
THE CONTRACTOR SHALL SCHEDULE ACCORDINGLY.
12. INSTALL GEOLIFTS WITH SOIL BACKFILL. BATTER LIFTS PER DETAIL.
13. ONCE FILL PLACEMENT IS COMPLETE AND APPROVED BY THE ENGINEER, SEED AND REINFORCE
THE REMAINING EXPOSED SLOPE WITH A BIODEGRADABLE STRAW /NET ROLLED EROSION CONTROL
PRODUCT (RECP). SEED AND MULCH ALL OTHER DISTURBED AREAS AS WELL.
14. INSTALL VEGETATION BETWEEN GEO LIFTS PER DETAIL AND INSTALLATION NOTES. CUTTINGS
SHALL BE INSTALLED IN THE DORMANT SEASON.
PROJECT NARRATIVE:
THIS PROJECT IS INTENDED TO STABILIZE THE STREAM BANK ONLY WITHIN THE LIMITS AS SHOWN ON
THIS PLAN.THE INTENTION OF THIS PROJECT IS TO RECLAIM THE STREAM BANK THAT HAS BEEN LOST
DUE TO EROSION. NO MAJOR STREAM REALIGNMENT IS INTENDED, STREAM IMPACT LENGTH, AS
MEASURED ALONG THE EXISTING STREAM CENTERLINE, SHALL NOT EXCEED 107 LF. STREAM
DISTURBANCE OUTSIDE THE LIMITS AS PERMITTED BY NCDENR -WATER QUALITY DIVISION MAY INCUR
FINES AND REPAIR OF DAMAGES OR BOTH. THIS PROJECT IS LOCATED WITHIN A FLOODPLAIN PER
FEMA FIRM 3710682400J.
NOTES:
SEED ALL FOCAL BARE AREAS PER
a
PERMANENT SEEDING SPECIFICATION.
<
1. EMBED RIP -RAP AS NATIVE ROCK IN
PROVIDE BIODEGRADEABLE
STREAM BED ALLOWS.
STRAW /PLASTIC NET SLOPE PROTECTION.
2. SEE DETAILED GEOLIFT CONSTRUCTION
NATIVE BORROW OR IMPORTED
SEQUENCE ON SHEET C2.
TOPSOIL COMPACTED WITH
EXCAVATOR BUCKET
i
LIVE STAKING PER SPECIES LIST
l
W BENCH. SEED WITH RIPARIAN
MIX. MULCH WITH STRAW
900 GRAM/ SQUARE -'-
4811
METER COAIR FABRIC
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COMPACTED
SELECT FILL
24" EMBEDMENT
CLASS "B" RIP -RAP. HAND
PLACEMENT ONLY. MIN.
THICKNESS 18".
SECTION A - A
STREAM CHANNEL TYPICAL SECTION
NCDOT TYPE 2 FILTER
WITH RIP -RAP & GEOLIFTS
FABRIC UNDERLINER.
ANCHOR FABRIC AS SHOWN.
(NOT TO SCALE)
OCT 1 7 2012
JR
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REVISIONS
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1. 900 GRAM/SQ. MATER COIR FABRIC SHALL BE )♦ AS FABRIC MATERIAL.
6. SEE LIVE MATTRESS SPECIFICATIONS THIS SHEET.
CONSTRUCTION SEQUENCE:
1. THE CONTRACTOR SHALL ONLY CONDUCT STREAM BANK AND BED WORK THAT CAN BE
COMPLETED . • STABILIZED WITHIN A DAY.
STREAM 2. SCHEDULE WORK TO COINCIDE WITH cPERIODS OF FAVORABLE WEATHER AND SUBSEQUEN
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LIVE STAKING SPECIFICATIONS AND INSTALLATION
1. SCOPE
The work shall consist of furnishing and installing or planting live plant materials on streambanks and eroding slopes to stabilize the bank a nd control erosion.
2. MATERIALS
All materials furnished shall most the following requirements unless otherwise specified In section 9 of this specification:
General - Plant materials shall be live, viable woody vegetation free of insects and diseases. The plants shall consist of the species which will root, such as Salix species (willow), Comus species (dogwood),
alnus species (alder), or as specified on the drawings or in section 9 of this specification. The plant materials shall be from commercial sources or shall be harvested from existing local stands as specified in
section 9 of this specification.
Root systems and limbs shall be kept intact and undamaged. Pruning cuts or cuts for live unrooted cuttings shall be smooth as not to damage the remaining bark of the plant.
Live stakes shall be living, woody plant cuttings with side branches removed and the bark intact. They shall be prepared from 1/2 inch to 2 Inch diameter stock and out into lengths that will reach sustainable soil
moisture when installed, generally 2 to 5 feet. The basal or butt ends shall be cleanly cut at an angle to facilitate easy insertion into the soil. The top shall be cut square or blunt. Pilot holes may be required
depending on soil conditions.
