20190522 Ver 1_401 Application_20190422

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
IP AM
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
X Section 404 Permit ❑ Section 10 Permit
1 90 5 2 2
1b. Specify Nationwide Permit (NW P) number: 13 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
X No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
X 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 X No
For the record only for Corps Permit:
❑ Yes X 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
X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
X No
2.
Project Information
2a.
Name of project:
WATA
2b.
County:
Watauga :'
2c.
Nearest municipality / town:
Boone
2d.
Subdivision name:
NA
2e.
NCDOT only, T.I.P. or state
project no:
N/A I
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Wachovia Bank NA Trustee, Roland B Potter Trust
3b.
Deed Book and Page No.
1059/455
3c.
Responsible Party (for LLC if
applicable):
N/A
3d.
Street address:
PO Box 13519
3e.
City, state, zip:
Arlington TX 76094
3f.
Telephone no.:
3g.
Fax no.:
N/A
3h.
Email address:
N/A
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:
Derek Goddard
4c. Business name
(if applicable):
BREC, PA
4d. Street address:
126 Executive Drive
4e. City, state, zip:
Wilkesboro, NC 28697
4f. Telephone no.:
336-844-4088
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Derek Goddard
5b. Business name
(if applicable):
Blue Ridge Environmental Consultants, P.A.
5c. Street address:
126 Executive Drive
5d. City, state, zip:
Wilkesboro, NC 28697
5e. Telephone no.:
336-844-4088
5f. Fax no.:
336-609-7726
5g. Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
2910154116000
1 b. Site coordinates (in decimal degrees):
Latitude: 36.208041 Longitude: - 81.672873
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
0.25 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Boone Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C;Tr
2c. River basin:
New River
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:
Commercial and Residential
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:
166 feet Perennial
3d. Explain the purpose of the proposed project:
To prevent bank erosion, specifically around the foundation of an existing structure adjacent to the creek. Please see
photos attached for erosion and exposure of the building foundation.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will repair and replace an existing CIP retaining wall in the same foot print and length as the existing wall.
Additionally the project will install a boulder fill slope against the foundation of the building to protect it from undermining.
Late model excavators will access the project from the channel. A stone access bed is planned to be constructed in the
channel and removed and restored back to natural bed elevations under the direction of the designer post construction.
Equipment will be removed from the water at the end of each days work. Because of the large CFS in this stream we ask
that the requirement to work in the dry be waived.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes X No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): Unknown
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 X 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

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes X No
6b. If yes, explain.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
Wetlands X 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
❑ Yes
Corps
W1 P T
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
El 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 XT
Access pad to be
removed
Boone Creek
X PER
❑ INT
X Corps
X DWQ
14
110
S2 X P ❑ T
Bank Stabilization
Boone Creek
X PER
❑ INT
X Corps
X DWQ
14
56
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 [-]PMT
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
166
3i. Comments:
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 indivii ually 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, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
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 DWO)
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.
❑ Neuse ❑Tar -Pamlico El Other:
Project is in which protected basin? NA
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
im act
required?
61 ❑ PEI T
El Yes
❑ No
B2 ❑P❑T
EI Yes
❑ No
63 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

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.
This impact is the only practical alternative to repair and protect the structure from bad erosion issues. Erosion control will
be adhered to for sensitive watersheds. At the end of each day the work will be stabilized.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Stringent erosion control standards for sensitive water sheds will be adhered too.. At the end of each day the work will be
stabilized. All work will be conducted from the banks whenever feasible. Limited contact with live water will occur. All
machinery is late model and in good working order.
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 X 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 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 X 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

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes X 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 ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
5%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
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?
Boone
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ 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
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
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)
1a.
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
❑ 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 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

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?
El 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?
http://www.ncnhp.org - http://www.saw.usace.army.miIMETLAND/esa - http://www.fws.gov/nc-es/es/es.html
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?
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?
http://www.hpo.ncdcr.gov
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: No rise to the flood way will occur and has been submitted to the
Town of Boone.
8c.
What source(s) did you use to make the floodplain determination? http://www.ncfloodmaps.com
Derek Goddard
� �,
4/18/2019
Applicant/Agent's Printed Name
—�Ug
Applica Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
Page 11 of 11

AGENT AUTHORIZATION FORM
Property legal Description
PIN::Llr�l
Address: 3 43 �W ( �cx,tC �C4
��d I r qVG
Property Owner : W 6-.,
Client.,
The undersigned, registered property owners of the above noted property, do hereby authorize
Derek Goddard of BR C, PA
(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 all standard and special conditions attached. '
Property Street Address (if different than property above):
S"A
We hereby certify the above Information submitted in this application is true and accurate to
the be4t of ouf knowledge,
is r
Authorized Signature- print and Sign
Date:

