20161024 Ver 1_More Info Received_20170515

May 12, 2017
To Whom it May Concern
RE: Notice of Violation and Recommendation for Enforcement — Correction NOV 2016 — PC — 0451
US 19E Spruce Pine Batch Company Mitchell County 6061
Please see attached revised plans and PCN.
Thanks,
Derek S Goddard
126 Executive Dr., Suite 220 Q
Wilkesboro, NC 28697

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the
Corps:
X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 & 39 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
X No
1d.
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 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
1 g.
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:
Spruce Pine Batch Company Pipe Maintenance
2b.
County:
Mitchell
2c.
Nearest municipality / town:
Spruce Pine
2d. Subdivision name:
NA
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Tom Littleton
3b.
Deed Book and Page No.
336/462
3c.
Responsible Party (for LLC if
applicable):
N/A
3d.
Street address:
PO Box 159
3e. City, state, zip:
Spruce Pine, NC 28777
3f.
Telephone no.:
NA
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
X 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:
Derek Goddard
5b. Business name
(if applicable):
Blue Ridge Environmental Consultants, P.A.
5c. Street address:
467 Calloway Gap Rd.
5d. City, state, zip:
West Jefferson, NC 28694
5e. Telephone no.:
828-964-9349
5f. Fax no.:
N/A
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
0789-00-08-8767
1 b. Site coordinates (in decimal degrees):
Latitude: 35.905839° Longitude: -82.103890°
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
13.215 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to Brushy Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C, Tr
2c. River basin:
French Broad
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:
Rural Residential/open area. Old Drive In Movie Theater
3b. List the total estimated acreage of all existing wetlands on the property:
0 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
800 +/- Perennial
3d. Explain the purpose of the proposed project:
To repair, maintain, and replace existing culvert. The culvert was not big enough/started to fail, and had reached it's
practical life span. 185' of pipe will be removed and the creek will be restored. A site plan is included. The business will be
expanded and must accommodate truck turns and deliveries from a 60' tractor & trailer. Note the site constants a power
row & gas row. A truck turning radius is also included.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project has installed 300 linear feet of 36" CMP in an effort to repair, maintain, and replace a preexisting 12" RC pipe
that started to fail 2 years ago. The pipe is perched because the contractor encountered stone. A waiver from the GC is
requested. 185' of pipe will be removed and the channel restored. 300' of pipe will remain.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes X No El 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.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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
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
El No
[I 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 PX T
Culvert Replace
UT to Brushy
Creek
X PER
❑ INT
X Corps
X DWQ
3
300
S2 P X T
Restoration
UT to Brushy
Creek
X PER
F1 INT
X Corps
DWQ
3
185
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
485
3i. Comments:
Page 4 of 10
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 ❑ PEI T
03 ❑P❑T
04 ❑ PEI T
0. 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 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.
❑ Neuse ❑ Tar -Pamlico ❑ 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 ❑P❑T
❑Yes
❑ No
62 ❑P❑T
El Yes
❑ No
133 ❑P❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This impact is the only practical alternative to repair the failed pipe. Erosion control will be adhered to for sensitive
watersheds. Note on the Attached Site Plan that truck Radi are required for trucks to safely turn in to and out of the site.
The proposed development of the property was analyzed in several interactions. The gas and electrical line row's
severely limit the landowner's access to feasible property on his site. The attached site plan was condensed to the
smallest footprint possible to avoid and minimize impacts to waters of the US/state.
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. A stream pump around will be utilized
during restoration.
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
❑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 6 of 10
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 7 of 10

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 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?
17 %
2b.
Does this project require a Stormwater Management Plan?
X Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: Project is in forested, rural setting. All
stormwater is diffuse flow over vegetated surfaces. No impervious development is planned.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The sediment basin will be converted to a wet pond to treat impervious — per plans.
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
X DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
N/A
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
El USMP❑
apply (check all that apply):
Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes X 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
attached?
❑ Yes X No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
X Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
X Yes ❑ No
Page 8 of 10
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
❑ 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):
See Attached
Letter NOV 2016 -PC -0451
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.
The project installed a pipe where a pipe alerady exisited creating no net loss of channel. Therefore the cummulative
impact is/was temporary and no more than was previously exisiting.
