20130868 Ver 1_401 Application_20130813

2 0 1 30 8 6 8
OF W A TF9
`O? oG Office Use Only:
? r Corps action ID no.
° DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
�ELID
1. Processing
1 a. Type(s) of approval sought from the
Corps:
_ Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
No
1d. Type(s) of approval sought from the DWQ (check all that apply):
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
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
k No
2. Project Information
2a. Name of project:
William Prewitt Bank Stabilization
2b. County:
Avery
2c. Nearest municipality / town:
Newland Plumtree PO
2d. Subdivision name:
NA
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information no
�r ----
3a. Name(s) on Recorded Deed:
William Prewitt
-'
3b. Deed Book and Page No.
444/2028 i
3c. Responsible Party (for LLC if
applicable):
N/A
3d. Street address:
181 Mud Puppy Rock Lane W ande,$
Plumtree, NC 28664
Y
a�,, gm
3e. City, state, zip:
3f. Telephone no.:
828 - 467 -4731
3g. Fax no.:
N/A
3h. Email address:
N/A
Page 1 of 10
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):
1814 -00- 0346 -37
1 b. Site coordinates (in decimal degrees):
Latitude: 36.030414 Longitude: - 82.007867
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
.95 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
North Toe Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -V; 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:
Open agricultural and Residential Mixed Use land
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:
587 Linear Feet
3d. Explain the purpose of the proposed project:
To Repair and stabilize eroding streambank
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will install natural bank stabilization structures and vegetative practices, mostly from the bank using thumbed
excavators to provide long term bank stability.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El 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): 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 No
6b. If yes, explain.
Page 3 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 indiv' 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
01 [1 PDT
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 ❑ 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
impact
required?
61 ❑P [IT
❑Yes
❑ No
B2 ❑ PEI T
❑Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 5 of 10

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWO
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 7 of 10

F. Supplementary Information
1. Environmental Documentation (DWO Requirement)
1a. Does the project involve an expenditure of public (federal /state/local) funds or the
Y
❑ es No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
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 26.0200)?
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 (DWO 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 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

01/24/2008 21:02 8287669247 PLLINREE MTN FAIN
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION
Book 444
Page 2028
PIN: 181400034637 Avery County, NC
PAGE 01/01
STREET ADDRESS: 181 Mud Puppy Rock lane, Plumtree, NC 28664
Property Owner ; W111larn F. Pr IV 4wt�� ic,,..ti (� , �✓ Q,w,y'�
The undersigned, registered property owners of the above noted property, do hereby authorize
J�grek Goddard of BREC, 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 Owner's Address (if different than property above):
William E. Prewitt, IV
PO Box 28
Plumtree, NC 28664
We hereby certify the above information submitted in this application Is true and accurate to
the best of our knowledge,
illlam E. Prewitt, IV
Authorized Signature
Date: ( 1 7-0 1 �

,r
t;� ��` � - �' _ DouUlet +earl Mauntarn
"WILLIAM PREWITT
HNC, G f ranr. �, (r 'yl�1 w]
..\ V itwbtl ..`I
POW O v 1 f { =1S
1 w
9u
Y
i ru .4w—,— v �d
.. \� . � ..v r. �' 1!� 1'.. �`:' r- �-5,:,�?t��� •�. � ��,l.�i :. 1 �f .iyy��J.+,,...�� � ,�, `� soon �
6.0 ��. a�.v,�t[t Y.c lq @ i' Aw rp 230� +*� • "Yf f. 1ir06-
P, du-d the U.S. i oaoo rl r .. t �taB
by ceotogxal ctswv sGYi YaN N6 M[?MAYS ArO1DAB6
aewssd by dle U.S. rare.. serwte ,
__" rrltrr
e
' Aa b.m rrW r +«rv+eMr. wrm rwN O.wa i.FW .'f iq lT�-' .�' a/.......�...,..._..__.._�\✓ r>� e� .�,_ :_�
' .M ♦m..b.n M.n N 1 Y71 INM) 2n. n.lr.tm a In aes.a.t tt6. 4n.1
l'..r•M ..n ie,+. +w ^.T. Jyr.M.lsr Mwr� Wnrlut rMSwd m.kl � COMOIN MFA('AL M fi}T �!') ..
trrr nm,«... '..n «.«..� NrFnF Mla.w 17 VTT1nYAt (FfYfkTr tTIffLAt MnW M IYIV ��MRll�e-- -..... Li w.,,�,,.�..
,...i it rrlMlJm u4 tM1 frrCM(TM ntt lrr wTTm r«.Irnvxr �..Npa C bw rn.raeNrJ. _
v.m Mrwrr.n[r.benM t' ett lv.Y)IITMrawr4•rhrMlarttn as. a+(wrcneTt arsar ��IIr�M.rry rir.rPraalr� rM ...�
4...
id 1►1►ap�tAti rTM A }nn4LL ww nt tU1LKY Al MAY War [�
w.t.YJ lxalaw.w rr..wJ.r. A.. 11/irtg4 rl 'r�r MIA�11F�rTss ��..�.�. p CM GAP, (Tl.'TN �e1
1tQNleUA .J M %Wjy v atmamrv. nRunrwoot:�. n�+OtORM)O n2 SURVEY. F1F B F 825
wwr
1994
A11M11�00A/NOTpOfM.wac XMf MNa SVMPq.�tt Atr+UlMUt nY MpR.'.T At+etYTG t.�W}tyy(,.c nMA it. �Iru�ttJ/tlit \'M'1