BOONE RADIO
BANK STABILIZATION & REPAIR
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TOPOGRAPHIC SURVEY:
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LICENSE # C-3576
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0 COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT
NORTH CAROLINA COUNTY MAP
(WATAUGA COUNTY)
SHEETINDEX
C000
COVER SHEET
C001
EXISTING CONDITIONS
C002
DEMOLITION PLAN
C100
SITE PLAN
C200
PHASE 1 GRADING PLAN
C201
PHASE 2 GRADING PLAN
C202
PHASE 3 GRADING PLAN
C203
FINAL PHASE GRADING PLAN
C204
CROSS SECTION PROFILE
C205
CROSS SECTION PROFILE
C900
DETAILS
C901
DETAILS
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STREAMIMPACTS
GENERAL NOTES
IMPACT
TYPE
LENGTH
1. CONTRACTOF
2. ALL WORK IS
BANK
3. ALL PERMITS
STABILIZATION &
PERMANENT
56-0"
4. EXISTING UTII
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REPLACEMENT
TEMPORARY
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REPLACE EXISTING FAILING
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ALONG EXTENTS OF WALL.
I �Lo
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SEE DET. 2/C900
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S
IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
0 BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
IRE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
ITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED
f ION.
S ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
HALL BE INCLUDED IN THE BASE BID.
RFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
3Y STATE INSPECTORS AT THEIR DISCRETION.
=ILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING BORROW
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MAINTENANCE PLAN
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2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL
REQUIREMENTS AND SHALL COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA
EROSION AND SEDIMENTATION CONTROL MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND
STORMWATER RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY
SEVEN DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE
KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS AND DATES MUST BE RECORDED AND
KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS SHOULD BE KEPT AND
VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY ACTIONS TO
CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER
AND GENERAL PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING
STORM EVENT AND MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE
FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH
HALF CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT
MAINTAINING PROPER EROSION CONTROL MEASURES AT ALL TIMES.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR
RESPONSIBLE FOR ALL DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND
PERMITTING.
2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT
DIG ALL UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
3. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR
THE DURATION OF CONSTRUCTION.
5. EXCAVATE ACCESS TO CHANNEL FROM EXISTING PARKING AREA. DEMO ONLY MINIMAL
RETAINING WALL NECESSARY TO COMPLETE CHANNEL ACCESS GRADING. STABILIZE ALL
ACCESS CHANNEL GRADING WITH STONE.
6. AFTER CHANNEL ACCESS IS STABILIZED, INSTALL COFFER DAM ALONG EXISTING TOE OF
CHANNEL TO SEGREGATE CONSTRUCTION AREA FROM CHANNEL BASE FLOW. COFFER DAM
CAN BE DEWATERED WITH PUMP EFFLUENT SILT BAG AS NEEDED TO PREVENT LOSS OF
SEDIMENT.
7. DEMO REMAINING PORTIONS OF RETAINING WALL AS DIRECTED BY WALL DESIGNER TO
FACILITATE SEQUENCED RECONSTRUCTION OF WALLS.
8. INSTALL ALL TOE STABILIZATION MATERIALS.
9. STABILIZE REMAINING AREAS WITH TEMPORARY OR PERMANENT LANDSCAPING.
10. AFTER CONSTRUCTION SURFACE IS COMPLETELY STABILIZED, REMOVE COFFER DAM AND ANY
EQUIPMENT FROM CHANNEL TO ALLOW CLOSURE OF CHANNEL ACCESS AND CONSTRUCTION
OF THE REMAINING WALL SEGMENT.
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CLASS:(
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31
MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING
DEMOLITION.
2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL
REQUIREMENTS AND SHALL COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA
EROSION AND SEDIMENTATION CONTROL MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND
STORMWATER RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY
SEVEN DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE
KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS AND DATES MUST BE RECORDED AND
KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS SHOULD BE KEPT AND
VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY ACTIONS TO
CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER
AND GENERAL PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING
STORM EVENT AND MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE
FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH
HALF CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7, CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT
MAINTAINING PROPER EROSION CONTROL MEASURES AT ALL TIMES.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR
RESPONSIBLE FOR ALL DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND
PERMITTING.
2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT
DIG ALL UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
3. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR
THE DURATION OF CONSTRUCTION.
5. EXCAVATE ACCESS TO CHANNEL FROM EXISTING PARKING AREA. DEMO ONLY MINIMAL
RETAINING WALL NECESSARY TO COMPLETE CHANNEL ACCESS GRADING. STABILIZE ALL
ACCESS CHANNEL GRADING WITH STONE.
6. AFTER CHANNEL ACCESS IS STABILIZED, INSTALL COFFER DAM ALONG EXISTING TOE OF
CHANNEL TO SEGREGATE CONSTRUCTION AREA FROM CHANNEL BASE FLOW. COFFER DAM
CAN BE DEWATERED WITH PUMP EFFLUENT SILT BAG AS NEEDED TO PREVENT LOSS OF
SEDIMENT,
7. DEMO REMAINING PORTIONS OF RETAINING WALL AS DIRECTED BY WALL DESIGNER TO
FACILITATE SEQUENCED RECONSTRUCTION OF WALLS.
8. INSTALL ALL TOE STABILIZATION MATERIALS.
9. STABILIZE REMAINING AREAS WITH TEMPORARY OR PERMANENT LANDSCAPING.
10. AFTER CONSTRUCTION SURFACE IS COMPLETELY STABILIZED, REMOVE COFFER DAM AND ANY
EQUIPMENT FROM CHANNEL TO ALLOW CLOSURE OF CHANNEL ACCESS AND CONSTRUCTION
OF THE REMAINING WALL SEGMENT.
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CLASS: C;TR:+ /
�ROJECTTO BE CONSTRUCTED
FROM THE ACTUAL CHANNEL.
CONTRACTOR MUST REMOVED
MACHINERY ABOVE HIGH WATER
MARK Qa THE END OF EACH DAY.
EXTRA CARE SHALL BE TAKEN TO
NOT HAVE INCIDENTAL FALL
BACK IN THE CHANNEL. PROTECT
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STABILIZATION
MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING
DEMOLITION.
2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL
REQUIREMENTS AND SHALL COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA
EROSION AND SEDIMENTATION CONTROL MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND
STORMWATER RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY
SEVEN DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE
KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS AND DATES MUST BE RECORDED AND
KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS SHOULD BE KEPT AND
VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY ACTIONS TO
CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER
AND GENERAL PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING
STORM EVENT AND MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE
FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH
HALF CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT
MAINTAINING PROPER EROSION CONTROL MEASURES AT ALL TIMES.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR
RESPONSIBLE FOR ALL DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND
PERMITTING,
2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT
DIG ALL UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
3. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR
THE DURATION OF CONSTRUCTION.
5. EXCAVATE ACCESS TO CHANNEL FROM EXISTING PARKING AREA. DEMO ONLY MINIMAL
RETAINING WALL NECESSARY TO COMPLETE CHANNEL ACCESS GRADING. STABILIZE ALL
ACCESS CHANNEL GRADING WITH STONE.
16. AFTER CHANNEL ACCESS IS STABILIZED, INSTALL COFFER DAM ALONG EXISTING TOE OF
CHANNEL TO SEGREGATE CONSTRUCTION AREA FROM CHANNEL BASE FLOW, COFFER DAM
CAN BE DEWATERED WITH PUMP EFFLUENT SILT BAG AS NEEDED TO PREVENT LOSS OF
SEDIMENT.
7. DEMO REMAINING PORTIONS OF RETAINING WALL AS DIRECTED BY WALL DESIGNER TO
FACILITATE SEQUENCED RECONSTRUCTION OF WALLS.
8. INSTALL ALL TOE STABILIZATION MATERIALS.
9. STABILIZE REMAINING AREAS WITH TEMPORARY OR PERMANENT LANDSCAPING:
10. AFTER CONSTRUCTION SURFACE IS COMPLETELY STABILIZED, REMOVE COFFER DAM AND ANY
EQUIPMENT FROM CHANNEL TO ALLOW CLOSURE OF CHANNEL ACCESS AND CONSTRUCTION
OF THE REMAINING WALL SEGMENT.
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BOONE CREEI
CLASS: CJR:
\� EFFEC
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MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING
DEMOLITION.
2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL
REQUIREMENTS AND SHALL COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA
EROSION AND SEDIMENTATION CONTROL MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND
STORMWATER RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY
SEVEN DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE
KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS AND DATES MUST BE RECORDED AND
KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS SHOULD BE KEPT AND
VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY ACTIONS TO
CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER
AND GENERAL PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING
STORM EVENT AND MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE
FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH
HALF CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT
MAINTAINING PROPER EROSION CONTROL MEASURES AT ALL TIMES.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR
RESPONSIBLE FOR ALL DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND
PERMITTING.
2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT
DIG ALL UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
3. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR
THE DURATION OF CONSTRUCTION.
5. EXCAVATE ACCESS TO CHANNEL FROM EXISTING PARKING AREA. DEMO ONLY MINIMAL
RETAINING WALL NECESSARY TO COMPLETE CHANNEL ACCESS GRADING. STABILIZE ALL
ACCESS CHANNEL GRADING WITH STONE.
6. AFTER CHANNEL ACCESS IS STABILIZED, INSTALL COFFER DAM ALONG EXISTING TOE OF
CHANNEL TO SEGREGATE CONSTRUCTION AREA FROM CHANNEL BASE FLOW. COFFER DAM
CAN BE DEWATERED WITH PUMP EFFLUENT SILT BAG AS NEEDED TO PREVENT LOSS OF
SEDIMENT.
7. DEMO REMAINING PORTIONS OF RETAINING WALL AS DIRECTED BY WALL DESIGNER TO
FACILITATE SEQUENCED RECONSTRUCTION OF WALLS.
8. INSTALL ALL TOE STABILIZATION MATERIALS.
9. STABILIZE REMAINING AREAS WITH TEMPORARY OR PERMANENT LANDSCAPING.
10. AFTER CONSTRUCTION SURFACE IS COMPLETELY STABILIZED, REMOVE COFFER DAM AND ANY
EQUIPMENT FROM CHANNEL TO ALLOW CLOSURE OF CHANNEL ACCESS AND CONSTRUCTION
OF THE REMAINING WALL SEGMENT.
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HOLES, SEE ARTICLE OF THE
STANDARD SPECIFICATIONS)
STONE DRAIN (FOR SUBSURFACE 6"_1
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SPECIFICATIONS)
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E&SC TEMPORARY SEEDING SCHEDULE
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER INCREASE FERTILIZER
RATE TO 1000 LB/ACRE IN THE FALL.
MULCH
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE
MULCHING MATERIAL. 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 IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME,
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
O COPYRIGHT 2019 BY BRED, P.A., ALL RIGHTS RESERVED, THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BRED, P.A. IS
1
C901
STREAM WORK PAD
3" CLEAN STONE WORK PAD
FEDERAL COPYRIGHT LAWS
EXISTING CREEK
BED TO REMAIN
7
UNDISTURBED
BY FINES UP TO 5100 rM PFP OFFFNSF.
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MOUNTAINS
SEEDING DATES
SPECIES
RATE (b/acre)
ABOVE 2500 FEET: FEB. 15 -MAY 15
BELOW 2500 FEET: FEB. 1 - MAY 1
RYE (GRAIN)
ANNUAL LESPEDEZA(KOREAN)
120
50
MAY 15 -AUG. 15
GERMAN MILLET
40
AUG. 15 -DEC. 15
RYE (GRAIN)
120
PIEDMONT
SEEDING DATES
SPECIES
RATE(Ib/acre)
JAN. 1 - MAY 1
RYE (GRAIN)
ANNUAL LESPEDEZA(KOBE)
120
50
MAY 1 -AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 20
RYE (GRAIN)
120
COASTAL PLAIN
SEEDING DATES
SPECIES
RATE (Ib/acre)
DEC. 1 -APRIL 15
RYE (GRAIN)
ANNUAL LESPEDEZA(KOBE)
120
50
APRIL 15- AUG* 15
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40
AUG. 15 - DEC. 30
RYE (GRAIN)
120
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER INCREASE FERTILIZER
RATE TO 1000 LB/ACRE IN THE FALL.
MULCH
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE
MULCHING MATERIAL. 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 IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME,
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
O COPYRIGHT 2019 BY BRED, P.A., ALL RIGHTS RESERVED, THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BRED, P.A. IS
1
C901
STREAM WORK PAD
3" CLEAN STONE WORK PAD
FEDERAL COPYRIGHT LAWS
EXISTING CREEK
BED TO REMAIN
7
UNDISTURBED
BY FINES UP TO 5100 rM PFP OFFFNSF.
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36° 12'26"N
NSoil Map—Watauga County, North Carolina
m
439380 439400 439420 439440 439460 439480 439500 439520
3
S Map Scale: 1:1,150 if printed on A landscape (11" x8.5") sheet
Meters
NN 0 15 30 60 90
/V
Feet
50 100 200 300
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UfM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
36° 12'26"N
439620
3
i.
S
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3/5/2019
Page 1 of 3

Soil Map—Watauga County, North Carolina
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CkE Chestnut-Ecineyville complex, 0.7 10.4%1
30 to 50 percent slopes,
stony
Ur Urban land 2.6 40.6%
Ux Urban land, flooded ! 3.2 49.0%
Totals for Area of Interest 6.6 100.0%
t51>n Natural Resources Web Soil Survey 3/5/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

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