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 9 of 10
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 - hftp://www.saw.usace.army.mi[METLAND/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?
hftp://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.
8c. What source(s) did you use to make the floodplain determination? http://www.ncfloodmaps.com
Derek Goddard
05/122017
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 10 of 10

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INQUIRY #: 4736714.1 4
YEAR: 1988 iWl
= 500' (rEDR MRIC
.�

r Sep. 29. 2016 1:45Al spruce pine hatch No.4448 F. 1
North Carolina Department of Human Resources
Western Regional Office • Black Mountain 28711
James G. Martin, Governor October 15, 1985 Phillip J. Kirk, Jr.,`Seereriy
Mr, Charles Canipe, Sanitarian
Mitchell County Health Department
Post Office Box 432
Bakersvilie, North Carolina 28705
RE: Evaluation of a Portion of.
Littleton Property Off US19
Near Spruce pine
Dear Charles,
On September 5, 1985, you and Y evaluated a portion of the above referenced
property to determine the suitability for a ground absorption sewage treatment
and disposal system. A large building has already been constructed on this
site, and it is my'understanding the owner plans to operate a small manufacturing
plant..
At the time of our site visit, property lines were not clearly marked and the
evaluation was conducted only in the area in front of the building. This area
consists of driveway and parking spaces for a drive—in theater no longer in use.
The theater had been constructed in a large drainage area with a stream apparently
piped underneath. The majority of the theater viewing area appears to have been
constructed on fill material,
The area which we evaluated is unsuitable for any type ground absorption sewage
trea anent and disposal system for the following reasons:
1. There is no evidence of naturally occurring soil in the area evaluated.
North Carolina Laws and Rules for Sanitary Sewage Collection, Treatment,
and Disposal require 12 inches of naturally occurring soil be present
beneath the base of a nitrification trench (paragraphs .1943, .1950(b),
and .1956(1)).
2. There is no evidence the fill material was properly placed in accordance
with paragraph .1950(b),
3, Textures of the fill material are highly variable, and sand to sandy clay..
Paragraph .1950 (b) requires that fill used in ground absorption sewage
systems "shall have such soil texture to be Classified as sand, loamy sand,
loam or sandy loam."

IF
Sep -29, 2016 1:45PM spruce pine batch
No. 4448 P. 2
Mr. Charles Canipe
PP2
October 15, 1985
4. There is evidence of a seasonally high or perched water table in the area
we evaluated (paragraphs .1942, .1950(c)(1), and .1956(1)).
During our evaluation, I suggested the property owner should clearly mark the
property lines in order to determine if apace for a system is available in
undisturbed areas.behind or beside the building. If these areas are not part
of the property, the owner may want to� explore the option of buying or otherwise
obtaining use of the areas (after an authorized site evaluation by the health
department).
If I can be of further assistance, please contact me through the Western Regional
Office in Black Mountain,
CAS:dmh
cc; Steve Steinheek
Roma Bax ey
.r ,
Sincerely,
e�6JJ -
`Charles A. Slagle
Soil Specialist

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Additional Purpose Need and Minimization Details
The owner wishes to expand his business and the only practical place is where we have shown the
expansion on the plans due to ROW'S and availability of land on his property. Truck turn radii and safety
are paramount concerns when designing the site. We have designed the site so that fire access and a
tractor and trailer can navigate the site and access all sides of the structures for deliveries and pickups.
In doing so we must impact 300' of stream A timeline and the plans show the truck turning template for
your review.

LITTLETON 404/401
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US HWY 19E
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VICINITY MAP (NTS)
TOPOGRAPHIC SURVEY:
BLUE RIDGE GEOMATICS, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3576
NORTH CAROLINA COUNTY MAP
(MITCHELL COUNTY)
SHEETINDEX
C000 COVER SHEET
ENGINEER: C100 RESTORATION PLAN
BREC, PA C101 PLAN & PROFILE
126 EXECUTIVE DRIVE - SUITE 220 C200 SITE PLAN WITH TRUCK TURN MOVEMENTS
C900 DETAILS
WILKESBORO, NC 28697 C901 DETAILS
LICENSE: C-3448
CITY/TOWN: SPRUCE PINE, NC SITE COORDINATES: LATITUDE = 35.9059330 N LONGITUDE = -82.104585° W
V COPYRIGHT 2015 BY BREC. PA.. ALL RIGHTS RESERVED. THIS PLAN MAY NOTBE RE USED, SOLD.LOANED. ORGIVENT00THERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC.P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHAR 78YFINESUPTO$100,000PEROFFENSE.