PA
$
§
§
em««
§
�z
§
0m
)(
§
//
§k
fo
o
�
�§
e o z.
La CA)
k(
$ %
Z,
o
i
7
k §
/§
e
\
�
/ \
(
a
!
\_
�
§
7
§
(
2
£
?
2
jI
2
e
2
S2
7
kE
\�
0�
ƒ
§
!
l<
§ %
k k
3987800 3987810 3987820 3987830 3987840 3987850 3987860 m_ 3967880 3987890
e013r_
0
7£
E7
�(
�Q
0
\/
\\
/ 0
0
\
e01=_
§
§
§
B
§
§
§
//
�§
e o z.
La CA)
§ %
k k
3987800 3987810 3987820 3987830 3987840 3987850 3987860 m_ 3967880 3987890
e013r_
0
7£
E7
�(
�Q
0
\/
\\
/ 0
0
\
e01=_

Soil Map —Avery County, North Carolina
Map Unit Legend
WILLIAM PREWITT SOIL MAP
Avery County, North Carolina (NC011)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
DeB
Dellwood cobbly sandy loam, 1
to 5 percent slopes,
occasionally flooded
0.9
100.0%
100.0%
Totals for Area of Interest
0.9
USDA Natural Resources Web Soil Survey 8/6/2013
Conservation Service National Cooperative Soil Survey Page 3 of 3

t
L
CITY /TOWN
D COPYRIGHT 2013 BY BLUE RIDGE ENVIRC
WILLIAM PREWITT BANK STABILIZATION
7�
A
BIG PLUMTREE CREEK
l�
*SITE
�O
�O
VICINITY MAP (NTS)
FNGINFFR-
BLUE RIDGE ENVIRONMENTAL
CONSULTANTS, PA
1305 SOUTH COLLEGIATE DRIVE
WILKESBORO, NC 28697
LICENSE # C -3448
PLUMTREE, NC
CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR
NORTH CAROLINA COUNTY MAP
(AVERY COUNTY)
SHEET INDEX:
CS COVER SHEET
Cl BANK STABILIZATION PLAN
D1 DETAILS
SITE COORDINATES: LATITUDE = 35.719619° N LONGITUDE _ - 82.949540° W
OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS. PUNISHABLE BY FINES UP TO
F-
W
U)
W
H-
H- W
LLJ
w
= O
(!) U
of Q
W m
� Q
O Q
0 j
W
0
W
CC
W
CO
Z
m
Z
O
a
F-
Q
o
o
O
(n
�
0
a 3Sa
ui
W
W
Z
Q
o
-
a
�
W
J
Q
U
H
O
z
O
a
0
a
z
J
W
a m
�w M�
� z �
U W -
�z w -
z3 z
o a C7
� z
z z
W U O
� W
LO
or IN Bv. F
V. WILKS Q
APPRDVEDBY z
J.CHURCH
SCALE: 0!�
NTS (H) Q
(v)
z
SHEET. J
uj
CS1
z
o
O
U
of
CO
Z
Z
O
a
Ir
Q
o
o
O
anw
�
0
a 3Sa
ui
W
or IN Bv. F
V. WILKS Q
APPRDVEDBY z
J.CHURCH
SCALE: 0!�
NTS (H) Q
(v)
z
SHEET. J
uj
CS1

z
a
z
O
J_
m
Q
H
C/)
Y
Z
Q
CO
Q
Z_
J
W
Q'
d
O � �
� z
z w
E
z z
w�
z z
V
W
m
Z
O
o �
U
H
k Z
g K � O
g� O
LL
9R� �
DAiE Q
081092013 J
her NUNBER. W
710012013 �
R4 BY
" v.mLKS O
Rrew� Z
J.CHURCH
SCALE:
1'-50' (H) Z
(V) =
SHEET: J
C1 a

