20161277 Ver 1_Design Plans_20161228

1
M
IRON DUFF RD.
PROJECT SITE
US -209
VICINITY
NOT TO S
SHEET INDEX
SHEET NO. DESCRIPTI(
I
TITLE SHEE
IA -IC
SITE PLAN
2
TYPICAL SE
3-313
DETAILS
4-41
PLAN AND
P-1
PLANTING I
P-2 - P-213
PLANTING 1
RIVERSIDE DR.
1 1-40 WEST I
RESOURCE INSTITUTE, INC
DO-TSOYRRANCH
6TREAMRESTORATIONPROJECT
DOTSON BRANCH
HAYWOOD COUNTY, NORTH CAROLINA
20 0 20 60
PLAN & HORIZONTAL PROFILE — SHEETS 4-15
10 0 10 30
PLAN & HORIZONTAL PROFILE — SHEETS 16-41
2 0 2 6
VERTICAL PROFILE — SHEETS 4-15
1 0 1 3
VERTICAL PROFILE — SHEETS I6-41
PROJECT LENGTHS
PROPOSED RESTORATION: DOTSON BRANCH= 4,080 FT
LOWER DOTSON BRANCH= 1,288 FT
MEDFORD BRANCH= 970 FT
CHARLES BRANCH= 296 FT
CRAWFORD BRANCH= 1,423 FT
FERGUSON BRANCH= 530 FT
JAMES BRANCH= 1,273 FT
SMART BRANCH= 316 FT
BARN BRANCH= 189 FT
TOTAL= 10,365 FT
rrepareci by:
� loth C12CC�
CUC�i1,IGC'I21l,lC�
Wolf Creek Engineering, Plc
License No. P-0417
121 Wall St., suit<C
Asheville, North Carolina 28801
Phone: [phone]
—.wolfcreekeng.com
L�NOTFOMRTC�O�NSTRUCTION
PROJECT ENGINEER
PERMIT PLANS 12/12/201
REVISIONS
o19@19oeI
OFC 2 8 2016
PERMIT PLANS
Prepared for:
K#
KJ:SOURC'L
INS-mU11.
DAN MCCLUP E
PROJECT MANAGER

•
La
CHARLES MEDFORD TRUST
PIN: 8619-96-4603
PIN: 8619-97-0590
�1
0�P
O�
005 : N I
SOO PGX''
ti
PROPOSED PERMANENT
STREAM CROSSING (PIPED)
-PROPOSED PERMANENT
STREAM CROSSING tiPIPF_D)
i t �
Wolf Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Rall St., Sults C Asheville. NC 28801
PRELIMI ARY PLANS PHONE: [phone] R111/.WOIFCREEKENG.COM
'"OjC*DOTSON BRANCH STREAM RESTORATION PRO]EC'
NOT FOR CONSTRUCTION °"� RESOURCE INSTITUTE, INC.
Baa SITEPLAN
°CW AS NOTED n RTS vRaccr°
n 12/12/18 mCME 1087 1A
PROP
EXISTING pSED
EXISTING - JAMI
CONCRETE PAD ,
FEED TROUGH P REACH 2S BRANCy
f
PROPOSED RIPRAP PROPOSED JAMES BRANCH
} / OUTLET PROTECTION
0
REACH 1
o . EXISTING
36" CMP
' V 'FORD BRANCH' 7
4
"I'
PROPOSED PERMANENT — - -
m�G - - - -
' `r � f / ._ ,- .. _ / CTR�ARA (`An CClnlr
100 0 100 300
SCALE IN FEET
LEGEND LOCATION MAP)
EXISTING 0 ow— EXISTING /
PROPERTY BOUNDARY OVERHEAD UTILITY
— EXISTING FENCE ® PROPOSED
STREAM RESTORATION
® FILL
NOTE: PROPERTY BOUNDARIES, FENCES AND UTILITIES NOT
APPROXIMATE LOCATIONS ONLY
PROPOSED PERMANENT
PROPOSED RIPRAP
`` F
STREAM CROSSING „(PIPED)
,'OUTLET PROTECTION ,
%:
q
_ 'pO
R�
PROPOSED
PERMANENT
STREAM CROSSING F'ED)
1e
/'
PEGGY MEDFORD
_
PIN: 8629-07-0071
EXISTING BARN
PROP
EXISTING pSED
EXISTING - JAMI
CONCRETE PAD ,
FEED TROUGH P REACH 2S BRANCy
f
PROPOSED RIPRAP PROPOSED JAMES BRANCH
} / OUTLET PROTECTION
0
REACH 1
o . EXISTING
36" CMP
' V 'FORD BRANCH' 7
4
"I'
PROPOSED PERMANENT — - -
m�G - - - -
' `r � f / ._ ,- .. _ / CTR�ARA (`An CClnlr
100 0 100 300
SCALE IN FEET
LEGEND LOCATION MAP)
EXISTING 0 ow— EXISTING /
PROPERTY BOUNDARY OVERHEAD UTILITY
— EXISTING FENCE ® PROPOSED
STREAM RESTORATION
® FILL
NOTE: PROPERTY BOUNDARIES, FENCES AND UTILITIES NOT
APPROXIMATE LOCATIONS ONLY

Y
.4
jOTPR,1L11M1fl'ARY PLANS
OR ONSTRUCTION
J�
'SS
Wolf Creek Engineering
ENGINEERING A: ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Well St., Suite C AeDeville, NC 28801
PHONE: [phone] MMI/.WOLFCREEKENG.COM
T DOTSON BRANCH STREAM RESTORATION PROJECT
RESOURCE INSTITUTE, INC.
SITE PLAN
AS NOTED RTS
12/12/18 er CME 1087 1BVYep
rRpPpaq NA
CARLYLE FERGUSON
PIN: 8629-08-2934
/Ija
3
-44
o� ti PROPOSED ��^
O
CHARLES D. MEDFORD �O w� CHARLES BRANCH
PIN: 8629-08
'PROPOSED PERMANENT
Q-_
STREAM CROSSING
PROPOSED PERMANENT
(PIPED)
STREAM CROSSING (PIPED)tfi
(I
3
CHARLES D. MEDFORD
PIN: 6619-98-0059
R. ,
16,
�9T PROPOSED
1 RIPRAP LEGEND LOCATION MAP
CUTLET PROTECTION
i
EXIST iti EXISTING �_�_ EXISTING
24 CMP' PROPERTY BOUNDARY OVERHEAD UTILITY
EXISTINGFENCE ® PROPOSED
S STREAM RESTORATION
yFF
CHARLES D. MEDFORD
J PIN: 8629-08-1135 ® FILL
9
L 100 c 300
SCALE IN FEET
NOTE: PROPERTY BOUNDARIES, FENCES AND UTILITIES NOT
APPROXIMATE LOCATIONS ONLY.

PRELIM114ARY PLANS
OT FOR CONSTRUCTION
77"M
K„ 100 0 100 300
iiiiiii
SCALE IN FEET
HA (ZONE A.E) PER F.I.
MAP N0. 37008720
Wolf Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Rall St., Suite C Asheville, NC 28801
PHONE: [phone] WWW.WOLFCREEKENG.COM
DOTSON BRANCH STREAM RESTORATION PRO]ECT
RESOURCE INSTITUTE, INC.
SITE PLAN
AS NOTED RTS mm xo w�c x
a 12/12/16•+cME 1087 ICN
■ e..a ar .... oa,�wnox
LEGEND LOCATION MAP
EXISTING EXISTING
PROPERTY BOUNDARY OVERHEAD UTILITY
—x—x— EXISTING FENCE ® PROPOSED
STREAM RESTORATION
® FILL
NOTE: PROPERTY BOUNDARIES, FENCES AND UTILITIES NOT
APPROXIMATE LOCATIONS ONLY.