Dead Stout Stakes shall be cut to a minimum length of 24 Inches from untreated 2 x 4 inch lumber. Each length shall be cut diagonally across the 4 inch face, to produce two dead stout stakes.
The diagonal cut shall begin and end 118 to 1/4 Inch from the edge of the piece so the finished stake has a 1/8 to 1/4 inch t1p. Only sound lumber shall be used.
Vegetated Geogrids will consist of live plant materials or cuttings between wrapped soil lifts.
3. HARVESTING INDIGENOUS SPECIES
The plant materials shall be harvested from existing stands of living woody vegetation. The harvested plant materials shall be one of the following listed species and determined suitable by the engineer.
Comus amomum, Silky Dogwood
Cephalanthus occidentalis, Butionbush
Physocarpus opulifollus, Ninebark
Salix sericea, Silky Willow
Sambucus canadensis, American Elderberry
Live cuttings shall be securely bundled at the collection site with branches and limbs kept intact and transported in enclosed or covered vehicles.
Cuttings shall be stored out of direct sunlight, in a cool shaded location, sprayed with water and covered with a wet tarp.
Cuttings should be Installed within 24 hours of harvest.
Live cuttings that cannot be Installed within 24 hours shall be placed in storage at 40 °F to 50 °F.
Cuttings shall be refrigerated, if the air temperature is above 50 °F.
rior to installation the cutting shall be placed (cut ends) in water for 24 hours to allow for uptake of water by the cutting.
4. PLANT MATERIALS FROM COMMERCIAL SOURCES
Plant material from commercial sources shah be harvested Just before shipment to the site or harvested no earlier than two months before planting and put in refrigerated storage at 40 °F to
50 °F. When shipped, plants shall be transported in enclosed or covered vehicles and scheduled to arrive on site within 24 hours. The plants shall be bundled and packed to prevent damage to
the bark, limbs, or root systems. All bare root plants shall be treated with a root gel to prevent drying.
Plant materials should be planted the day they arrive on site. Plants that cannot be planted the day of arrival shall be stored onsfte and protected from wind, direct sunlight, drying out or other
damage. Cuttings shall be stored to protect them from them from drying out by keeping them In a cool place and damp. Cuttings or unrooted stock not planted within two days after arrival on the
site shall be discarded unless refrigerated at 40 °F to 50 °F. Discarded materials shall be replaced from commercial sources at this Contractor's expense.
5. TIMING OF PREPARATION, INSTALLATION, AND PLANTING
All planting of woody vegetation shall be accomplished during the dormant season between October 1 and May 15.
Installation of plant materials should begin concurrently with the earth moving operations and should be completed no later than 10 days after the slope has been prepared. When the planting is
delayed beyond 10 days, the slope shall be protected from erosion by mulching with straw at the rate of 2 tons per acre or Instaliing erosion control blankets.
6. INSTALLATION
Live stakes shall be installed in the configuration, spacing, and areas shown on the drawings. The cuttings shall be tamped into the ground at right angles to the slope to a minimum depth of 18
Inches for a firm hold. Where soils are soft and 24 inch stakes are not solid (i.e., If they can be moved by hand) 36 inch stakes s!hali be used. Where soils are so compacted or frozen that 24 inch
stakes cannot be tamped Into the ground without splitting, pilot holes shall be drilled using an auger or reinforcing rod. Pilot holes shall be narrower in diameter than the live stakes.
Vegetated geogrids incorporate brush layers with natural or synthetic geotextile materials wrapped around each soil lift. Starting at the bottom of the slope, the bank shalt be excavated to a
depth of 2 feet. Live brush shall be placed horizontally, on the contour, in a crisscross manner. The brush shall be 5 feet in length and placed at the rate of 5 stems per linear foot.
7. PLANTING ROOTED STOCK
Bare Rooted Cuttings, Seedlings or Trees shall be dipped in a root gel just prior to planting. Holes for plants shall be made by a planting bar or shovel In the prepared slope. The holes shall be
of sufficient size to permit placing the plant without bending the root. Plants shall be placed In the holes to the same depth as they were originally growing.
Rooted cuttings or seedlings shall be planted on approximately 5 foot centers in rows or randomly along the contour of the slope. Rows shall be 5 feet apart and plants shall be staggered from row to
row. Random planting and use of multiple species will contribute to a more natural appearance.
Holes made with a shovel shall be filled with excavated soil and pressed firmly around the roots up to the ground surface. Holes made with a planting bar may be closed with the planting bar
firming the soil at the bottom of the hole first and then firming the soil at the top. All spaces within one foot of the plant shall be filled with soil and compacted assure not air spaces remain.
Any plant materials damaged during Installation or determined to be unsuitable by the engineer shall be removed and replaced at the Contractor's expense.
7/11/12 -NOTES
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Figure 9. Locations — positions of rocks andfooters in relation to channel shape and depths.