WOVEN FILTER FABF
J
•
A
SILT FENCE
GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32' IN WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES WITH 12' STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE F-W IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL
TYPE.
4. WIRE FENCING SHALL BE AT LEAST N10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH
12' STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12' OPENINGS
7. WIRE AND N57 STONE IS REWIRED TO BE SHOWN ON PUNS AT THE TOE OF SLOPES
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
e. DRAINAGE AREA CAN NOT BE GREATER THAN 114 ACRE PER i W FT OF FENCE.
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROUNA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
OTHER AREAS OF CONCENTRATED FLOW.
11. PLEASE REFER TO NCESCPDM SECTION N6.62 FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING SILT FENCES.
MAINTENANCE NOTES
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO
THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS
NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS
REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE
DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND
SEEDED.
STEEL POST
PREWITT BANK STABILIZATION
WIRE FENCING
SILT
FILTER FABRIC
FENCE
N57 STONE
SWALE
FLOODPWN
3D' MIN
•!t,
n m
FLOW F -S�.
81 MIN
a• ulu
MAINTENANCE NOTES
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO
THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS
NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS
REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE
DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND
SEEDED.
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 15MAY 15)
SPECIES RATE (LENACRE)
RYEGRAIN 120
AND
3
PREWITT BANK STABILIZATION
50
SILT
D 1
FENCE
RATE WACRE)
SWALE
FLOODPWN
OR
BENCH
T X S X B' PRECASTCONCRETE
5D
RETAINING STRUCTURES
SPECIES
RYEGRAIN
( LOVEN CONCRETE) /
10
BANKFUL /
PROPOSED
ELEVATION/ 3 /
100 GRAM COI FIBER MATTING
N
BENCH
o
NATURAL BOULDER TOE
TOP TO HOLD MATTING
��Z
PROTECTION MIN. SIZE
5
800 LBS /
ORDINARY HIGH WATER MARK
5
WATER SURFACE
5
BENCH TO BE
VEGETATED (SEE MN) /
700GRAMCOIR
PROPOSED BANKFULL
8 O NON -WOVEN FIBER MkTTWG
_
E6IECTIG�
STREAM BED APPROXIMATE
EXISTING SLOPE
FOOTER ROCK
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 15MAY 15)
SPECIES RATE (LENACRE)
RYEGRAIN 120
AND
KOREAN LESPEDEZA
50
SUMMER (MAY ISAUGUST 15)
SPECIES
RATE WACRE)
GERMAN MILLET
4D
OR
10
TALLFESCUE
5D
FALL (ADQUST 15-DECEMBER 15)
SPECIES
RYEGRAIN
RATE WACRE)
120
SOILPREPARATIOW
SOIL TEST: SOIL TESTING WALL 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 ANWOR 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
LIP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SOILAMENDMENTS SMALL ROT07ILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2DDO LBIACRE GRINND DEEP TILLAGE: ROTOTIWNG 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 101W0LB/ACRE 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 40ON50DD 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, U 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 ATA TREE BASE, CONSTRUCT A-TREE WELL'