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C900
STREAABANK
STREAM BANK
/I
FLOW
WATER SURFACE .--i
VABOVE
ELEVATION \ _ -
BASEFLOW
✓/ - ij�/
(7 MIN.)
`NO GAPS�I
...
BETWEEN
CHANNEL BEDIWORK AREA
SECTION B -B'
PUMP AROUND
30 MIL POLY
RIPRAP FLOW
DISSIPATOR
SANDBAGS
STREAM BANK
/I
FLOW
JOFPROPOSED
m 1
DISSIPATION
FLOODPLAIN BENCH
DEVICE —
Y / \
`NO GAPS�I
...
BETWEEN
CHANNEL BEDIWORK AREA
-
STREAMBED
ELEV. •/
FOOTER BOULDERS
WILL BE PLACED INTO
A
THE EXISTING SUBSTRATE
AT ELEVATION SHOWN ON
DOWNSTREAM POOL
LONGITUDINAL PROFILE
DIAMETER
FLOW DIRECTION
❑
PUMP
B
PUMPED EFFLUENT
DEWATERING DEVICE SEE
DETAIL PROVIDED
PLAN
RIPARIAN PLANTING PLAN
BARE ROOTS WILL BE SELECTED FROM THE NATIVE VEGETATION SPECIES LISTED BELOW. TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 320 TREES PER ACRE AT MATURITY.
TO ACHIEVE THIS
DENS" ' APPROXIMATELY 436 (10x10 SPACING) TO 661 I9A SPACING) TREES PER ACRE SHOULD BE PLANTED INITIALLY, SHRUBS SHOULD BE PLANTED AT A DENS" SUFFICIENT
TO PROVIDE 12DD SHRUBS PER ACRE. NO MORE THAN 20% OF ANY SPECIES SHALL BE USED. PLUGS SHALL BE USED AT THE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT.
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
SHRUBS
COMMON NAME SCIENTIFIC NAME
'BUITONSUSH CEPHALANTHUS OCCIDENTALIS
AMERICAN WITCH K42EL HAMAMELISVIRGINIANA
'TAG ALDER ALNUSSERRULATA
'CAROLINAWILLOW SAUXCAROLINIANA
'ELDERBERRY SAMBUCUS GANADENSIS
RED CHOKEBERRY ARONl4 ARBU71FOLW
'SILKY DOGWOOD CORNUSAMOMUIN
'SILKYWILLOW SALT SERICFA
WINTERBERRY ILEX VERTICILLATA
-NINEBARK P14YSOCARPUS
TREES
-BLACK WALNUT JUGLANS NIGRA
N'BLACK WILLOW SAUX NIGRA
-BLACKGUM NYSSA SYLVATICA
^GREEN ASH FRAU US PENNSYLVANICA
-RED MAP) E ACER RUBRUM
"RIVER BIRCH BETULA NIGRA
_
SILVER MAPLE ACER SACCHARINUM
" SWEETGUM LIOUIDAMBAR STYRACIFLUA
_SYCAMORE PLANTANUS OCCIDENTALIS
^EASTERN HEMLOCK TSUGA CANADENSIS
'SPECIES TO USE FOR LNESTAKES
-TREES
SRFC P A Al i RInHTC RFSFRVFD THIS PLAN MAY NOT RF RF.TSFD SOI O. 1 OANFD. OR CNEN TO OTHERS. RFPROOI IfT nR PHnTnnOPYIND.
SANDBAGS
BEDWIORK AREA
SECTION A -A'
UPSTREAM POOL
V \
SUMP HOLE
OR POOL
(17 MIN. DEPTH,
7 MIN, DIAMETER)
RIPARIAN SEEDING SCHEDULE
'FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC SEEDING SCHEDULE FOR NON -BUFFER SEEDING SPECS.