NATURAL ROUND
BANK PROTECTION SEE
DETAIL SHEET 3A
FOR
dRIFF
SECTION 1
TYPICAL RIFFLE
NOT TO SCALE
GROUND
dTOE ti' �- EROSION CONTROL
MATTING
BANK PROTECTION
SEE DETAIL SHEET 3A
NATURAL GRO, N q.7 CL THALWEG
-M �wX
1 ._1 N ,UU A' GROUND
\r
?`S7 dTOE d
Root
BANK PROTECTIO�SEE-J""'�
BANK PROTECTION
DETAIL SHEET 3A W SEE DETAIL SHEET 3A
'THAL
SECTION 1
TYPICAL POOL
NOT TO SCALE
NOTE: IT IS ANTICIPATED THAT ADEQUATE BED MATERIAL WILL BE AVAILABLE FOR HARVEST ON SITE, AND THAT
NO QUARRY STONE WILL BE REQUIRED FOR USE AS BED MATERIAL. THE D50 OF INSTALLED BED MATERIAL
SHALL BE APPROXIMATELY 40mm (MIN).
CONSTRUCTION SEQUENCE
THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH THE
PLANS AND AS DIRECTED BY THE ENGINEER.
THE CONTRACTOR SHALL CONDUCT STREAM WORK, INCLUDING INSTALLATION OF IN -STREAM
STRUCTURES, GRADING, STABILIZATION MEASURES, AND SEEDING AND MULCHING, ON A SECTION OF
STREAM THAT CAN BE ENTIRELY COMPLETED IN A SINGLE DAY.
1. THE CONTRACTOR SHALL IDENTIFY THE PROJECT BOUNDARY, LIMITS OF DISTURBANCE, SENSITIVE
AREAS, STAGING AREAS, AND CONSTRUCTION ENTRANCES WITH THE ENGINEER.
2. THE CONTRACTOR SHALL PREPARE STABILIZED CONSTRUCTION ENTRANCES,
3. THE CONTRACTOR SHALL MOBILIZE EQUIPMENT, MATERIALS, PREPARE STAGING AREAS, AND
STOCKPILE AREAS.
4. CONSTRUCTION TRAFFIC TO BE LIMITED TO -LIMITS OF DISTURBANCE' AS INDICATED ON THE
CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER.
5. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY ROCK CHECK DAMS, SILT FENCE, AND
MULCHING AROUND ALL CONSTRUCTION AREAS INCLUDING STAGING AND STOCKPILE AREAS AS
INDICATED ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER.
6. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY STREAM CROSSINGS. DITCHES AND STREAM
REACHES WILL BE LEFT OPEN DURING INITIAL PHASES OF CONSTRUCTION TO ALLOW FOR
DRAINAGE AND TO KEEP SITE ACCESSIBLE.
7. PUMP -AROUND OPERATION SHALL BE USED TO DIVERT FLOW DURING CONSTRUCTION EXCEPT AS
ALLOWED BY THE ENGINEER. ALL EXCAVATION SHALL BE PERFORMED IN THE DRY OR IN
ISOLATED REACHES EXCEPT AS ALLOWED BY THE ENGINEER.
B. THE CONTRACTOR SHALL BEGIN CLEARING, FLOODPLAIN EXCAVATION, AND GRADING WORK TO
DESIGN GRADES Al THE UPSTREAM END OF THE CHANNEL AS INDICATED ON THE CONSTRUCTION
PLANS, THE CONTRACTOR SHALL NOT DISTURB ANY MORE FLOODPLAIN AREA LARGER AND
STREAM REACH LONGER THAN CAN STABILIZED IN ONE DAY.
9. ONCE A SECTION OF STREAM AND FLOODPLAIN HAVE BEEN EXCAVATED TO DESIGN GRADES,
IN -STREAM STRUCTURES, MATTING, AND TRANSPLANTS SHALL BE INSTALLED IN THAT SECTION.
EXISTING BED MATERIAL SHALL BE HARVESTED AND PLACED IN THE CONSTRUCTED CHANNEL.
10. THE CONTRACTOR SHALL BEGIN INSTALLING IN -STREAM STRUCTURES FROM THE UPSTREAM
SECTION WORKING DOWNSTREAM. ALL CONSTRUCTION WORK IS TO BE PERFORMED IN THE DRY
UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR OTHER REGULATORY AGENCY. IF EXCESSIVE
SEDIMENTATION DOWNSTREAM BECOMES A CONCERN, THE ENGINEER OR PROJECT MANAGER IN
CHARGE MAY DIRECT THE CONTRACTOR TO INSTALL A TEMPORARY ROCK CHECK DAM AND
SETTLING BASIN DOWNSTREAM. THIS AREA IS TO BE MAINTAINED ON A REGULAR BASIS BY THE
CONTRACTOR.
it. ONCE A STREAM WORK PHASE IS COMPLETE, THE CONTRACTOR WILL APPLY TEMPORARY SEEDING,
PERMANENT SEEDING, AND MULCH TO ALL AREAS DISTURBED DURING CONSTRUCTION,
TEMPORARY AND PERMANENT SEEDING MIXTURES WILL BE APPLIED AS SHOWN ON THE PLANTING
PLAN. TEMPORARY SEEDING WILL BE APPLIED IN ALL AREAS SUSCEPTIBLE TO EROSION SUCH
THAT GROUND COVER IS ESTABLISHED WITHIN 7 WORKING DAYS FOLLOWING COMPLETION OF ANY
GRADING PHASE. PERMANENT GROUND COVER WILL BE ESTABLISHED FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
12. ALL SEEDING AND MULCHING SHALL BE COMPLETED BEFORE LEAVING THE PROJECT SITE ALONG
WITH REMOVAL OF ANY TEMPORARY STREAM CROSSINGS AND TEMPORARY CHECK DAMS.
13. THE CONTRACTOR OR OTHER QUALIFIED PERSONNEL SHALL PLANT ALL WOODY VEGETATION AND
INSTALL LIVE STAKING ACCORDING TO THE PLANTING DETAILS AND SPECIFICATIONS. ALL
PERMANENT SEEDING AND PLANTINGS SHALL BE PERFORMED DURING THE APPROPRIATE TIME OF
YEAR.
14. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH AND LEFTOVER MATERIALS
PRIOR TO DEMOBILIZATION OF EQUIPMENT FROM THE SITE.
TABLE 2: BED MATERIAL COMPOSITION
TABLE 1: SECTION DIMENSIONS
REACH
ONSITE
HARVEST
MATERIAL
1/2"
STONE
(NO. 57)
PERCENTOF TOTAL MIX
3/4" Z. STONE
STONE
(NO. 5) (SURGE)
6" STONE 12" STONE
NCDOT NCDOT
(CLASS A) (CLASS B)
DEPTH OF
BED
MATERIAL
(FT)
REACH
TYPICAL
SECTK)N
STATION
W13w
(ft)
WB®
(ft)
RIFFLE DIMENSIONS
WTHAL WBe+H
(ft) (ft)
dr1FF
(ft)
dTOE
(ft)
WIN
(ft)
POOL DIMENSIONS
Wour drooL APPROX.
POOL DEPTH
(ft) (ft) ft
Dotson Branch 1
1
100+00 TO 118+99
10.0
6.0
1.8
7
1.00
0.80
6.00
5.00
1.50
0.5
Dotson Branch 2
1
118+99 TO 128+18
11.6
7.1
2.1
8
1.12
0.89
6.96
5.80
1.67
0.5
Dotson Branch 3
1
128+18 TO 142+58
13.5
8.5
2.6
9
1.24
0.99
8.09
6.74
1.87
0.5
Lower Dotson Branch
1
150+00 TO 163+57
14.0
8.9
2.7
10
1.28
1.02
8.39
6.99
1.91
0.5
Medford Branch
1
200+00 TO 210+38
6.8
3.8
1.1
5
0.75
0.60
4.06
3.38
1.13
0.5
Charles Branch
1
300+00 TO 303+26
3.8
1.8
0.6
3
0.48
0.39
2.26
1.88
0.72
0.5
Crawford Branch 1
1
400+00 TO 410+78
6.3
3.4
1.0
4
0.71
0.57
3.77
3.14
1.07
0.5
Crawford Branch 2
1
410+78 TO 415+65
7.3
4.1
1.2
5
0.80
0.64
4.38
3.65
1.19
1 0.5
Ferguson Branch
1
500+00 TO 505+60
3.5
1.7
0.5
2
0.45
0.36
2.08
1.73
0.68
0.5
James Branch 1
1
600+00 TO 610+00
3.5
1.7
0.5
2
0.45
0.36
2.08
1.73
0.68
0.5
James Branch 2
1
610+00 TO 613+57
4.5
2.3
0.7
3
0.55
0.44
2.70
2.25
0.83
0.5
Smart Branch
1
700+00 TO 703+16
3.8
1.8
0.6
3
0.48
0.39
2.26
1.88
0.72
0.5
Bam Branch
1
800+00 TO 801+89
3.8
1.8
0.6
3
0.48
0.39
2.26
1.88
0.72
0.5
NOTE: IT IS ANTICIPATED THAT ADEQUATE BED MATERIAL WILL BE AVAILABLE FOR HARVEST ON SITE, AND THAT
NO QUARRY STONE WILL BE REQUIRED FOR USE AS BED MATERIAL. THE D50 OF INSTALLED BED MATERIAL
SHALL BE APPROXIMATELY 40mm (MIN).
CONSTRUCTION SEQUENCE
THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH THE
PLANS AND AS DIRECTED BY THE ENGINEER.
THE CONTRACTOR SHALL CONDUCT STREAM WORK, INCLUDING INSTALLATION OF IN -STREAM
STRUCTURES, GRADING, STABILIZATION MEASURES, AND SEEDING AND MULCHING, ON A SECTION OF
STREAM THAT CAN BE ENTIRELY COMPLETED IN A SINGLE DAY.
1. THE CONTRACTOR SHALL IDENTIFY THE PROJECT BOUNDARY, LIMITS OF DISTURBANCE, SENSITIVE
AREAS, STAGING AREAS, AND CONSTRUCTION ENTRANCES WITH THE ENGINEER.
2. THE CONTRACTOR SHALL PREPARE STABILIZED CONSTRUCTION ENTRANCES,
3. THE CONTRACTOR SHALL MOBILIZE EQUIPMENT, MATERIALS, PREPARE STAGING AREAS, AND
STOCKPILE AREAS.
4. CONSTRUCTION TRAFFIC TO BE LIMITED TO -LIMITS OF DISTURBANCE' AS INDICATED ON THE
CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER.
5. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY ROCK CHECK DAMS, SILT FENCE, AND
MULCHING AROUND ALL CONSTRUCTION AREAS INCLUDING STAGING AND STOCKPILE AREAS AS
INDICATED ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER.
6. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY STREAM CROSSINGS. DITCHES AND STREAM
REACHES WILL BE LEFT OPEN DURING INITIAL PHASES OF CONSTRUCTION TO ALLOW FOR
DRAINAGE AND TO KEEP SITE ACCESSIBLE.
7. PUMP -AROUND OPERATION SHALL BE USED TO DIVERT FLOW DURING CONSTRUCTION EXCEPT AS
ALLOWED BY THE ENGINEER. ALL EXCAVATION SHALL BE PERFORMED IN THE DRY OR IN
ISOLATED REACHES EXCEPT AS ALLOWED BY THE ENGINEER.
B. THE CONTRACTOR SHALL BEGIN CLEARING, FLOODPLAIN EXCAVATION, AND GRADING WORK TO
DESIGN GRADES Al THE UPSTREAM END OF THE CHANNEL AS INDICATED ON THE CONSTRUCTION
PLANS, THE CONTRACTOR SHALL NOT DISTURB ANY MORE FLOODPLAIN AREA LARGER AND
STREAM REACH LONGER THAN CAN STABILIZED IN ONE DAY.
9. ONCE A SECTION OF STREAM AND FLOODPLAIN HAVE BEEN EXCAVATED TO DESIGN GRADES,
IN -STREAM STRUCTURES, MATTING, AND TRANSPLANTS SHALL BE INSTALLED IN THAT SECTION.
EXISTING BED MATERIAL SHALL BE HARVESTED AND PLACED IN THE CONSTRUCTED CHANNEL.
10. THE CONTRACTOR SHALL BEGIN INSTALLING IN -STREAM STRUCTURES FROM THE UPSTREAM
SECTION WORKING DOWNSTREAM. ALL CONSTRUCTION WORK IS TO BE PERFORMED IN THE DRY
UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR OTHER REGULATORY AGENCY. IF EXCESSIVE
SEDIMENTATION DOWNSTREAM BECOMES A CONCERN, THE ENGINEER OR PROJECT MANAGER IN
CHARGE MAY DIRECT THE CONTRACTOR TO INSTALL A TEMPORARY ROCK CHECK DAM AND
SETTLING BASIN DOWNSTREAM. THIS AREA IS TO BE MAINTAINED ON A REGULAR BASIS BY THE
CONTRACTOR.
it. ONCE A STREAM WORK PHASE IS COMPLETE, THE CONTRACTOR WILL APPLY TEMPORARY SEEDING,
PERMANENT SEEDING, AND MULCH TO ALL AREAS DISTURBED DURING CONSTRUCTION,
TEMPORARY AND PERMANENT SEEDING MIXTURES WILL BE APPLIED AS SHOWN ON THE PLANTING
PLAN. TEMPORARY SEEDING WILL BE APPLIED IN ALL AREAS SUSCEPTIBLE TO EROSION SUCH
THAT GROUND COVER IS ESTABLISHED WITHIN 7 WORKING DAYS FOLLOWING COMPLETION OF ANY
GRADING PHASE. PERMANENT GROUND COVER WILL BE ESTABLISHED FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
12. ALL SEEDING AND MULCHING SHALL BE COMPLETED BEFORE LEAVING THE PROJECT SITE ALONG
WITH REMOVAL OF ANY TEMPORARY STREAM CROSSINGS AND TEMPORARY CHECK DAMS.
13. THE CONTRACTOR OR OTHER QUALIFIED PERSONNEL SHALL PLANT ALL WOODY VEGETATION AND
INSTALL LIVE STAKING ACCORDING TO THE PLANTING DETAILS AND SPECIFICATIONS. ALL
PERMANENT SEEDING AND PLANTINGS SHALL BE PERFORMED DURING THE APPROPRIATE TIME OF
YEAR.
14. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH AND LEFTOVER MATERIALS
PRIOR TO DEMOBILIZATION OF EQUIPMENT FROM THE SITE.
TABLE 2: BED MATERIAL COMPOSITION
REACH
ONSITE
HARVEST
MATERIAL
1/2"
STONE
(NO. 57)
PERCENTOF TOTAL MIX
3/4" Z. STONE
STONE
(NO. 5) (SURGE)
6" STONE 12" STONE
NCDOT NCDOT
(CLASS A) (CLASS B)
DEPTH OF
BED
MATERIAL
(FT)
Dotson Branch 1
100%
REACH
Dotson
Branch 1
Dotson
Branch 2
0.5
Dotson Branch 2
100%
Charles
Branch
Crawford
Branch 1
Crawford
Branch 2
0.5
Dotson Branch 3
100%
Smart
Branch
Bam Branch
STREAM TYPE
0.6
Lower Dotson Branch
100%
B4
B4
B4
0.6
Medford Branch
100%
B4
B4
B4
0.5
Charles Branch
100%
0.90
1.31
1.43
0.5
Crawford Branch 1
100%
0.28
0.04
0.04
0.5
Crawford Branch 2
100%
WBIT (ft)
10.0
11.6 1
0.5
Ferguson Branch
100%
3.8
1 6.3
7.3
0.5
James Branch 1
100%
3.8
3.8
XSBKF (ft)
0.5
James Branch 2
100%
13.1
3.5
1.2
0.5
Smart Branch
100%
1.0
1.7
1.2
0.5
Bam Branch
100%
0.8
0.9
0.9
0.5
NOTE: IT IS ANTICIPATED THAT ADEQUATE BED MATERIAL WILL BE AVAILABLE FOR HARVEST ON SITE, AND THAT
NO QUARRY STONE WILL BE REQUIRED FOR USE AS BED MATERIAL. THE D50 OF INSTALLED BED MATERIAL
SHALL BE APPROXIMATELY 40mm (MIN).
CONSTRUCTION SEQUENCE
THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH THE
PLANS AND AS DIRECTED BY THE ENGINEER.
THE CONTRACTOR SHALL CONDUCT STREAM WORK, INCLUDING INSTALLATION OF IN -STREAM
STRUCTURES, GRADING, STABILIZATION MEASURES, AND SEEDING AND MULCHING, ON A SECTION OF
STREAM THAT CAN BE ENTIRELY COMPLETED IN A SINGLE DAY.
1. THE CONTRACTOR SHALL IDENTIFY THE PROJECT BOUNDARY, LIMITS OF DISTURBANCE, SENSITIVE
AREAS, STAGING AREAS, AND CONSTRUCTION ENTRANCES WITH THE ENGINEER.
2. THE CONTRACTOR SHALL PREPARE STABILIZED CONSTRUCTION ENTRANCES,
3. THE CONTRACTOR SHALL MOBILIZE EQUIPMENT, MATERIALS, PREPARE STAGING AREAS, AND
STOCKPILE AREAS.
4. CONSTRUCTION TRAFFIC TO BE LIMITED TO -LIMITS OF DISTURBANCE' AS INDICATED ON THE
CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER.
5. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY ROCK CHECK DAMS, SILT FENCE, AND
MULCHING AROUND ALL CONSTRUCTION AREAS INCLUDING STAGING AND STOCKPILE AREAS AS
INDICATED ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER.
6. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY STREAM CROSSINGS. DITCHES AND STREAM
REACHES WILL BE LEFT OPEN DURING INITIAL PHASES OF CONSTRUCTION TO ALLOW FOR
DRAINAGE AND TO KEEP SITE ACCESSIBLE.
7. PUMP -AROUND OPERATION SHALL BE USED TO DIVERT FLOW DURING CONSTRUCTION EXCEPT AS
ALLOWED BY THE ENGINEER. ALL EXCAVATION SHALL BE PERFORMED IN THE DRY OR IN
ISOLATED REACHES EXCEPT AS ALLOWED BY THE ENGINEER.
B. THE CONTRACTOR SHALL BEGIN CLEARING, FLOODPLAIN EXCAVATION, AND GRADING WORK TO
DESIGN GRADES Al THE UPSTREAM END OF THE CHANNEL AS INDICATED ON THE CONSTRUCTION
PLANS, THE CONTRACTOR SHALL NOT DISTURB ANY MORE FLOODPLAIN AREA LARGER AND
STREAM REACH LONGER THAN CAN STABILIZED IN ONE DAY.
9. ONCE A SECTION OF STREAM AND FLOODPLAIN HAVE BEEN EXCAVATED TO DESIGN GRADES,
IN -STREAM STRUCTURES, MATTING, AND TRANSPLANTS SHALL BE INSTALLED IN THAT SECTION.
EXISTING BED MATERIAL SHALL BE HARVESTED AND PLACED IN THE CONSTRUCTED CHANNEL.
10. THE CONTRACTOR SHALL BEGIN INSTALLING IN -STREAM STRUCTURES FROM THE UPSTREAM
SECTION WORKING DOWNSTREAM. ALL CONSTRUCTION WORK IS TO BE PERFORMED IN THE DRY
UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR OTHER REGULATORY AGENCY. IF EXCESSIVE
SEDIMENTATION DOWNSTREAM BECOMES A CONCERN, THE ENGINEER OR PROJECT MANAGER IN
CHARGE MAY DIRECT THE CONTRACTOR TO INSTALL A TEMPORARY ROCK CHECK DAM AND
SETTLING BASIN DOWNSTREAM. THIS AREA IS TO BE MAINTAINED ON A REGULAR BASIS BY THE
CONTRACTOR.
it. ONCE A STREAM WORK PHASE IS COMPLETE, THE CONTRACTOR WILL APPLY TEMPORARY SEEDING,
PERMANENT SEEDING, AND MULCH TO ALL AREAS DISTURBED DURING CONSTRUCTION,
TEMPORARY AND PERMANENT SEEDING MIXTURES WILL BE APPLIED AS SHOWN ON THE PLANTING
PLAN. TEMPORARY SEEDING WILL BE APPLIED IN ALL AREAS SUSCEPTIBLE TO EROSION SUCH
THAT GROUND COVER IS ESTABLISHED WITHIN 7 WORKING DAYS FOLLOWING COMPLETION OF ANY
GRADING PHASE. PERMANENT GROUND COVER WILL BE ESTABLISHED FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
12. ALL SEEDING AND MULCHING SHALL BE COMPLETED BEFORE LEAVING THE PROJECT SITE ALONG
WITH REMOVAL OF ANY TEMPORARY STREAM CROSSINGS AND TEMPORARY CHECK DAMS.
13. THE CONTRACTOR OR OTHER QUALIFIED PERSONNEL SHALL PLANT ALL WOODY VEGETATION AND
INSTALL LIVE STAKING ACCORDING TO THE PLANTING DETAILS AND SPECIFICATIONS. ALL
PERMANENT SEEDING AND PLANTINGS SHALL BE PERFORMED DURING THE APPROPRIATE TIME OF
YEAR.
14. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH AND LEFTOVER MATERIALS
PRIOR TO DEMOBILIZATION OF EQUIPMENT FROM THE SITE.
GENERAL NOTES:
1. CONTRACTOR SHALL PERFORM ALL NECESSARY SUBSURFACE
UTILITY INVESTIGATIONS PRIOR TO COMMENCING CONSTRUCTION,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFICATION OF EXISTING CONDITIONS, OBSTRUCTIONS, AND
UTILITIES WHICH MAY AFFECT PROPOSED WORK.
2. ALL MECHANIZED EQUIPMENT OPERATED IN OR NEAR THE STREAM
OR ITS TRIBUTARIES SHALL BE INSPECTED REGULARLY AND
MAINTAINED TO PREVENT CONTAMINATION OF STREAM WATERS
FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC
MATERIALS. A CONTINGENCY PLAN SHALL BE DEVELOPED FOR THE
USE OF THESE MATERIALS, INCLUDING SPILL CONTAINMENT, CLEAN
UP, AND NOTIFICATION TO THE APPROPRIATE AGENCIES. SPILL
KITS, SORBENTS, AND CONTAINERS FOR DISPOSAL SHALL BE
RETAINED ON SITE.
3. ALL EQUIPMENT MAINTENANCE SHALL BE PERFORMED AT LEAST
50 FT FROM THE STREAM OR ITS TRIBUTARIES.
4. CLEARING AND GRUBBING SHALL BE LIMITED TO THAT WHICH IS
NECESSARY FOR CONSTRUCTION OF THE PROPOSED CHANNEL
AND SHALL BE APPROVED BY THE ENGINEER.
5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE INGRESS AND
EGRESS FROM SITE FOR ALL VEHICLES INCLUDING, BUT NOT
LIMITED TO, TRAFFIC ON ADJACENT PUBLIC ROADS AFFECTED BY
CONSTRUCTION TRAFFIC.
6. CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIALS
GENERATED BY CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH
ALL FEDERAL, STATE AND LOCAL REGULATIONS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO
EXISTING FACILITIES FROM DAMAGES OCCURRING AS A RESULT OF
CONSTRUCTION ACTIVITIES.
8. THE INSTALLATION OF EROSION CONTROL MEASURES AND
PRACTICES SHALL OCCUR PRIOR TO LAND DISTURBING ACTIVITIES.
SURVEY:
THE COORDINATE SYSTEM IS THE NAD83 NORTH CAROLINA STATE
PLANE GRID.
THE VERTICAL DATUM IS NAVD88.
CHANNEL CONSTRUCTION NOTES
1. CONSTRUCTION SHALL BEGIN AT THE UPSTREAM END OF EACH
CHANNEL REACH AND PROCEED DOWNSTREAM UNLESS APPROVED
OTHERWISE BY THE ENGINEER,
2. BED MATERIAL ON RIFFLE SECTIONS SHALL CONSIST OF BED
MATERIAL EXCAVATED FROM EXISTING CHANNEL. WHERE
INSUFFICIENT BED MATERIAL IS PRESENT IT SHALL BE
SUPPLEMENTED WITH MATERIAL ACCORDING TO TABLE 2 AND AS
DIRECTED BY THE ENGINEER.
3. THE CHANNEL BANKS SHALL BE STABILIZED ACCORDING TO THE
BANK PROTECTION DETAILS ON SHEET 3A.
4. DIMENSION TOLERANCES SHALL BE AS FOLLOWS:
WIDTH: +/- 0.5 FT
DEPTH: +/- 0.1 FT
RIFFLE ELEVATIONS: +/- 0.1 FT
POOL ELEVATIONS: + 0.1 FT, - 0.5 FT
STRUCTURE ELEVATIONS: +/- 0.1 FT
5. EXISTING CHANNEL INDICATED TO BE FILLED ON PLANS SHALL BE
BACKFILLED WITH 1 -FOOT LIFTS AND COMPACTED TO IN-SITU
SOIL DENSITY. CHANNEL SHALL BE FREE FROM BRUSH AND
ORGANIC DEBRIS PRIOR TO BACKFILLING.
6. PUMP AROUND OPERATION SHALL BE USED TO DIVERT FLOW
DURING CONSTRUCTION WHEN PRACTICAL.
TREE SURVEY/HARVEST/PROTECTION NOTES:
1. WOODY MATERIAL WILL BE HARVESTED ON-SITE FOR USE AS
IN -STREAM STRUCTURES FOR STREAMBANK STABILITY, GRADE
CONTROL, AND AQUATIC HABITAT ENHANCEMENT/RESTORATION.
WOODY MATERIAL INCLUDES BOTH LARGE AND SMALL SIZE
DIAMETER TREES INCLUDING STEM AND ROOT MASS. TREES WILL
BE HARVESTED FROM UPLAND AREAS AS WELL AS ALONG
RECONSTRUCTED STREAM BANKS DURING THE RESTORATION
CONSTRUCTION PROCESS.
2. PREFERRED HARVEST TREES TO BE SELECTED FOR RESTORATION
PURPOSES SHALL FIRST INCLUDE ALL DISEASED, DAMAGED,
HAZARD, AND UNDESIRABLE TREE SPECIES UNTIL THE QUANTITIES
NEEDED FOR STREAM RESTORATION ARE MET. AREAS SELECTED
FOR HARVEST SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE
AND DELINEATED BY A CERTIFIED ARBORIST OR OTHER
PROFESSIONAL ECOLOGIST/BIOLOGIST.
3. TRANSPLANTS WILL BE SELECTED AND RELOCATED AS DIRECTED
BY THE ENGINEER.
4. ALL WOODY MATERIALS WILL BE STOCKPILED IN THE APPROVED
STAGING AND STOCKPILE AREAS.
5. IN ALL AREAS WHERE TREES ARE HARVESTED PROPER BMP AND
EROSION AND SEDIMENT CONTROL WILL BE IMPLEMENTED AND
THE AREA IMMEDIATELY STABILIZED WITH TEMPORARY AND
PERMANENT SEEDING/MULCH AS HARVESTING OCCURS.
TABLE 3: MORPHOLOGIC TABLE
REACH
Dotson
Branch 1
Dotson
Branch 2
Dotson
Branch 3
Lower
Dotson
Branch
Medford
Branch
Charles
Branch
Crawford
Branch 1
Crawford
Branch 2
Ferguson
Branch
James
Branch 1
James
Branch 2
Smart
Branch
Bam Branch
STREAM TYPE
B4
B4
B4
B4
B4
B4
B4
B4
B4
B4
B4
B4
B4
DRAINAGE AREA mit
0.62
0.90
1.31
1.43
0.23
0.05
0.19
0.28
0.04
0.04
0.08
0.05
0.05
WBIT (ft)
10.0
11.6 1
13.5
14.0
6.8
3.8
1 6.3
7.3
1 3.5
3.5
4.5 1
3.8
3.8
XSBKF (ft)
7.2
9.4
12.3
13.1
3.5
1.2
3.1
4.1
1.0
1.0
1.7
1.2
1.2
dra:AN (ft)
0.7
0.8
0.9
0.9
0.5
0.3
0.5
0.6
0.3
0.3
0.4
0.3
0.3
dMkX (ft)
1.0
1.1
1.2
1.3
0.8
0.5
0.7
0.8
0.5
0.5
0.6
0.5
0.5
SAVG ()
0.016
0.013
0.010
0.020
0.018
O.D60
0.020
0.019
0.054
0.066
0.058
0.042
0.030
SVALLBY (ft/ft)
0.017
0.010
0.010
0.021
0.021
0.063
0.021
0.018
0.056
0.067
0.041
0.048
0.039
W/O RATIO
13.9
14.3
14.8
14.9
13.0
11.9
12.8
13.1
11.7
11.7
12.2
11.9
11.9
ENTRENCHMENT RATIO
1.7
1.1
1.0 1
1.4
1 0.0
1 1.9
1 1.7 1
0.5
0.0
0.0
0.0
2.0
0.0
SINUOSITY
1.01
1.02
1.01
1.03
1.00
1.00
1.03
1.01
1.04
1.01
1.05
1.01
1.1
POOL -POOL RATIO
3.4-5.7
3.6-6.1
3.9-6.4
3.7-6.2
3.6-6
2.1-3.4
3.3-5.6
3.3-5.5
2.2-3.6
1.8-2.9
2.8-4.6
2.5-4.2
2.8-4.7
MEANDER WIDTH RATIO
1.9
2.1
2.1
2.0
1.9
1.8
2.2
1.8
2.1
2.8
2.1
2.1
1 1.8
GENERAL NOTES:
1. CONTRACTOR SHALL PERFORM ALL NECESSARY SUBSURFACE
UTILITY INVESTIGATIONS PRIOR TO COMMENCING CONSTRUCTION,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFICATION OF EXISTING CONDITIONS, OBSTRUCTIONS, AND
UTILITIES WHICH MAY AFFECT PROPOSED WORK.
2. ALL MECHANIZED EQUIPMENT OPERATED IN OR NEAR THE STREAM
OR ITS TRIBUTARIES SHALL BE INSPECTED REGULARLY AND
MAINTAINED TO PREVENT CONTAMINATION OF STREAM WATERS
FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC
MATERIALS. A CONTINGENCY PLAN SHALL BE DEVELOPED FOR THE
USE OF THESE MATERIALS, INCLUDING SPILL CONTAINMENT, CLEAN
UP, AND NOTIFICATION TO THE APPROPRIATE AGENCIES. SPILL
KITS, SORBENTS, AND CONTAINERS FOR DISPOSAL SHALL BE
RETAINED ON SITE.
3. ALL EQUIPMENT MAINTENANCE SHALL BE PERFORMED AT LEAST
50 FT FROM THE STREAM OR ITS TRIBUTARIES.
4. CLEARING AND GRUBBING SHALL BE LIMITED TO THAT WHICH IS
NECESSARY FOR CONSTRUCTION OF THE PROPOSED CHANNEL
AND SHALL BE APPROVED BY THE ENGINEER.
5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE INGRESS AND
EGRESS FROM SITE FOR ALL VEHICLES INCLUDING, BUT NOT
LIMITED TO, TRAFFIC ON ADJACENT PUBLIC ROADS AFFECTED BY
CONSTRUCTION TRAFFIC.
6. CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIALS
GENERATED BY CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH
ALL FEDERAL, STATE AND LOCAL REGULATIONS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO
EXISTING FACILITIES FROM DAMAGES OCCURRING AS A RESULT OF
CONSTRUCTION ACTIVITIES.
8. THE INSTALLATION OF EROSION CONTROL MEASURES AND
PRACTICES SHALL OCCUR PRIOR TO LAND DISTURBING ACTIVITIES.
SURVEY:
THE COORDINATE SYSTEM IS THE NAD83 NORTH CAROLINA STATE
PLANE GRID.
THE VERTICAL DATUM IS NAVD88.
CHANNEL CONSTRUCTION NOTES
1. CONSTRUCTION SHALL BEGIN AT THE UPSTREAM END OF EACH
CHANNEL REACH AND PROCEED DOWNSTREAM UNLESS APPROVED
OTHERWISE BY THE ENGINEER,
2. BED MATERIAL ON RIFFLE SECTIONS SHALL CONSIST OF BED
MATERIAL EXCAVATED FROM EXISTING CHANNEL. WHERE
INSUFFICIENT BED MATERIAL IS PRESENT IT SHALL BE
SUPPLEMENTED WITH MATERIAL ACCORDING TO TABLE 2 AND AS
DIRECTED BY THE ENGINEER.
3. THE CHANNEL BANKS SHALL BE STABILIZED ACCORDING TO THE
BANK PROTECTION DETAILS ON SHEET 3A.
4. DIMENSION TOLERANCES SHALL BE AS FOLLOWS:
WIDTH: +/- 0.5 FT
DEPTH: +/- 0.1 FT
RIFFLE ELEVATIONS: +/- 0.1 FT
POOL ELEVATIONS: + 0.1 FT, - 0.5 FT
STRUCTURE ELEVATIONS: +/- 0.1 FT
5. EXISTING CHANNEL INDICATED TO BE FILLED ON PLANS SHALL BE
BACKFILLED WITH 1 -FOOT LIFTS AND COMPACTED TO IN-SITU
SOIL DENSITY. CHANNEL SHALL BE FREE FROM BRUSH AND
ORGANIC DEBRIS PRIOR TO BACKFILLING.
6. PUMP AROUND OPERATION SHALL BE USED TO DIVERT FLOW
DURING CONSTRUCTION WHEN PRACTICAL.
TREE SURVEY/HARVEST/PROTECTION NOTES:
1. WOODY MATERIAL WILL BE HARVESTED ON-SITE FOR USE AS
IN -STREAM STRUCTURES FOR STREAMBANK STABILITY, GRADE
CONTROL, AND AQUATIC HABITAT ENHANCEMENT/RESTORATION.
WOODY MATERIAL INCLUDES BOTH LARGE AND SMALL SIZE
DIAMETER TREES INCLUDING STEM AND ROOT MASS. TREES WILL
BE HARVESTED FROM UPLAND AREAS AS WELL AS ALONG
RECONSTRUCTED STREAM BANKS DURING THE RESTORATION
CONSTRUCTION PROCESS.
2. PREFERRED HARVEST TREES TO BE SELECTED FOR RESTORATION
PURPOSES SHALL FIRST INCLUDE ALL DISEASED, DAMAGED,
HAZARD, AND UNDESIRABLE TREE SPECIES UNTIL THE QUANTITIES
NEEDED FOR STREAM RESTORATION ARE MET. AREAS SELECTED
FOR HARVEST SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE
AND DELINEATED BY A CERTIFIED ARBORIST OR OTHER
PROFESSIONAL ECOLOGIST/BIOLOGIST.
3. TRANSPLANTS WILL BE SELECTED AND RELOCATED AS DIRECTED
BY THE ENGINEER.
4. ALL WOODY MATERIALS WILL BE STOCKPILED IN THE APPROVED
STAGING AND STOCKPILE AREAS.
5. IN ALL AREAS WHERE TREES ARE HARVESTED PROPER BMP AND
EROSION AND SEDIMENT CONTROL WILL BE IMPLEMENTED AND
THE AREA IMMEDIATELY STABILIZED WITH TEMPORARY AND
PERMANENT SEEDING/MULCH AS HARVESTING OCCURS.