MULCH ANCHORING TOOL
MAINTENANCE REPLACE THE TOPSOIL ONCE THE SUBSURFACE IS ESTABUSHED, 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. TOPDRESS WITH 50 LBIACRE OF S TO 8 INCHES OF DEPTH AFTER THE SOIL IRIS SETTLED. THIS MEANS PLACING
GE
NITRON IN MARCH. IF R 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 5D LBIACRE 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.
BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS. PA. ALL RIGHTS RESERVED_ THIS MN MAY NDTW RF4AFn STN n I1MNFn T nV Mn PRS
TYPICAL MATTING LOCATION DETAIL
MATTING
700 GRAM COIR FIBER MATTING PROPOSED BANKFULL
FROM TOE OF CHANNEL
T05 FT. BEYOND BANKFULL PROPOSED
CHANNELTOE
ROCK CONSTRUCTED RIFFLE - SECTION BB
RIPARIAN PLANTING PLAN
BORE ROOTS WILL BE SELECTED FROM THE NATIVE VEGETATION SPECIES LISTED BELOW. TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 321 TREES PER ACRE AT MATURITY.
TO ACHIEVE THIS DENSITY, APPROXIMATELY 436 (10x10 SPACING) T0687 19X9 SPACING) TREES PER ACRE SHOULD BE MINED INITIALLY. SHRUBS SHOULD BE PW4TED AT A DENSITY SUFFICIENT
TO PROVIDE 1200 SHRUBS PER ACRE. NO MORE THAN 2D% OF MY SPECIES SHALL BE USED. PLUGS SHALL BE USED AT TIE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT.
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
SHRUBS
COMMON NAME SCIENTIFIC NAME
'BUTTOIJBUSH CEPHALI4THUS OCCIDENTALIS
AMERICANWRCHFIAZEL HMMAMEUSVMGINI A
'TAG ALDER ALNUS SERRUATA
'CAROUNAWIL LOW SAUXCAROLINMMA
'EwERBERRY SAM9l1CL6 CANADENSIS
RED CHOKEBERRY ARONM ARBUTIPOLM'
'SILKY DOGWOOD CORNIIS AMDMUN
'SILKY WILLOW SALIX SERICEA
WINTERBERRY REXVERTICLJATA
'NNE BARK PHYSOCARPUS
TREES
-BLACK WALNUT JUGiANS "GRA
'PBLACKWILOW SALON NIGRA
-BLACKGJM WSSA SYLVATICA
'GREEN ASH FRAXIAA PENNSYLVANICA
"RED MAPLE ACER RUBRUM
"RIVER BIRCH BETLAA NIGRA
'SILVERMAPLE ACERSACCFARIUM
^SWEETGUA LMUDAMBAR STYRACIFL(A
'SYCAMORE MNTANUSOCCIDEMALIS
"EASTERN HEMLOCK TSUGA CANADENSIS
TREES & SHRUBS
PER PLANS /- ��U-VEITA)(Er
FLOODPLAINBENCH B FLOODPWN
PLU GS PER PLANS
' SPECES TO USE FOR LIVESTAKES
"TREES
RIPARIAN SEEDING SCHEDULE
�\ \ / 7 LONG W
z O OD STAKES
n
0'
SPECIES
\"
\� \417
/L W GALVANIZED ROOFING NAIL
1D
PANICUM CLANDESTINUM(DEER TONGUE)
10
AUNCUS EFFUSUS(SOFT RUSH)
10
CAREX VULPINOIDEA (FOX SEDGE)
AT THE TOP TO HOLD MATTING
SDRGHASTRUM NUTANS (INDIAN GRASS)
10
LONG 1' n 2' WOOD STAKES W Z'
GALVANIZED ROOFING NAIL AT THE
PROPOSED
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)
100 GRAM COI FIBER MATTING
N
SECTION A-A
o
a O
TOP TO HOLD MATTING
��Z
L CNANNEL TOE
5
FROM TOE OF CHANNEL
VERBENA HASTATA (BLUE VERVAIN)
5
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)
5
T02 FT. BEYOND BANKFULL
PROPOSED BANKFULL
NOTES:
1. USE WOOD STAKES 2k2k18' (NOT METAL) FOR MATTING
INSTALLED IN PUMP AROUND OR IN THE WET.
MATTING STAKING VIEW