M
HOOK CONSTRUCTION
(NOT TO SCALE, SEE SHEET C1 FOR PLACEMENT AND LENGTH REQU11REMENTS)
Table 6.10a
Temporary Seeding
Recommendations for Late
Winter and Early Spring
6.10,4
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean In Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains —Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont —Jan. 1 - May 1
Coastal Plain- -Dec.1 -Apr. 15
Soli amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750 Iblacre 10 -10 -10 fertilizer,
Mulch
Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize If growth Is not fully adequate. Reseed, referlllize and mulch
immediately following erosion or other, damage.
Q
Table 6.14a
Muicning Materials ana application males
Material
Rate Per Acre
Quality
Notes
Organic Mulches
CL
i
Straw
1 -2 tons
Dry, unchopped,
Should come from wheat or oats;
0
Z
unweathered; avoid
spread by hand or machine; must
L)
weeds.
be tacked down.
Wood chips
5-6 tons
Air dry
Treat with 12 Ibs nitrogen/ton. Apply
c
0
with mulch blower, chip handier, or
0
Qa
to
by hand. Not for use in One turf.
Wood fiber
0.5 -1 tons
Also referred to as wood cellulose.
<
CD
May be hydroseeded. Do not use in
Cry &
�.
oe
hot, dry weather.
Bark
35 cubic yards
Air.dry, shredded or
Apply with mulch blower, chip
L o!
as
hammer- milled, or chips.
handler, or by hand. Do not use
o
s°
asphalt tack.
Corn stalks
4 -5 tons
Cut or shredded In 4-6
Apply with mulch blower or by hand.
Q;
as C�
in. lengths.
Not for use in fine turf.
Sericea
1-3 tons
Green or dry; should
lespedeza
i` / cm
contain mature seed.
seed - bearing
stems
0
0
(l
Nets and Mats'
Z:'
Jute net
Cover area
Heavy, uniform; woven
Withstands waterfiow. Best when
of single jute yam.
used with organic mulch.
Fiberglass net
Cover area
Withstands waternow. Best when
SEAL om Q
- cn -A 0 -3172
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®�® ev®
used with organic mulch.
Excelsior
Cover area
Withstands waterfiow.
(wood fiber)
mat
Fiberglass roving
0.5.1 tons
Continuous fibers of
Apply with a compressed air ejector.
drawn glass bound
Tack with emulsified asphalt at a
together with a non -toxic
rate of 25 -35 gal /1,000 sq ft. .
agent.
Chemical StabilizerV
Aquatain
follow
Not beneficial to plant growth.
Aerospray
manufacturer's
Curasol AK
specifications
Petroset SB
Terra Tack
Crust 500
Genaqua 743
M -145
'Refer to Practice No. 6.30, Grass Lined Channels.
zUse of trade names does not imply endorsement of product.
6.14.2
Table 6,10b
Temporary Seeding
Recommendations for
Summer
Table 6,111
Seeding No. 2P for Gentle
Slopes, Average Soil; Low
Maintenance
6.11.20
Practice Standards and Specifications
Seeding mixture
Species Rate (Iblacre)
German millet 40
In the Piedmont and Mountains, a small- stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains --May 15 - Aug. 15
Piedmont --May 1 -Aug, 15
Coastal Plain —Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750 Iblacre 10 -10 -10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw bytacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize If growth is not fully adequate. Reseed, refertiiize and mulch
Immediately following erosion or other damage.
Seeding mixture
species' Rate (lb /acre)
Tail fescue 80
Sericea lespedeza 20
Kobeiespedaza 10
Seeding notes
1. After Aug. 15, use unsearified sedcea seed.
2. Where periodic mowing is planned or a neat appearance Is desired,
omit sericea and Increase Kobe lespedeza to 40 Iblacre.
3. To extend spring seeding dates Into .tune, add 15 Iblacre hulled
Bermudagrass. However, after mid -Apr. it is preferable to seed
temporary cover.
Nurse plants
Between May 1 and Aug. 15, add 10 Iblacre German millet or 15 ib/
acre Sudengrass. Prior to May 1 or after Aug. 15, add 40 Iblacre rye
(grain).
Seeding dates
Best Possible
Fall: Aug. 25 - Sept, 15 Aug, 20 - Oct. 25
Late Winter. Feb. 15 - Mar. 21 Feb. 1 -Apr. 15
Fall Is best for tall fescue and late winter for lespedezas. Overseeding
of Kobe lespedeza over fall - leaded tail fescue Is very effective.
Sol amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 Iblacre
ground agricultural limestone and 1,000 Iblacre 10 -10 -10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, netting, or roving or by
crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Refertilize In the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowing is not necessary. Reseed,
fertilize, and mulch damaged areas immediately.
'Refer to Appendix 8.02 for botanical names.
6.10.5
`'REVISIONS
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