ANCHOR ROCK
/
8
BACKFILL
SEE BACKFILL NOTES
FLOW (�
EXTEND FILTER FABRIC 2' MIN / `'\
PAST END OF STRUCTURE (TYP)
I
NOTE: SEE TABLE 4 FOR BOULDER DIMENSION
TOTAL LOG LENGTH (FT)
LOG SILL
BURY END OF LOG
PLAN VIEW
VANE INTO CHANNEL
NOT TO SCALE
BANK (SEE TABLE
C BRUSH TOE
FOR 'X' MIN)
(LENGTH 3')
VANE INTO CHANNEL
ANCHOR ROCK �
BANK (SEE TABLE
DOTSON BRANCH 2
FOR 'X' MIN)
8
4
BACKFILL -.
19
SEE BACKFILL NOTES
14
4
5
i
24
/
14
45-5 j Q
5
STRUCTURAL INVERTLOG/�
/-CKER
,tiq•
(GRADE PT. ELEV)
�p
3
2.5-3.5 2.0-2.5 1.5-2.0
FLOW
CHARLES BRANCH
FILTER ° STRUCTURE
-� fE
3
FABRIC
9
A
5
10
3
EXTEND FILTER FABRIC 2' MIN BACKFILL
PAST END OF STRUCTURE (TYP) SEE BACKFILL NOTES i' EXTEND FILTER FABRIC 2' MIN
PAST END OF STRUCTURE (TYP)
i
BURY END OF LOG /
VANE INTO CHANNEL BURY END OF ROCK
BANK (SEE TABLE FILTERFABRIC ' 45-5 Q SILL INTO CHANNEL
FOR 'X' MIN) / ^ BANK (SEE TABLE
__4STRUCTURE INVERT I / p�" FOR 'X' MIN)
(GRADE PT. ELEV)
DIRECTION 6
STA LOCATION OF CURVE
FLOW _ �! B DIRECTION
/ OF CURVE
/ STRUCTURE STA LOCATION
/
�V
S I GRADE SET 0.2' ABOVE
I 3l STRUCTURE INVERT
EXTEND FILTER FABRIC 2' MIN A NOTE: SEE TABLE 4 FOR BOULDER DIMENSIONS
PAST END OF STRUCTURE (TYR)
BOULDER SILL
PLAN VIEW
BURY END OF ROCK NOT TO SCALE
EXTEND FILTER FABRIC 2' MIN SILL INTO CHANNEL
PAST END OF STRUCTURE (TYR) BANK (SEE TABLE
FOR 'X' MIN)
o:
o EXTEND FILTER FABRIC 2' MIN
a PAST END OF STRUCTURE
BURY END OF LOG FILTER FABRIC- w
VANE INTO CHANNEL
BANK (SEE TABLE B
FOR 'X' MIN) / °
STA LOCATION
DIRECTION
OF CURVE
EXTEND FILTER FABRIC 2' MIN / C
PAST END OF STRUCTURE (TYP) �I I�
TJI�1
/
�/
TOTAL LOG LENGTH (FT)
NOTE: SEE TABLE 4 FOR
BOULDER DIMENSIONS
w
STRUCTURES
W
(FT)
X
(FT)
BOULDERS
LENGTH WIDTH DEPTH
(FT) (FT) (FT)
TOTAL LOG
LENGTH (FT)
C BRUSH TOE
- BURY END OF LOG
(LENGTH 3')
VANE INTO CHANNEL
2.5-3.5 2.0-2.5 1.5-2.0
BANK (SEE TABLE
DOTSON BRANCH 2
FOR 'X' MIN)
LOG SILL W/ BRUSH TOE
4
PLAN VIEW
19
NOT TO SCALE
14
4
5
BURY END OF LOG VANE X' INTO CHANNEL BANKX
24
(SEE TABLE 4 FOR MIN DIMENSION "X�
14
EXTEND FILTER FABRIC 2' MIN
5
PAST END OF STRUCTURE (TYP)
24
B '-FOOTER ROCK (TYP)
EF_LOWI
DIRECTION
OF CURVE
STRUCTURE INVERT
AND STA LOCATION
(GRADE PT. ELEV)
BACKFILL SEE
BACKFILL NOTES
BACKFILL NOTES -
1. STRUCTURE BACKFILL MATERIAL SHALL CONSIST OF
ON-SITE SOIL COMPACTED TO IN-SITU DENSITY.
2. STRUCTURE BACKFILL CAP SHALL CONSIST OF 4-6'
STONE/GRAVEL HARVESTED ON-SITE.
3. ALL VOIDS AND GAPS BETWEEN BOULDERS AND
LOGS SHALL BE CHINKED WITH STONE PRIOR TO
INSTALLATION OF FILTER FABRIC.
TABLE
4: STRUCTURE DIMENSIONS
TOTAL LOG LENGTH (FT)
REACH
L
(FT)
STRUCTURES
W
(FT)
X
(FT)
BOULDERS
LENGTH WIDTH DEPTH
(FT) (FT) (FT)
TOTAL LOG
LENGTH (FT)
DOTSON BRANCH 1
10
3
3
2.5-3.5 2.0-2.5 1.5-2.0
16
DOTSON BRANCH 2
11
4
4
2.5-3.5 2.0-2.5 1.5-2.0
19
DOTSON BRANCH 3
14
4
5
2.5-3.5 2.0-2.5 1.5-2.0
24
LOWER DOTSON
14
5
5
2.5-3.5 2.0-2.5 1.5-2.0
24
MEDFORD BRANCH
6
2
3
2.5-3.5 2.0-2.5 1.5-2.0
12
CHARLES BRANCH
3
1
3
2.5-3.5 2.0-2.5 1.5-2.0
9
CRAWFORD BRANCH 1
5
2
3
2.5-3.5 2.0-2.5 1.5-2.0
11
CRAWFORD BRANCH 2
7
2
3
2.5-3.5 2.0-2.5 1.5-2.0
13
FERGUSON BRANCH
3
1
3
2.5-3.5 2.0-2.5 1.5-2.0
9
JAMES BRANCH
4
1
3
2.5-3.5 2.0-2.5 1.5-2.0
10
SMART BRANCH
3
1
3
2.5-3.5 2.0-2.5 1.5-2.0
9
BARN BRANCH
3
1
3
2.5-3.5 2.0-2.5 1.5-2.0
9
TABLE
l )J I
5: LOG DIAMETERS
TOTAL LOG LENGTH (FT)
MIN DIAMETER (IN) MAX DIAMETER (IN)
< 20
12 18
1.5 (MIN)
24
40-60
24 30
1\
3
/ /
20-40 18
1.5 (MIN)
Z=
A
SEE BACKFILL NOTES 'Z'
O
� J NOTE: SEE TABLE FOR MIN BOULDER DIMENSIONS
EXTEND FILTER FABRIC 2' MIN
BANK PROTECTION
SEE SHEET 3A
PAST END OF STRUCTURE
BANKFUIL
CHANNEL BED
9URY END OF LOG VANE X' INTO CH
BACKER
LOG ANCHOR ROCKS
BENCH
12" (MIN)
BOULDER ARCH
- �BANKFULL
6"-B" DIA FOOTER LOG
PLAN VIEW
-
o
•
NOT TO SCALE
BRUSH FILL
J TOP OF BRUSH
FILTER
FABRIC, A
- 2" ABOVE LOW WATER
BACKFILL
SECURE FABRIC
TO HEADER LOG
=
/I (GRADE PT. ELEV) CHANNEL BED BACKER LOG BACKFILL SEE BACKFILL NOTES OF FOOTER ROCK
/ 1 SEE TABLE 4 FOR SEE BACKFILL NOTES
1 BOULDER DIMENSIONS
� SECTION A -A �
NOT TO SCALE 12 -(MIN)
BACKFILL SEE
SECTION DETAIL
LOG VANE W/ HOOK
PLAN VIEW
NOT TO SCALE
�a
BACKFILL
SEE BACKFILL NOTES
HEADER ROCK
BENCH I
/ /
FILTER FABRIC BACKFILL CAP`bS
1.5 (MIN)
Z=
A
SEE BACKFILL NOTES 'Z'
O
CHANNEL BED
9URY END OF LOG VANE X' INTO CH
BACKER
LOG ANCHOR ROCKS
0
° oo
•
12" (MIN)
6"-B" DIA FOOTER LOG
(SEE TABLE 4 FOR MIN DIMENSION "X")
/1 P
o
•
FILTER
FABRIC, A
O
SOA
/
VOIDS SHALL BE
3' (MIN)
NOTE: BRUSH SHALL BE 4'
SEE TABLE FOR
HEADER CHINKED WITH BRUSH
LOG PRIOR TO INSTALLATION FLOWLONG
1"-3" DIA HARDWOOD
FLOW
LO DIMEN I NS
OF FILTER FABRIC -y
LIMBS.
/I
/ STRUCTURE INVERT
DIRECTION
OF CURVE
FILTER FABRIC
BACKFILL CAP
GRADE POINT ELEVATION
SET HEADER BACK SECTION C -C
1 13 TO 1 12 WIDTH NOT TO SCALE
/I (GRADE PT. ELEV) CHANNEL BED BACKER LOG BACKFILL SEE BACKFILL NOTES OF FOOTER ROCK
/ 1 SEE TABLE 4 FOR SEE BACKFILL NOTES
1 BOULDER DIMENSIONS
� SECTION A -A �
NOT TO SCALE 12 -(MIN)
BACKFILL SEE
SECTION DETAIL
LOG VANE W/ HOOK
PLAN VIEW
NOT TO SCALE
�a
BACKFILL
SEE BACKFILL NOTES
HEADER ROCK
BENCH I