SEEDING MIXTURE
SPECIES %COMPOSITIION
PANICUM VIRGATUM (SWITCHGRASS 10
PANICUM CLANDESTINUM (DEER TONGUE) 10
JUNCUS EFFUSUS (SOFT RUSH) 10
CARER VULPINOIDEA (FOX SEDGE) 10
SORGHASTRUM NUTANS (INDIAN GRASS) 10
CHASMANTHIUM LATIFOLIUM (RIVER OATS) 10
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS) 10
VERNONIA GIGANTEA (GIANT IRONWEED) 5
RUBECKIA HIRTA (BLACK EYED SUSAN) 5
EUPATORIUM FISTULDSUM (JOE PYE WEED) 5
RHOS TYPHINA (STAGHORN SUMAC) 5
VERBERA HASTATA (BLUE VERVAIN) 5
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE) 5
APPLICATION:
APPLY AT A RATE OF ISLBSIACRE
2
C900
30 MIL POLY
FILTER
204
` BACKFILL 1
SELECT MATE
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LBIACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LBIACRE 510-10 FERTILIZER.
MAINTENANCE:
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
P A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL
UP
PEROFFENSE
SINGLE STEP ROCK CROSS VANE
30FPROPOSED
BANKFULL WIDTH
GENERAL NOTES:
1. AULTOf NES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FIRING BOULDERS
TOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A AND
SELECT MATERIAL OR CHINKNG STONE APPROVED BY DESIGN
KFULLENGINEER, AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGN
ENGINEER.
d. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.
5. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE OR
SHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.
6. SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARM
SHALL BE 2-5%.
.E NOTE 7 7. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.
8. THERE SHALL BE NO DROP GREATER THAN S INCHES,
9. THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BE
EQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THE
FOOTER ROCKS DIRECTLY UPSTREAM.
10. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL
BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
SHRUBS -4
PER FILMS
PER PLANS WATER SURFACELi,
/I
BANKFULLWID
�
JOFPROPOSED
m 1
FLOODPLAIN BENCH
LWESTAKESB FLOODPLAIN
`NO GAPS�I
PLUGS PER PLANS
SRFC P A Al i RInHTC RFSFRVFD THIS PLAN MAY NOT RF RF.TSFD SOI O. 1 OANFD. OR CNEN TO OTHERS. RFPROOI IfT nR PHnTnnOPYIND.
SANDBAGS
BEDWIORK AREA
SECTION A -A'
UPSTREAM POOL
V \
SUMP HOLE
OR POOL
(17 MIN. DEPTH,
7 MIN, DIAMETER)
RIPARIAN SEEDING SCHEDULE
'FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC SEEDING SCHEDULE FOR NON -BUFFER SEEDING SPECS.
SEEDING MIXTURE
SPECIES %COMPOSITIION
PANICUM VIRGATUM (SWITCHGRASS 10
PANICUM CLANDESTINUM (DEER TONGUE) 10
JUNCUS EFFUSUS (SOFT RUSH) 10
CARER VULPINOIDEA (FOX SEDGE) 10
SORGHASTRUM NUTANS (INDIAN GRASS) 10
CHASMANTHIUM LATIFOLIUM (RIVER OATS) 10
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS) 10
VERNONIA GIGANTEA (GIANT IRONWEED) 5
RUBECKIA HIRTA (BLACK EYED SUSAN) 5
EUPATORIUM FISTULDSUM (JOE PYE WEED) 5
RHOS TYPHINA (STAGHORN SUMAC) 5
VERBERA HASTATA (BLUE VERVAIN) 5
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE) 5
APPLICATION:
APPLY AT A RATE OF ISLBSIACRE
2
C900
30 MIL POLY
FILTER
204
` BACKFILL 1
SELECT MATE
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LBIACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LBIACRE 510-10 FERTILIZER.
MAINTENANCE:
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
P A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL
UP
PEROFFENSE
SINGLE STEP ROCK CROSS VANE
30FPROPOSED
BANKFULL WIDTH
GENERAL NOTES:
1. AULTOf NES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FIRING BOULDERS
TOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A AND
SELECT MATERIAL OR CHINKNG STONE APPROVED BY DESIGN
KFULLENGINEER, AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGN
ENGINEER.
d. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.
5. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE OR
SHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.
6. SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARM
SHALL BE 2-5%.
.E NOTE 7 7. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.
8. THERE SHALL BE NO DROP GREATER THAN S INCHES,
9. THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BE
EQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THE
FOOTER ROCKS DIRECTLY UPSTREAM.
10. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL
BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
SLOPE OF VANE FROM CENTERLINE
TOP BANKFULL SHALL BE 2-5%
FILTER FABRIC, SOW
OF 0.5'
HEADER
STONE // POOL
FOOTER . ��/ % STREAMBED
STONE // �• / ELEV.
FILTER FABRIC STEP ROCK
SECTION AA
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` BANIffULL ELEVATII
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FOOTER BOULDERS
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AT ELEVATION SHOWN ON
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DIAMETER
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TOP BANKFULL SHALL BE 2-5%
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DORMANT LIVE STAKE
C901
�: � BANRFULL
POOL
F I
THALWEG
POOL �. LOW -FLOW
WATER SURFACE
-\ 1 LITE STAKES
BUDS (FACING UPWARD)
�C
BASAL END CUT AT 45', UT
''1'TC�gbs TO 1-12' IN DIAMETER
GENERAL NOTES:
1. LIVE STAKES SHALL BE INSTALLED ALONG THE OUTER MEANDER BEND WHERE
INDICATED ON THE DRAWINGS AND DETAILS.
2. LIVE STAKES SHALL BE CUT FROM AN APPROVED SOURCE WITH A SHARP TOOL.
STAKE SHALL BE FREE FROM DISEASE OR EXCESS DEAD TWIGS, 2.5 TO 4 FEET IN
LENGTH WITH A BASAL END 0,5 TO 1.5 INCH IN DIAMETER. PRIOR TO INSTALLATION
BASAL END SHALL BE CUT AT A 45 DEGREE ANGLE AND THE END SHALL BE CUT FLAT
WITHOUT CRACKS.
3. LIVE STAKES SHALL BE INSTALLED BY GENTLY TAMPING INTO THE SOIL LEAVING 4
TO 8 INCHES EXPOSED. STAKES SHALL BE PLACED IN A RANDOM PATTERN AT A
RATE OF 1 LIVE STAKE PER SQUARE YARD ALONG BANKS.
4. LIVE STAKES SHALL BE INSTALLED WHEN THEY ARE DORMANT, WHICH TYPICALLY
OCCURS BETWEEN NOVEMBER 15 AND MARCH 15.
2 LIVESTAKEIBAREROOT PLANTING
C901
PLANTING NOTES:
PLANTING BAG
DURING PLANTING, SEEDLINGS SHALL
BE KEPT IN A MOIST CANVAS RAG OR
SIMILAR CONTAINER TO PREVENT THE
ROOT SYSTEMS FROM DRYING.
KBC PLANTING BAR
PLANTING BAR SHALL HAVE A BLADE WITH
A TRIANGULAR CROSS SECTION. AND
SHALL BE 121N. LONG, 41N. WIDE AND 11N.
THICK AT CENTER
ROOT PRUNING
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT NO
ROOTS EXTEND MORE THAN 10
INCHES (101N.) BELOW THE ROOT
COLLAR.
SQUARE CUT 1�
BUDS (FACING UPWARD)
LIVE CUTTING
(1/7 TO V DIAMETER)
ANGLE CUT
30.45"
LIVE STAKE
DIBBLE PLANTING METHOD
USING THE RBC PLANTING BPR
(FGR FLOODPLIIN BUFFER PLANTING AND UPLANp BUFFER
nNG)
STAKING MAYBE REQUIRED THROUGH
SEEDING MIXTURE
\ / LONG
MATTING, ROCK OR COMPACTED SOILS
A STARTER
0
VEGETATED
HOLE MAY BE REQUIRED.
1. INSERT PLANTING 2. REMOVE PLANTING 3. INSERT PLANTING
w17 GALVANIZED ROOFING NAIL
w
BAR AS SHOWN AND BAR AND PLACE
BAR 21N. TOWARD
REDTOP 10
PULL HANDLE SEEDLING AT
PLANTER FROM
LIE STAKES
TOWARD,PLANTER. CORRECT DEPTH.
SEEDLING.