2. USE OF METAL STAPLES IS ACCEPTABLE WHEN
CONSTRUCTING IN THE DRY AND VEGETATION IS
ESTABLISHED PRIOR TO DIVERTING WATER
3. 700 GRAM COIR FIBER MATTING SHALL BE PLACED ALONG
7DD GRAM COIR MATTING
THE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
THE CHANNEL IN TANGENT AREAS.
4. STRAW AND SEED&MLL BE PLACED UNDER THE 70D
CROSS SECTION
GRAM COIR FIBER MATTING TO AID SEED GERMINATION.
RIPARIAN PLANTING PLAN
BORE ROOTS WILL BE SELECTED FROM THE NATIVE VEGETATION SPECIES LISTED BELOW. TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 321 TREES PER ACRE AT MATURITY.
TO ACHIEVE THIS DENSITY, APPROXIMATELY 436 (10x10 SPACING) T0687 19X9 SPACING) TREES PER ACRE SHOULD BE MINED INITIALLY. SHRUBS SHOULD BE PW4TED AT A DENSITY SUFFICIENT
TO PROVIDE 1200 SHRUBS PER ACRE. NO MORE THAN 2D% OF MY SPECIES SHALL BE USED. PLUGS SHALL BE USED AT TIE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT.
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
SHRUBS
COMMON NAME SCIENTIFIC NAME
'BUTTOIJBUSH CEPHALI4THUS OCCIDENTALIS
AMERICANWRCHFIAZEL HMMAMEUSVMGINI A
'TAG ALDER ALNUS SERRUATA
'CAROUNAWIL LOW SAUXCAROLINMMA
'EwERBERRY SAM9l1CL6 CANADENSIS
RED CHOKEBERRY ARONM ARBUTIPOLM'
'SILKY DOGWOOD CORNIIS AMDMUN
'SILKY WILLOW SALIX SERICEA
WINTERBERRY REXVERTICLJATA
'NNE BARK PHYSOCARPUS
TREES
-BLACK WALNUT JUGiANS "GRA
'PBLACKWILOW SALON NIGRA
-BLACKGJM WSSA SYLVATICA
'GREEN ASH FRAXIAA PENNSYLVANICA
"RED MAPLE ACER RUBRUM
"RIVER BIRCH BETLAA NIGRA
'SILVERMAPLE ACERSACCFARIUM
^SWEETGUA LMUDAMBAR STYRACIFL(A
'SYCAMORE MNTANUSOCCIDEMALIS
"EASTERN HEMLOCK TSUGA CANADENSIS
TREES & SHRUBS
PER PLANS /- ��U-VEITA)(Er
FLOODPLAINBENCH B FLOODPWN
PLU GS PER PLANS
' SPECES TO USE FOR LIVESTAKES
"TREES
RIPARIAN SEEDING SCHEDULE
' FOR USE WITHIN 25 RIPARIAN BUFFER SEE EBSC SEEDING SCHEDULE
FOR NON - BUFFER SEEDING SPECS.
SEEDING MIXTURE
SPECIES
%COMPOSTIION
PANICUM VIRGATUM (SWITCHGRASS
1D
PANICUM CLANDESTINUM(DEER TONGUE)
10
AUNCUS EFFUSUS(SOFT RUSH)
10
CAREX VULPINOIDEA (FOX SEDGE)
10
SDRGHASTRUM NUTANS (INDIAN GRASS)
10
CH45MANTFBUM LATIFODUM (RIVER OATS)
10
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)
10
VERNONA GIGANTEA (GIANT IRONWEED)
5
RUBECKM HIRTA (BLACK EYED SUSAN)
5
EUPATORIUM FISTULOSUM (JOE PYE WEED)
5
RHUS TYPHINA (STAGHORN SUMAC)
VERBENA HASTATA (BLUE VERVAIN)
5
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)
5
APPLICATION:
APPLY AT A RATE OF 15LB.S/ACRE
SOILAMENDMENTS:
APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LBIACRE GROUND AGRICULTURAL UNESTONE AND 1000 LBIACRE 510-10 FERTILIZER
MAINTENANCE:
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
THISPIAMWITHDIITTHEWRITTENf.MJ NTGFNIIFRIMEFNVIRMWNTALCMSUITMM PA. ISPROHIHTFn ANDISAVKIIAT14MIf EFDFRAI— RIGHTIAWS PIIMLCHAMFRYFINESIIPTDS1fWf XX1PFRDFEFNRF
Q
S2
(n
J_
Q
H
W
0
Q
_Z
J
W
a
cd
lz
B
� z
O
z3 —
z w a
0 ° a
zS $�
w w
z
wZ 'y
w I
Z
0
o
s C)
F-
H
k Z
O
�S U)
E Q
08109/2013 J
RaccT NImBER
7100D72D73 � W
PAWNBY
V. W1LK5 O
PRWED BY Z
J.CHURCH
SCALE: �
NTS (H) Z
(V) :2
SHEET: J
D1