PLANSHEET REPRESENTATION
CONSTRUCT BED, BANK, AND BANKFULL BENCH
NATURAL GROUND TEMPORARY AND PERMANENT
SEED AND STRAW MULCH
BANK PROTECTION
SEE DETAIL
CONSTRUCT BED, BANK AND BANKFULL BENCH -
SEE TABLE 1. SHEET 2 FOR DIMENSIONS
EXISTING CHANNEL BED
CONSTRUCT BED, BANK AND BANKFULL BENCH
(ABANDON EXISTING BANK FEATURE
NOT TO SCALE
PLANSHEET REPRESENTATION
CONSTRUCT BANK AND BANKFULL BENCH
MAINTAIN EXISTING BED WIDTH AND TOE LOCATION
/
TEMPORARY AND PERMANENT
NATURAL GROUND SEED AND STRAW MULCH
BANK PROTECTION
SEE DETAIL
CONSTRUCT BANK AND BANKFULL BENCH -
SEE TABLE 1, SHEET 2 FOR DIMENSIONS
EXISTING TOE LOCATION
EXISTING CHANNEL BED
CONSTRUCT BANK AND BANKFULL BENCH
(MAINTAIN EXISTING BEDS
NOT TO SCALE
PLANSHEET REPRESENTATION
MAINTAIN EXISTING BED WIDTH, TOE,
/ BANK AND BANKFULL BENCH LOCATION
NATURAL GROUND
—EXISTING CHANNEL BED
MAINTAIN EXISTING CHANNEL AND BANKFULL BENCH
NOT TO SCALE
uSUBGRADE
BED MATERIAL DETAIL
NOT TO SCALE
TECTION
SEE SHEET 2, CHANNEL k- ­­ MAT)
CONSTRUCTION NOTE 1 SEE DETAIL AND SHEET 2,
CHANNEL CONSTRUCTION NOTE 2
PROPOSED OR EXISTING
DITCH OR PIPE - SIZE,
TYPE AND NUMBER AS
INDICATED ON PLAN
SHEET
C
TOP OF BANK
TOE OF BANK
FLOW _
TOE OF BANK
TOP OF BANK
C
12" STONE (TYP)
D/S FACE OF (CLASS B RIPRAP)
PIPE OR END
OF DITCH
RIP RAP OUTLET PROTECTION - PLAN
NOT TO SCALE
0
o m
0
0
ARMORED RIFFLE
BED MATERIAL
6" FROM TOE
BANK PROTECTION - METHOD 1 J
(SEE BANK PROTECTION DETAIL)
STONE DEPTH 18 SECTION D -D
NOT TO SCALE
NATURAL
GROUND
5' 1 1.4xW_
EXISTING CHANNEL
12" STONE (TYP) r 18" (MIN)
VARIES � (CLASS B RIPRAP) /
RIP RAP OUTLET PROTECTION - SECTION C -C
NOT TO SCALE
5'
BANKFULL
BENCH
TERRACE
NATURAL GROUND
FILTER FABRIC
/
m
o
2' (MIN)
TOE OF BANK��. %
COIR FIBER a
/
�
MATTING 0
BANKFULL
x
BENCH
TOE MATTING INTO CHANNEL
m
o
i �
0 0 0 0� i�
NOTE: ARMORED RIFFLE MATERIAL AND
BED BY INSTALLING BED
�72'X
- _
STRUCTURE BACKFILL SHALL BE COMPOSED OF
MATERIAL AFTER INSTALLATION
o-
MATERIAL IN THE FOLLOWING PROPORTIONS AS
OF MATTING
FLOW _ 0 0 0 0 0': I
DIRECTED BY THE ENGINEER:
SEED AND STRAW
HARDWOOD
MATERIAL % BY VOLUME
-"`•-'-^--••�
TOPSOIL AND SODo
STAKES ON 2' CENTERS 0 0 0 0 0 0 0
12" STONE (CLASS B) 60%
SALVAGED FROM SITE
,• �\
6" STONE (CLASS A) 30%
BED MATERIAL
ANCHORS ON
'., •'1 1
o 0 00� 0 0
ONSITE SOIL 10%
3' CENTERS
2"X2"X18" HARDWOOD
TOE OF BANK
STAKES ON 2' CENTERS
BANK PROTECTION
T
OP OF BANK
SOD AND MAT
NOT TO SCALE
ARMORED RIFFLE DETAIL
NOT TO SCALE
PROPOSED OR EXISTING
DITCH OR PIPE - SIZE,
TYPE AND NUMBER AS
INDICATED ON PLAN
SHEET
C
TOP OF BANK
TOE OF BANK
FLOW _
TOE OF BANK
TOP OF BANK
C
12" STONE (TYP)
D/S FACE OF (CLASS B RIPRAP)
PIPE OR END
OF DITCH
RIP RAP OUTLET PROTECTION - PLAN
NOT TO SCALE
0
o m
0
0
ARMORED RIFFLE
BED MATERIAL
6" FROM TOE
BANK PROTECTION - METHOD 1 J
(SEE BANK PROTECTION DETAIL)
STONE DEPTH 18 SECTION D -D
NOT TO SCALE
NATURAL
GROUND
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EXISTING CHANNEL
12" STONE (TYP) r 18" (MIN)
VARIES � (CLASS B RIPRAP) /
RIP RAP OUTLET PROTECTION - SECTION C -C
NOT TO SCALE
5'
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FILTER FABRIC