EXISTINGIPROPOSED
PROPOSED
GROUND
SECTION A -A
O
EXISTINGIPROPOSED STREAMBEO
TOP TO HOLD MATTING
L- CHANNEL TOE ,
GENERAL NOTES:
4. PULL HAN]LE CF
5. PUSH HANDLE
6. LEAVE
1. LIVE STAKES SHALL BE EVENLY SPACED 1 PER
BAR TOWARD FORWARD FIRMING
COMPACTION HOLE
SO YD
PLANTER, FIRMING
SOILAT TOP.
OPEN, WATER
2. LIVE STAKES SHALL BE DRIVEN UNTIL
APPROXIMATELY OF LIVE STAKE IS WITHIN
SOILAT BOTTOM.
THOROUGHLY.
GROUND.
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
0
3. IF STARTER HOLE IS NEEDED, MINIMIZE AIR
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
POCKET,
GENERAL NOTES:
MAR 1 -APR 1 MARL MAY /0
4. UTILIZE ALL ON SITE TRANSPLANT MATERIALS
1. TREE REFORESTATION SHALL BE PLANTED 6' TO 10' ON
MADE AVAILABLE BY THE OWNER. ONCE
CENTER RANDOM SPACING, AVERAGING 8' ON CENTER,
SOURCE OF TRANSPLANT MATERIAL HAS BEEN
APPROXIMATELY 436681 PLANTS PER ACRE.
HARVESTED, THEN UTILIZE LIVE STAKING.
2. OTHER PLANTING METHOD CAN
BE USED WITH THE
BANK STABILIZATION WITH LIVE STAKES
PERMISSION OF THE PLANTING SUPERVISOR.
TYPICAL MATTING LOCATION DETAIL
COIR FIBER MATTING
-BACKFILL
BANKFULL
700 GRAM COIR FIBER MATTINGROCK CONSTRUCTED RIFFLE - SECTION
PROPOSED BANKFULL B'
FROM TOECHANNEL
TOSFT. BEYOND
BANKFULL PROPOSED
CHANNELTOE 4
E&SC PERMANENT SEEDING SCHEDULE
' DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
SEEDING MIXTURE
\ / LONG
o
0
VEGETATED
MAINTENANCE
KENTUCKY BLUEGRASS 100
w17 GALVANIZED ROOFING NAIL
w
TALL FESCUE 20MORE
THAN ONCE PER YEAR. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
REDTOP 10
IMMEDIATELY.
SERICEA LESPEDEZA 5
AT THE TOP TO HOLD MATTING
KOREAN LESPEDEZA 5
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
Z LONG 1' x 2' WOOD STAKES wl 2'
GALVANIZED ROOFING NAIL AT THE
PROPOSED
700 GRAM COIR FIBER MATTING
SECTION A -A
O
O G
TOP TO HOLD MATTING
L- CHANNEL TOE ,
�� FROM TOE OF CHANNEL
CLEAN AND ROUGH GRADE. REMOVE ALL DEBRIS FROM THE LOCATION TO BE
NURSE PLANTS
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
BETWEEN MAY 1 AND AUGUST 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE TALL
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
TO 2 FT. BEYOND BANKFULL
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
BENEFICIAL TO PLANT THE GRASSES IN UTE SUMMER AND OVERSEED THE LESPEDEZA
PLAN VIEW
IN MARCH.
PROPOSED BANKFULL
/ \ FOREBAY
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
0
0
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
NOTES:
MAR 1 -APR 1 MARL MAY /0
DEEP TILLAGE: ROTOTILUNG LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
1. USE WOOD STAKES 2k2' 1lr (NOT METAL) FOR MATTING
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
MAR 20 -APR 20 MARS -MAY 15
INSTALLED IN PUMP AROUND OR IN THE WET.
MATTING STAKING VIEW
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
2. USE OF METAL STAPLES IS ACCEPTABLE WHEN
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
CONSTRUCTING IN THE DRY AND VEGETATION IS
SOIL AMENDMENTS
ESTABLISHED PRIOR TO DIVERTING WATER.
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
GROUND AGRICULTURAL LIMESTONE AND 1000 LBIACRE 5.10.10 FERTILIZER
3. 700 GRAM COIR FIBER MATTING SHALL BE PLACED ALONG
700 GRAM COIR MATTING
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
THE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING.
THE CHANNEL IN TANGENT AREAS.
d. STRAW AND SEED SHALL BE PLACED UNDER THE 700
GROSS SECTION
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
GRAM COIR FIBER MATTING TO AID SEED GERMINATION.