PERMANENT CROSSING (,PIPE)
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SET AS INDICATED ON PLAN SHEETS
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ELEVATION A -A
NOT TO SCALE
6" AGGREGATE
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ON PLAN SHEETS
77=//77
APPROVED BACKFILL-/�
OR SELECT BACKFILL
MATERIAL --.-� 2' (MIN)
4" (MIN) LOOSELY PLACED APPROVED
12'
SUITABLE LOCAL MATERIAL OR SELECT
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BASE COURSE
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PERMANENT CROSSING (PIPE
12" (MIN)
(CLASS B RIPRAP)
SECTION B -B
PIPE SIZE, TYPE AND
NOT TO SCALE
NUMBER AS INDICATED
ON PLAN SHEETS
PIPE FOUNDATION
MATERIAL
PROPOSED CHANNEL
THROUGH
PROPOSED
FILTER FABRIC (TYP)
BED PIPE
CHANNEL BED
PERMANENT PERMANENT CROSSING(PIPE�
SECTION
NOT TO SCALE

2573
257
256
256
255
1
WoIFCreek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
O LICENSE NO. P-0417
121/2 wall St., Suite C Asheville, NC 28801
O O O O PHONE: [phone] www.WOLFCREEKENG.COM
+ + + +RO1R''DOT
(V SON BRANCH STREAM RESTORATION PROJECT
- .�
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573
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573
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ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
121/2 Aell St., SwtenC Asheville. NC 28801
CJO
256
255
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Wolf(D-eek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 W.11 St Suite Asheville, NC 28801
PHONE: (628 ) St.,C '
30WWW.WOLFCREEKENG.COM
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ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Wall St.. Suite C Asheville, NC 28801
PHONE: [phone] WWW.WOLFCREEKENG.COM
BRANCH STREAM RESTORATION PROJECT
DRAWINGS
RESOURCE INSTITUTE, INC.
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WolfCreek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Wall St.. Suite C Asheville, NC 28801
PHONE: [phone] WWW.WOLFCREEKENG.COM
BRANCH STREAM RESTORATION PROJECT
DRAWINGS
RESOURCE INSTITUTE, INC.
CONSTRUCTION
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Wolf0-eekEngineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Tell St., Suite C Asheville, NC 28801
C] PHONE: [phone] WWW.WOLFCREEKENG.COM
O DOTSON BRANCH STREAM RESTORATION PROJECT
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543
5401
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WOICCreek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
/ Q E NO. P-0417 ;' _
T F12 1/2 Mall St.,Suite C Asheville. NC 2BBOl
:o PERMI DRAWINGSRONE: [phone] MMM.MOLFCREEEENC.COY
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WoIFCreek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
(] Q 0 0 12 1/2 Bell St., Suite C Asheville, NC 28801
O O O O PHONE: [phone] WWW.WOlYCREEKENG.COM
'+' + 1 i "OIC DOTSON BRANCH STREAM RESTORATION PROJECT
iOURCE INSTITUTE, INC.
1N & PROFILE
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WoIFCreek Engineering
ENGINEERING A, ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Nell St., Svite C Asheville, NC 28801
PHONE: [phone] WWW.WOLFCREEEENG.COM
I� p�,1� �A� 'P0'°C'DOTSON BRANCH STREAM RESTORATION PROJECT
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Wolf Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSEP-0417
0
12 1/2 Well St., Suite CheviRe, NC 28801
_-� PHONE: [phone] WW1I.WOLPCREEEENG.COM
O _ DOTSON BRANCH STREAM RESTORATION PROJECT
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Wolf Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Rall St., Suite C AA6evill, NC 28801
PHONE: [phone] RRR.ROLFCREEKENG.COM
Z°°O;SO
DOTN BRANCH STREAM RESTORATION PROJECT
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Wolf Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Rsll St.. Suite C Asheville, NC 28801
PHONE: [phone] WWW.WOIYCREEKENG.COM
O p sascr DOTSON BRANCH STREAM RESTORATION PROJECT
IRON DUFF RD p p PERMI DRAWINGS RESOURCE INSTITUTE
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ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Rsll St.. Suite C Asheville, NC 28801
PHONE: [phone] WWW.WOIYCREEKENG.COM
O p sascr DOTSON BRANCH STREAM RESTORATION PROJECT
IRON DUFF RD p p PERMI DRAWINGS RESOURCE INSTITUTE
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i
-
0
0
20
0 20 60
o
>
m
m
SCALE IN FEET
243
243
242
242
J
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— _
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i
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ING TERRACE
-
1
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d
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-
D�
w
PROPOSED PERMANENT
- - EXIS
- - - - -
ING BED
J —
co
STREAM CROSSING (PIPED)
c
In
w
+
—
— —
-
-
--�-�— PROPOSED
BANKFULL
- --_--1.819
- _
_
N
PROPOSED
GRADE
I •
•
4351
4301
4251
'420
15:D+UU 1:Db+UU 157+00 158+00 159+00 160+00
FULL SIZE PLAN — HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' HALF SIZE PLAN — HORIZONTAL: 1" = 40' VERTICAL:1" = 4' LOWER DOTSON BRANCH

2433
2430
2425
2420
PROPOSED
LOWER DOTSON BRANCH
— EXISTING FENCE
TO BE REMOVED
---BY OTHERS
O Y -
2-430
Y
0
0
x
z
0
0
J
0
2430 ---
-END CONSTRUCTION
LOWER DOTSON BRANCH
_.. -._
EXISTING / �'j QO
' DOTSON BRANCH -
/�
--2430 ,0 i o
w
z z
0 0
20 0 20 60
SCALE IN FEET
LOCATION KEY
LEGEND
PROPOSED
0 o RIP RAP
PROPOSED
STREAM
RESTORATION
C1/LLLJ FILL
-_._......>,__ EXISTING
FENCE
EXISTING
u TREE
EXISTING TREE
TO SAVE
TRANSPLANT
433
Wolf Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Nall Sl., Suite C Asheville, NC 28801
PHONE: [phone] NNN,NOLFCREEKENG.COM
PERMIl DRAWINGS
DOTSON BRANCH STREAM RESTORATION PROJECT
RESOURCE INSTITUTE, INC.
NOT FOR CONSTRUCTION
�. PLAN & PROFILE
sr AS NOTED ETH °O1� s amT N°�
e1087
n Iz/Iz/Ie � cME 15
LOCATION KEY
LEGEND
PROPOSED
0 o RIP RAP
PROPOSED
STREAM
RESTORATION
C1/LLLJ FILL
-_._......>,__ EXISTING
FENCE
EXISTING
u TREE
EXISTING TREE
TO SAVE
TRANSPLANT
433
4301
4251
4201
24152415
160+00 161+00 162+00 163+00 164+00 165+00
FULL SIZE PLAN - HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' HALF SIZE PLAN - HORIZONTAL: 1" = 40' VERTICAL:1" = 4' LOWER DOTSON BRANCH
EXING
.
TERRq
i
EXIS
IS
ING
ACEI
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l
- --
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OSED-BANKFULL
PRO
OSED GRADE, I I --
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n
0
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-
-
-
4301
4251
4201
24152415
160+00 161+00 162+00 163+00 164+00 165+00
FULL SIZE PLAN - HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' HALF SIZE PLAN - HORIZONTAL: 1" = 40' VERTICAL:1" = 4' LOWER DOTSON BRANCH

RIPRAP —
OUTLET--\
255
255
255
255
255
2
Wolf Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Well St., Suite C Asheville, NC 28801
PHONE: [phone] WWW.WOlYCREEKENG.COM
CD DOTSON BRANCH STREAM RESTORATION PROJECT
-- -- ------ + DRAWINGS RESOURCE INSTITUTE, INC.
NOT FOR
0 CONSTRUCTION m. PLAN & PROFILE
NOTED
'ME 1087 Ls
EXISTING FENCE
_-TO BE REMOVED
BY OTHERS
c`V
. . ........
c�
PROPOSED JAMES LOCATION KEY
BRANCH
SEE SHEET 35 LEGEND
Q4j PROPOSED
RIP RAP
__j
Li Uj Uj Z PROPOSED
0 0 0 STREAM
RESTORATION
m m 00
V) (n
0 0 FILL
---------- F_
X: m m EXISTING
V)V)
_j FENCE
m m m EXISTING
TREE
0 0
0 0 0
EXISTING TREE
10 0 10 30 j V) TO SAVE
SCALEININ FEET TRANSPLANT
2559
2557
'x
C7 C7 -7
BEGINCONSTRUCTION
MEDFORD BRANCH
STA 200+00,
2
EXISTING
36" CMP _j
J
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2558
e556
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0
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...
_tX ISTING BED
255
255
255
255
255
2
Wolf Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Well St., Suite C Asheville, NC 28801
PHONE: [phone] WWW.WOlYCREEKENG.COM
CD DOTSON BRANCH STREAM RESTORATION PROJECT
-- -- ------ + DRAWINGS RESOURCE INSTITUTE, INC.
NOT FOR
0 CONSTRUCTION m. PLAN & PROFILE
NOTED
'ME 1087 Ls
EXISTING FENCE
_-TO BE REMOVED
BY OTHERS
c`V
. . ........
c�
PROPOSED JAMES LOCATION KEY
BRANCH
SEE SHEET 35 LEGEND
Q4j PROPOSED
RIP RAP
__j
Li Uj Uj Z PROPOSED
0 0 0 STREAM
RESTORATION
m m 00
V) (n
0 0 FILL
---------- F_
X: m m EXISTING
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m m m EXISTING
TREE
0 0
0 0 0
EXISTING TREE
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SCALEININ FEET TRANSPLANT
5541
amm
546
UU+UU CfUU+SU �ui+uu LM+bU 202+00 202+50
FULL SIZE PLAN - HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1 1' HALF SIZE PLAN - HORIZONTAL: 1" = 20' VERTICAL:1" = 2' MEDFORD BRANCH�
2559
2557
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2555
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2558
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2558
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25
A
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5541
amm
546
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FULL SIZE PLAN - HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1 1' HALF SIZE PLAN - HORIZONTAL: 1" = 20' VERTICAL:1" = 2' MEDFORD BRANCH�

if Z:) a:
255
254
254
254
254
2UCTJU CUJTUU LU.stz)U cfU4+UU 1'_U4+50 205+00
FULL SIZE PLAN — HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1 " = 1' HALF SIZE PLAN — HORIZONTAL: 1 " = 20' VERTICAL:1" = 2'
_ - to _
+
W
W
W
W
x
x
x
x
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x
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0
Wolf Creek Engineering
ENGINEERING A, ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 W01 St.. Suite C A.h-lle, NC 28801
0PHONE: [phone] WWW.WOIYCREEKENG.COM
Lc) i "^"" DOTSON BRANCH STREAM RESTORATION PROJECT
+ /i P ERY -11 DRAWINGS RESOURCE INSTITUTE, INC.
o, — -OT NFOR CONSTRUCTION m PLAN & PROFILE
N ,
EXISTING FENCE
TO BE REMOVED
BY OTHERS
O
O
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w
0
w
o
x
x
:D
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m
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0
1087 1 17
tf1
O
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Z
S LOCATION KEY
U LEGEND
Q
PROPOSED
0 o RIP RAP
PROPOSED
STREAM
RESTORATION
FI LL
EXISTING
FENCE
EXISTING
TREE
EXISTING TREE
TO SAVE
c TRANSPLANT
549
548
5461
5441
5421
'540
MEDFORD BRANCH

2547
2546
2544
2542
2540
O
Ln_._. _....
In
0
N
PROPOSED PERMANENT
STREAM CROSSING
(PIPED) i
PROPOSED
MEDFX- BRANC
PROPOSED RIP RAP
OUTLET PROTECTION
Li
0
I-
X:
V)
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m
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0
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+ / + / +
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EXISTING FENCE /� x
-TO BE REMOVED , `
CAUTION: ,— --
BY OTHERS EXISTING OVERHEAD UTILITY ;' \
EXISTING= '
MEDFORD BRANCH SALVAGE CORRAL PAUSE CONSTRUCTION
-' t ->-----,<-/ (BY OTHERS)— —_____ MEDFORD BRANCH
- -- STA 207+48
-
o
0
p
K ) � RIP RAP
PROPOSED
0
to
m
w w
OF
�
w
EXISTING
_ m
o
U) N
�� 3
=
0In
7
o
p
O–....__0
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w
m
In
m
E TRANSPLANT
PROPOSED PERMANENT
J _ J
-�--�
J
J
V) Vl
10 0 10
30 V)
—__...
0
C7...__.__.._._.
p o
SCALE IN FEET
—,
W0111 Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Well St., Site C Asheville, NC 28801
PHONE: [phone] WWW.WOLFCREEKENG.COM
DOTSON BRANCH STREAM RESTORATION PROJECT
DRAWINGS RESOURCE INSTITUTE, INC.
CONSTRUCTION . PLAN Sc PROFILE
acus AS NOTED er ETB'T
n 12/12/16 �' CME P1087 �� 1xsm8
O
O
\ \\ Lo
LJ
Z
J
U
Q LOCATION KEY
X
PROPOSED PERMANENT
STREAM CROSSING tii
(PIPED)
w
w
0
p
K ) � RIP RAP
PROPOSED
0
of
m
m
m
EXISTING
3
J
J
U) - -.-___
to
o
p
O–....__0
J
J
EXISTING. TERRACE .
TO SAVE
547
546
a -n l
5421
2538 206+50 20 2538
205+00 205+50 206+00 7+00 207+50
FULL SIZE PLAN — HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' HALF SIZE PLAN — HORIZONTAL: 1 " = 20' VERTICAL:1 " = 2' MEDFORD BRANCH
LEGEND
PROPOSED
K ) � RIP RAP
PROPOSED
STREAM
RESTORATION
FILL
EXISTING
FENCE
-
�..—..._.
EXISTING
l�
-.
TREE
-
- -
EXISTING TREE
EXISTING. TERRACE .
TO SAVE
E TRANSPLANT
PROPOSED PERMANENT
547
546
a -n l
5421
2538 206+50 20 2538
205+00 205+50 206+00 7+00 207+50
FULL SIZE PLAN — HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' HALF SIZE PLAN — HORIZONTAL: 1 " = 20' VERTICAL:1 " = 2' MEDFORD BRANCH
-
—
-
_
-
- -
— --
EXISTING. TERRACE .
PROPOSED PERMANENT
--- -
- EXISTING BED
—,
- —
STREAM CROSSING
- !
_-
-
2
-
- ---
--(PIPED)
-
- - —
- -
_
-.
PROPOSED -BANKFULL
I
PROPOSED GRADE
I
— _ +
PROPOSED PERMANENT
:
--_
-
-._
_ STREAM CROSSING (PIPED)
-__.. __... - _
41%
....
- _ ...
_....... ....
i
-
-
—_
—
.---
EXISTING 36" CMP
---- _
+�
-
—
x
_
269'. :
-
-
-
f
--------------------
-I
,
547
546
a -n l
5421
2538 206+50 20 2538
205+00 205+50 206+00 7+00 207+50
FULL SIZE PLAN — HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' HALF SIZE PLAN — HORIZONTAL: 1 " = 20' VERTICAL:1 " = 2' MEDFORD BRANCH

,
254
�
|254
254
254
|254
0
00
PROPOSED PERMANENT
STREAM CROSSING (PIPED)
/-RESUME CONSTRUCTION,-/
MEDFORD BRANCH
STA 207+77
PROPOSED RIORAP
OUTLET
PROTECTION
o
o
L0
o
+
+
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DRIVEWAY
Woll 0 -eek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
PHONE: [phone] WWW.WOLFCREEKENG.CDM
DOTSON BRANCH STREAM RESTORATION PROJECT
PtE� DRAWINGS RESOURCE INSTITUTE, INC.
OT FOR CONSTRUCTION PLAN & PROFILE
cn
LOCATION KEY
LEGEND
PROPOSED
RIP RAP
PROPOSED
STREAM
RESTORATION
FILL
EXISTING
FENCE
EXISTING
TREE
EXISTING TREE
TO SAVE
TRANSPLANT
543
542|
/
EXISTING- TERRACE
EXISTING FENCE
2346-
254P2
TO BE REMOVED
EXISTING BED
BY OTHERS
ir
Ckf
w Ir
GRA DE
SCALE IN FEET
-PROPOSED
Woll 0 -eek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
PHONE: [phone] WWW.WOLFCREEKENG.CDM
DOTSON BRANCH STREAM RESTORATION PROJECT
PtE� DRAWINGS RESOURCE INSTITUTE, INC.
OT FOR CONSTRUCTION PLAN & PROFILE
cn
LOCATION KEY
LEGEND
PROPOSED
RIP RAP
PROPOSED
STREAM
RESTORATION
FILL
EXISTING
FENCE
EXISTING
TREE
EXISTING TREE
TO SAVE
TRANSPLANT
543
542|
/
EXISTING- TERRACE
2346-
254P2
EXISTING BED
GRA DE
-PROPOSED
PRO SED PtRIMMENT-
/--EXIIIII TING 36" CMP
2
BE
REPLACED
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) 407—.
5401
im
5361
w
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| cu/-rjo
~ ^�
"° cuC�ulj+uu
FULL SIZE PLAN - HORIZONTAL SCALE 1^ = 10' VERTICAL SCALE: 1^ = 1'
CfU'J+:DU 210+00
HALF SIZE PLAN - HORIZONTAL: 1^ = 20' VERTCAL1^ = 2'
MEDFORD BRANCH