E&SC PERMANENT SEEDING SCHEDULE
' DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
SEEDING MIXTURE
SRECIE� RATE (LB/ACRE)
VEGETATED
MAINTENANCE
KENTUCKY BLUEGRASS 100
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO
TALL FESCUE 20MORE
THAN ONCE PER YEAR. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
REDTOP 10
IMMEDIATELY.
SERICEA LESPEDEZA 5
SOIL PREPARATION:
KOREAN LESPEDEZA 5
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
SEEDING NOTE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
1. AFTER AUGUST 15. USE UNSCARIFIED SERICEA LESPEDEZA SEED.
NEEDED AMOUNTS OF FERTILIZER ANDIOR LIME.
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZA AND
INCREASE KOREAN LESPEDEZA TO 40 LBIACRE.
CLEAN AND ROUGH GRADE. REMOVE ALL DEBRIS FROM THE LOCATION TO BE
NURSE PLANTS
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
BETWEEN MAY 1 AND AUGUST 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE TALL
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
FESCUS, PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE GRAIN. IT MAY BE
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
BENEFICIAL TO PLANT THE GRASSES IN UTE SUMMER AND OVERSEED THE LESPEDEZA
PLAN VIEW
IN MARCH.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
/ \ FOREBAY
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
SEEDING DATES BEST POSSIBLE
UP. A SPRINGTOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
BELOW 2500 FT. AUG 15 -SEP 1 JULY 25 -SEP 15
MAR 1 -APR 1 MARL MAY /0
DEEP TILLAGE: ROTOTILUNG LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
ABOVE 2500 FT: JULY 25- AUG 15 JULY 15 -AUG 30
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
MAR 20 -APR 20 MARS -MAY 15
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
AND EAST FACING SLOPES.
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASE, CONSTRUCT A'TREE WELL'
SOIL AMENDMENTS
APPY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
GROUND AGRICULTURAL LIMESTONE AND 1000 LBIACRE 5.10.10 FERTILIZER
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
MULCH
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
APPY 4WO.5000 LBIACRE GRAIN STRAW OR EQUIVALENT COVER OF MOTHER SUITABLE
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING.
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES,
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
® COPYRIGHT 2015 BY BREC, PA, ALL RIGHTS
SOLD, LOANED, OR GIVEN TO OTHERS
E&SC TEMPORARY SEEDING SCHEDULE
DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
LATE WINTER 8 EARLY SPRING (FEB 15 -MAY 15)
SPECIES RATE (LBIACRE)
RYE GRAIN 120
AND
KOREAN LESPEOEZA 50
SUMMER (MAY 15 -AUGUST 151
SPECIES RATE(LBIACRE)
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 ANDIOR LIME.
GERMAN MILLET 40
OR CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
TALL FESCUE 50 PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
FALL IAUGUST 15 -DECEMBER 151 REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
SPECIES RATE (LBIACRE) THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
RYE GRAIN 120 ESPECIALLY IF THE GROUND IS NET. 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.
SOILAMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LBIACRE GROUND DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
RATE 701000 LBIACRE IN THE FALL. TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
MULCH EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
APPLY 4000-5000 LBIACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A NECESSARY AT A TREE BASE, CONSTRUCT A`TREE WELL -
MULCH ANCHORING TOOL.
MAINTENANCE REPLACE THE TOPSOIL. ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER AND MULCH TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPORESS WITH 50 LBIACRE OF 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY ADDING ORGANIC MATTER THIS IMPROVES WATER RETENTION IN SANDY SOILS
MARCH. AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
THE WRITTEN CONSENT OF BREC, PA. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE
4
C901
WET DETENTION BASIN
VEGETATED
LRTORIAL SHELF
PERMANENT POOL
@ 101 SLOPE
3X3 CONCRETE
OUTLET BOX
A
A
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-
- PERMANENT SEEDING:
-.. -.
ERNMTX-127 AT 20 LBS.
PLAN VIEW
PER ACRE
NOTE: 2.500 SOFT. BASED ON
2.3 ACRES OF IMPERVIOUS
/ \ FOREBAY
SECTION A
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126IDECUTIVEDRNE SUIMM
WILKESBORO, NC 28897
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