254
253
253
253
253
2
REMOVED
Wolf Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Mall St.. Suite C Asheville. NC 28801
PHONE: [phone] MMM.WOLYCREEKENG.COM
— DOTSON BRANCH STREAM RESTORATION PROJECT
PERMI DRAWINGS '"" RESOURCE INSTITUTE, INC.
NOT FOR CONSTRUCTION m, PLAN & PROFILE
AS NOTEDETB
a 12/12/16 m CME 1087 20
r
LOCATION KEY
LEGEND
PROPOSED
0 o RIP RAP
PROPOSED
STREAM
RESTORATION
FILL
a EXISTING
FENCE
EXISTING
TREE
EXISTING TREE
TO SAVE
E TRANSPLANT
I-1 C A 4
10+00 210+50 211+00
FULL SIZE PLAN - HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'
HALF SIZE PLAN - HORIZONTAL: 1" = 20' VERTICAL:1" = 2'
•mm1
5361
5341
532
MEDFORD BRANCH
--
_
7
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........._
_
.. — ._—
„
.-
1
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10+00 210+50 211+00
FULL SIZE PLAN - HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'
HALF SIZE PLAN - HORIZONTAL: 1" = 20' VERTICAL:1" = 2'
•mm1
5361
5341
532
MEDFORD BRANCH

a
25`_
25�
254
254
254
CHARLES BRANCH
UTION:
ISTING OVERHEAD UTILITIES
O
O
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Lf�
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+
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CROSSING (PIPED)
Wolf Creek Engineering
ENGINEERING k ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Wall St., Suite C Asheville, NC 28801
PHONE: [phone] WWW.WOLFCREEEENG.COM
"O1RT DOTSON BRANCH STREAM RESTORATION PROJECT
PERMII DRAWINGS
°^m RESOURCE INSTITUTE, INC.
NOT FOR CONSTRUCTION
PLAN & PROFILE
x
AS NOTED n ETB �� "�'
a tz/Iz/Ia s* CME 1087 21
1 �
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0 0
Wolf Creek Engineering
ENGINEERING k ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Wall St., Suite C Asheville, NC 28801
PHONE: [phone] WWW.WOLFCREEEENG.COM
"O1RT DOTSON BRANCH STREAM RESTORATION PROJECT
PERMII DRAWINGS
°^m RESOURCE INSTITUTE, INC.
NOT FOR CONSTRUCTION
PLAN & PROFILE
x
AS NOTED n ETB �� "�'
a tz/Iz/Ia s* CME 1087 21
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ENGINEERING k ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Well St., Suite C Asheville, NC 28BOl
PHONE: [phone] NNN.WOLFCREEKENG.COM
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LICENSE NO. P-0417
12 1/2 Well St., Suite C Asheville, NC 28BOl
PHONE: [phone] NNN.WOLFCREEKENG.COM
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LICENSE NO. P-0417
12 1/2 Wall St., Suite C Asheville, NC 28801
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12 1/2 Well St., Suite C Asheville, NC 28801
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ENGINEERING & ENVIRONMENTAL CONSULTING
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12 1/2 Well St., Suite C Asheville, NC 28801
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ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Wall
St.,
Suite C Asheville, NC 28601
PHONE: [phone] WWW.WOIYCREEKENG.COM
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ENGINEERING & ENVIRONMENTAL CONSULTING
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12 1/2Rall St.. Suite C Aab-Ille, NC 28801
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ENGINEERING & ENVIRONMENTAL CONSULTING
2 it. C Asheville, NC 28801
PHONE: [phone] WWW.WOLFCREEKENG.COM
DOTSON BRANCH STREAM RESTORATION PROjECT
DRAWINGS RESOURCE INSTITUTE. INC.
CONSTRUCTION PLAN & PROFILE
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SMART BRANCH

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ENGINEERING & ENVIRONMENTAL CONSULTING
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PLANTING NOTES
LIVE STAKE SPACING TEMPORARY AND PERMANENT SEED
1. ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH AND
TEMPORARY SEED TO PROVIDE ADEQUATE GROUND COVER AND
CONDITION THE SOIL.
2. MULCH MUST BE ADDED TO ACHIEVE SO% COVERAGE (ROUGHLY
2 TONS/ACRE FOR WHEAT STRAW)
3. A FERTILITY SOIL TEST SHALL BE USED TO DETERMINE
6' LIVE STAKE SPACING/ ROW SPACING • • LIVE STAKE SPACING FERTILIZER AMOUNTS OR, IF NO SOIL TEST IS AVAILABLE, A
3' ROW SPACING STANDARD MIXTURE SHALL BE APPLIED OF 2 TONS OF LIME PER
• • ACRE AND 700-1000 LBS OF 10-10-10 FERTILIZER PER ACRE.
3' LIVE STAKE SPACING/ • BAR
PLANTINGS
�
3 ' ROW SPACING 1. P ANOT BARE ROOT SHRUBS AND TREES IN AREAS AS INDICATED
•
STAGGERED ROWS ON THE PLANS.
PC OR PT • 2. PROVIDE TWO OR THREE ROWS OF PLANTINGS AT A 12' SPACING
- TANGENT • • TO YIELD A 12 -FT OR 24 -FT -WIDE PLANTED BUFFER (IN
_ • ACCORDANCE WITH PLANTING PLAN) ON EACH SIDE OF CHANNEL.
3. LOOSEN COMPACTED SOIL AND PLANT IN HOLES FORMED WITH A
CURE �i-ROW SPACING MATTOCK, DIBBLE BAR OR EQUAL.
4. PROVIDE PLANTING HOLE SUFFICIENT IN SIZE AND DEPTH TO
PREVENT CROWDING OF ROOTS.
5. ROOTS SHALL BE KEPT MOIST DURING TRANSPORTATION,
DISTRIBUTION, AND INSTALLATION.
BUDS FACING UPWARD -)SQUARE CUT TOP • • 6. PLANTS SHALL BE HEELED -IN INTO MOIST SOIL IF NOT
NUMBER OF LIVE STAKE ROWS PROMPTLY PLANTED AFTER DELIVERY TO THE PROJECT SITE.
LIVE CUTTING LIVE STAKES:
MIN. Y" DIA CHANNEL 1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
DEPTH INSIDE OUTSIDE • 2. STAKES THAT ARE SPLIT SHALL NOT BE INSTALLED.
OF BEND TANGENT OF BEND 3. STAKES SHALL BE INSTALLED ORTHOGONALLY TO THE BANK AND
(FT) WITH BUDS POINTING UPWARDS.
ANGLE CUT 30 - 45 DEGREE 0 1.5 1 1 2 4. STAKES SHALL BE Y2 TO 2 INCHES IN DIAMETER AND 2 TO 3
FEET IN LENGTH.
1.5 - 2.5 2 2 3 5. AFTER INSTALLATION, THE TOP PORTION OF STAKES SHALL BE
LIVE STAKE DETAIL 2.5 - 3.5 3 3 4 PRUSTAKING PATTERN AND NNO MORE TH ATHAN SO A6 FINCHES ABOVE THE LESSCUT LEAVING NO THAN3 INCHES
NOT TO SCALE
1ST LIE STAKE ROW
SET 1.5' FROM TOE
ON INSIDE OF BEND
L
COMMONNAMEI SCIENTIFIC NAME I STRATUM( PLANTSIZE MATERIAL I STOTAL I
TEMS
am°mum
COMMON NAME I SCIENTIFIC NAME I DENSITY I % MIX
COMMONNAMEI SCIENTIFIC NAME I STRATUM( PLANTSIZE MA RIAL (STEMS/ACRE I (AAREA I STOTAL
TEMS
1ST LIVE STAKE ROW SHALL BE
AT LEAST 1.5' FROM TOE OF
CHANNEL OR AT TOP OF BANK,
RIFFLE SECTION WHICHEVER DISTANCE IS SHORTER
NOT TO SCALE
� !' U! i "K
Scarlet Oak
- `r1J1tl'
Quercus /abata
-y
oerstory
bareHoot
Bare Root
21
21
13.1
13.1
275
275
Joe -P a Weed Eupatanum /istubsum q
Deer ton ue Panbum clancchstinran 6
Mcckemut Hick Cava tomentosa rn to Bare Root 21 13.1 275
Pignut Hick Carya glabm oersto Bare Root 21 13.1 275
Tolls
q0
SEEDING
PLANTING DATES SEED TYPE DENSITY
Ibs/acre
Dogood Cornus fbnda ovemtory Bare Root 21 13.1 275
Ironwood Carpnus cardiniana o mto Bare Root 21 13.1 275
Tulip Poplar Linodaidrm tulipl/aa oemtory Bare Root 21 13.1 275
White Oak Quercus alba owerstory Bare Root 21 13.1 275
SerMcebe Amelanchlerarboree midstory Bare Root 21 13.1 275
TEMPORARY
an 1 - Mayl Wheat or a Grain 50
Sourwood OxybenMum arbaeum midstory Bare Root 21 13.1 275
May 1 -August 15 &own Top Millet 20
Wdch Hazel Hamama'is virgiruarar mids10 Bare Root 21 13.1 275
Mountain Laurel Kalmia lat'rfolia midsto Bare Root 21 13.1 275
Aup 15-0ec 31 Wheat or Rye Grain 50
POOL SECTION
NOT TO SCALE
1ST LIE STAKE ROW
SET AT EDGE OF LOW
WATER ON OUTSIDE
OF BEND
NOTE. PLANT SPECIES TO BE INSTALLED SHALL BE DEPENDENT ON SPECIES AVAILABILITY.
CONTRACTOR MAY MODIFY COMPOSITION AS APPROVED BY ENGINEER.

t

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0t
100 0 100 300
SCALE IN FEET
PERMIT RAWINGS
NOT FOR CONSTRUCTION
Wolf Creek Engineering
ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0417
12 1/2 Wall Sl., Suite C A.heviHe, NC 28801
PHONE: [phone] W".WOLFCREEEENG.COM
�DOTSON BRANCH STREAM RESTORATION PROJEC'
RESOURCE INSTITUTE, INC.
PLANTING PLAN
1087 I P -2B
LEGEND LOCATION
MAP
EXISTING
PROPERTY BOUNDARY
PROPOSED
STREAM RESTORATION
+� UPLAND PLANTING
+ + (BARE ROOT) (13.06 AC)
NOTE: PROPERTY BOUNDARIES NOT SURVEYED.
APPROXIMATE LOCATIONS ONLY.

Dotson Branch Stream Restoration Project
Supporting Documentation
• Topographic Map
• Soil Survey Map
• Design Calculations
• NRCS-CPA-52 Form
• Cultural Resource Review
• Mutual Agreement Form
• USDA Agreement to Allow Installation of Conservation Practices Forms
• Agent Authorization Forms
• Most Current Deeds for the Site
rnEC
2 8 2016 DI

! c c U.S. DEPARTMENT OF THE INTERIOR
ZUSGS U.S. GEOLOGICAL SURVEY
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35° 37 6" N
350 35'35"N
3
M
319600 320000 320400 320800
Soil Map—Haywood County Area, North Carolina
Index Sheet
321200 321600 322000
I 1
I
BsD 3cB SoF; BsE
BsE DeA
sD BsEm v.
oC HaG-
BsD
Ha,*2 H,aC� I
HaD2
a©>.,,
aD2 � Ds
aD2HaG-2 Ds
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a''2 EvD E
EyD HaC•-2EuD
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aC►-2EyE BkC2 Ha
aD2
319600 320000 320400 320800 321200 321600 322000
3
Map Scale: 1:19,800 ff printed on A landscape (11" x 8.5") sheet
Metes
m NN 0 250 500 1000 1500
/V
0 500 1000 2000 3000
Map projec on: Web Mercator Comer coordinates: WGS84 Edge tics: UfM Zone 17N WGS84
uSDA Natural Resources Web Soil Survey
ronanr 'on Rgr ire N 3ai r0 --- rpflvc cnfl � g"
322400 322800
323200 323600
35o 376"N
9
8
35o 3535" N
322400 322800 323200 323600
3
v
9/29/2016
P"+ 1 of 7

3
M
35° 37 2" N
Soil Map—Haywood County Area, North Carolina 3
Map sheet 1 of 3
321000 321100 321200 321300 321400 321500 321600 321700
3
- Joins sheet 2
Map Scale: 1:6,000 if printed on A landscape (11" x 8.5") sheet.
Meters
NN 0 50 100 200 300
Feet
A0 250 500 1000 1500
Map projection: Web Mercator Comer mordinaes: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
35° 372" N
35° 36'34"N
321800 321900 322000 322100 322200
3
PROJECT AREA 1
Map Sheet Location 9/29/2016
Page 2 of 7

35o 36 34" N 8
V
N
35° 36'7'N
N
3 Soil Map—Haywood County Area, North Carolina
Map sheet 2 of 3
F4 Joins sheet 1
3
v
F
35° 36'34"N
N
m
N
ry8
N
8
M
35° 367" N
321000 321100 321200 321300 321400
321500 321600 321700
321800 321900 322000 322100
322200
MJoins
sheet 3
a
� Map Scale: 1:6,000 fi printed on A landscape (11" x 8.5") sheet
PROJECT AREA
F
Meters
N 0 50 100 200 300
m
{
2
0 250 500 1000
1500
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources
Web Soil Survey
Map Sheet Location
9/29/2016
;1� r -c --- r -o„ Qe—i,-e
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3
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52 321000
35° 36'7'N
8
8
350 35'39" N
321100 321200
BkB2
H502,
ESD f,
Soil Map—Haywood County Area, North Carolina
Map sheet 3 of 3
]arts sheet 2
321000 321100 321200 321300 321400 321500 321600 321700
3
Map Sole: 1:6,000 fi printed on A landscape (11" x 8.5") sheet
Meters
N
N 0 50 100 200 .300
,\ 0 250 500 1000 1500
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
35° 36' T N
35° 35'39" N
321800 321900 322000 322100 322200
3
PROJECT AREA
3
Map Sheet Location 9/29/2016
Page 4 of 7

MAP LEGEND
Area of Interest (AOI)
u
Area of Interest (AOI)
Soils
Stony Spot
0
Soil Map Unit Polygons
,.�
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
(,
Blowout
®
Borrow Pit
X
Clay Spot
(1
Closed Depression
.-
Gravel Pit
„
Gravelly Spot
0
Landfill
Water Features
Lava Flow
Marsh or swamp
+
Mine or Quarry
®
Miscellaneous Water
O
Perennial Water
IV
Rock Outcrop
+
Saline Spot
US Routes
Sandy Spot
.4ij.
Severely Eroded Spot
0
Sinkhole
Major Roads
Slide or Slip
oe
Sodic Spot
Soil Map—Haywood County Area, North Carolina
MAP INFORMATION
USDA Natural Resources Web Soil Survey 9/29/2016
re --- r -on Rewire N gni ro.,.,er?fi"A Cnil Su ev Perna r, of 7
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:12,000.
Stony Spot
Please rely on the bar scale on each map sheet for map
measurements.
Very Stony Spot
°
Source of Map: Natural Resources Conservation Service
7
r"
Wet Spot
Web Soil Survey URL: http:/twebsoitsurvey.nres.usda.gov
Other
Coordinate System: Web Mercator (EPSG:3857)
.-
Special Line Features
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
Water Features
distance and area. A projection that preserves area, such as the
Streams and Canals
Albers equal-area conic projection, should be used if more accurate
Transportation
calculations of distance or area are required.
+44
Rails
This product is generated from the USDA-NRCS certified data as of
..,r
Interstate Highways
the version date(s) listed below.
,r
US Routes
Soil Survey Area: Haywood County Area, North Carolina
Survey Area Data: Version 14, Sep 16, 2015
r4�
Major Roads
Soil map units are labeled (as space allows) for map scales 1:50,000
Local Roads
or larger.
Background
Date(s) aerial images were photographed: Oct 15, 2011—Dec 9,
.
Aerial Photography
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 9/29/2016
re --- r -on Rewire N gni ro.,.,er?fi"A Cnil Su ev Perna r, of 7

Soil Map -Haywood County Area, North Carolina
Map Unit Legend
Haywood County Area, North Carolina (NC606)
Map Unit Symbol
Map Unit Name
Acres in AOI Percent of AOI
BkB2
Braddock clay loam, 2 to 8
4.2 0.9%
percent slopes, eroded
1.6 0.3%
BkC2
Braddock clay loam, 8 to 15
percent slopes, eroded
BoD2
Braddock clay loam, 15 to 30
1.3
0.3%
percent slopes, eroded, stony
0.0
BsC
Brasstown-Junaluska complex,
0.0%
8 to 15 percent slopes
BsD
Brasstown-Junaluska complex,
22.3
4.6%
15 to 30 percent slopes
BsE
Brasstown-Junaluska complex,
29.2
6.0%
30 to 50 percent slopes
CxA
Cullowhee-Nikwasi complex, 0
29.1
6.0%
to 2 percent slopes,
frequently flooded
DeA
Dellwood cobbly sandy loam, 0
5.7
1.2%
to 3 percent slopes,
occasionally flooded
DsB
Dillsboro loam, 2 to 8 percent
0.3
0.1%
slopes
DsC
Dillsboro loam, 8 to 15 percent
8.6
1.8%
slopes
EvD
Evard-Cowee complex, 15 to 30
32.7
6.7%
percent slopes
EvE
Evard-Cowee complex, 30 to 50
13.7
2.8%
percent slopes
FnE2
Fannin loam, 30 to 50 percent
102.3
21.1%
slopes, eroded
HaC2
Hayesville clay loam, 8 to 15
53.0
10.9%
percent slopes, eroded
HaD2
Hayesville clay loam, 15 to 30
94.1
19.4%
percent slopes, eroded
RoA
Rosman fine sandy loam, 0 to 2
0.9
0.2%
percent slopes, occasionally
flooded
ScB
Saunook loam, 2 to 8 percent
10.6
2.2%
slopes
SBC
Saunook loam, 8 to 15 percent
60.3
12.4%
slopes, stony
SdD
Saunook loam, 15 to 30 percent
1.1
0.2%
slopes, stony
SoF
Soco-Stecoah complex, 50 to
0.8
0.2%
95 percent slopes
USDA Natural Resources Web Soil Survey 9/29/2016
Conservation Service National Cooperative Soil Survey Page 6 of 7

Soil Map—Haywood County Area, North Carolina
Haywood County Area, North Carolina (NC606)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
TrF
Trimont gravelly loam, 50 to 95
percent slopes, stony
1.8
0.4%
W
Water
4.6
0.9%
WoC
Whiteoak cobbly loam, 8 to 15
percent slopes, stony
6.8
1.4%
Totals for Area of Interest
484.7
100.0%
USDA Natural Resources Web Soil Survey 9/29/2016
�� Conservation Service National Cooperative Soil Survey Page 7 of 7

1.0 Conceptual Design
Estimated Channel Values from Regional Curves
Project: Dotson Branch
Project No.: 1087 -DOTS
Client: Resource Institute
Contract No.: 0
County/State: Haywood, NC
Hydro -Physio Province: NC Mountains
WBKF •
ABKF
d MMEAN
r
`WBKF
WBED
dMAX
Regional Curve Equations
Coefficient
Exponent
17.36
0.3693
18.559
0.6616
1.1771
0.2697
55.425
0.7874
12
0.45
1.5 1
0.27
Approximate Equations
Coefficient Exponent
WBKF: 14.53496 0.39 (Not Used in Calculations)
dMAX : 1.64794 0.27 (Not Used in Calculations)
Design Status
Complete
10/3/16
RTS
Reach
Drain.
Area
miz
WBKF
(ft)
Estimated Dimensions from Regional Curves
Pool
ABKF dMEAN WEED --[-dMAX Spacing
ft2 (ft) (ft) (ft) (ft)
RC
(ft)
Tangent
Length
(ft)
Dotson Branch 1
0.62
14.6
13.5
1.0
9.7
1.3
73
29
29
Dotson Branch 2
0.9
16.7
17.3
1.1
11.4
1.5
83
33
33
Dotson Branch 3
1.31
19.2
22.2
1.3
13.6
1.6
96
38
38
Lower Dotson Branch
1.43
19.8
23.5
1.3
14.1
1.7
99
40
40
Medford Branch
0.23
10.1
7.0
0.8
6.2
1.0
50
20
20
Charles Branch
0.05
5.7
2.6
0.5
3.1
0.7
29
11
11
Crawford Branch 1
0.19
9.4
6.2
0.8
5.7
1.0
47
19
19
Crawford Branch 2
0.28
10.8
8.0
0.8 -
6.8
1.1
54
22
22
Ferguson Branch
0.04
5.3
2.2
0.5
2.8
0.6
26
11
it
James Branch 1
0.04
5.3
2.2
0.5
2.8
0.6
26
11
11
James Branch 2
0.08
6.8
3.5
0.6
3.9
0.8
34
14
14
Smart Branch
0.05
5.7
2.6
0.5
3.1
0.7
29
11
11
Barn Branch
0.05
5.7
2.6
0.5
3.1
0.7
29
11
11
P: X 1 087-DOTS� Design �2016-12-12 DOTS Channel Design (ver2016-01) 12/20/2016

1.1 Reach Locations
Project: Dotson Branch
Project No.: 1087 -DOTS
Client: Resource Institute
Contract No.: 0
County/State: Haywood, NC
Reach
Existing Thalweg
Stationing
Begin End
Proposed Design
Stationing
Begin End
Description
Dotson Branch 1
100+00
119+28
100+00
118+99
U/S of confluence
with
Medford
Dotson Branch 2
119+28
129+32
118+99
128+18
U/S of confluence
with
Cawford
Dotson Branch 3
129+32
145+22
128+18
142+58
D/S end of upper section
Lower Dotson Branch
150+00
164+45
150+00
163+57
D/S to confluence
with
Pigeon
Medford Branch
200+00
210+51
200+00
210+38
D/S to confluence
with
Dotson
Charles Branch
Crawford Branch 1
300+00
400+00
303+29;
411+53
300+00
400+00
303+26
410+78
D/S to confluence
U/S of confluence
with Dotson
with Smart
Crawford Branch 2
411+53
416+85
410+78
415+65
D/S to confluence
with
Dotson
Ferguson Branch
500+00
505+93
500+00
505+60
D/S to confluence
with
Dotson
James Branch 1
600+00
608+63
600+00
610+00
U/S of Trib
James Branch 2
608+63
614+15
610+00
613+57
D/s to confluence
with
Medford
Smart Branch
700+00
703+09
700+00
703+16
D/S to confluence
with
Cawford
Barn Branch
800+00
801+97
800+00
801+89
D/S to confluence
with
Dotson
P: 51087 -DOTS] Design�2016-12-12 DOTS Channel Design (ver2016-01) 12/20/2016

2.0 Discharge Calculations
Project: Dotson Branch
Project No.: 1087 -DOTS
Client: Resource Institute
Contract No.: 0
County/State: Haywood, NC
Design Status
Complete
3/16/16
RTS
2.1 Discharge Calculation Input
Discharge Method Used: USGS Regional Regression
Hydro -Physio Province: NC Mountains
NCDOT Rural Equations
Hydrologic Contour:
7.00
N/A
N/A
N/A
Watershed Length:
Estimated Discharges
Percent Forest:
0.677
Reach
Drainage
Area
(miz)
Bankfull
(cfs)
2 -yr
(cfs)
5 -yr
(cfs)
10 -yr
(cfs)
50 -yr
(cfs)
100 -yr
(cfs)
908
0.616
Dotson Branch 1
0.62
38
97
175
243
444
553
Dotson Branch 2
0.9
51
125
225
311
563
698
Dotson Branch 3
1.31
69
163
291
399
715
882
Lower Dotson Branch
1.43
73
174
308
423
756
932
Medford Branch
0.23
17
48
89
126
237
297
_ Charles Branch
0.05
5
16
32
46
90
115
Crawford Branch 1
0.19
15
42
79
111
210
264
Crawford Branch 2
0.28
20
55
102
144
268
336
Ferguson Branch
0.04
4
14
27
40
78
100
James Branch 1
0.04
4
14
27
40
78
100
James Branch 2
0.08
8
23
44
63
121
154
Smart Branch
0.05
5
16
32
46
90
115
Barn Branch
0.05
5
16
32
46
90
115
2.1 Discharge Calculation Input
Discharge Method Used: USGS Regional Regression
Hydro -Physio Province: NC Mountains
NCDOT Rural Equations
Hydrologic Contour:
7.00
N/A
N/A
N/A
Watershed Length:
Watershed Width:
Percent Forest:
Regional Regression Equations
Event
2 -yr
5 -yr
10 -yr
25 -yr
50 -yr
100 -yr
200 -yr
500 -yr
Coef
lExp
135
0.702
242
0.677
334
0.662
476
0.645
602
0.635
745
0.625
908
0.616
1160
1 0.605
Bankfull Regional Equation
EventCoef Exp
Bankfull 1 55.425 0.7874
P: j 1 087-DOTS� Design j 2016-12-12 DOTS Channel Design (ver2016-01).x1sm 1211512016

3.0 Hydraulic Geometry
Project: Dotson Branch
Project No.: 1087 -DOTS
Client: Resource Institute
Contract No.: 0
County/State: Haywood, NC
Drainage Area
Design Status
Compete
7/20/16
RTS
•
On-site
•
US -19
®
Sandy Mush
s
(Not Used)
®
(Not Used)
■
(Not Used)
+
(Not Used)
+
(Not Used)
+
(Not Used)
-
Power (Regional Curve)
---
Power (Watershed)
-
Power (Design Line 1)
--
Power (Design Line 2)
Design Equations Regional Regression Equations
Coef Exp Coef Ex
Design Line 1 : 15.0 0.37 Regional Curve: 17.4 0.37 (NC Mountains)
Design Line 2 : Watershed Curve: 13. 0.38
Cross Sectional Area
1000.0
i
0.1
0.0 0.1
Desi n E uations
Coef Ex
Design Line 1 : 14.0 0.70
Design Line
1.0 10.0
Drainage Area
All
100.0
•
On-site
•
US -19
a
Sandy Mush
s
(Not Used)
(Not Used)
■
(Not Used)
+
(Not Used)
+
(Not Used)
+
(Not Used)
-
Power (Regional Curve)
---
Power (Watershed Curve)
-Power
(Design Line 1)
-
Power (Design Line 2)
Regional Regression Equations
Coef I Ex
Regional Curve : 18.6 0. (NC Mountains)
Watershed Curve : : 12.S 0.70"

Project: Dotson Branch
Project No.: 1087 -DOTS
Client: Resource Institute
Contract No.: 0
County/State: Haywood, NC
100
3.1 Hydraulic Geometry
Bed Width Design
0.0 0.1 1.0 10.0 100.0
Drainage Area
10.0
Design Status
Complete
7/20/16
RTS
•
On-site
•
US -19
♦
Sandy Mush
•
(Not Used)
■
(Not Used)
■
(Not Used)
+
(Not Used)
+
(Not Used)
+
(Not Used)
—
Power (Regional Curve)
---
Power (Watershed Curve)
—Power
(Design Line 1)
—
Power (Design Line 2)
Design Equations Regional Regression Equations
Coef I Ex Coef Ex
Design Line 1 : 7.5 OA7 Regional Curve: 12.0 0.45 (NC Mountains)
Design Line 2 : Watershed Curve
Max Depth
0.1
0.0
0.1 1.0
Drainage Area
Design Equations
Coef Ex
Design Line : 0.29
•
On-site
•
US -19
Sandy Mush
♦
(Not Used)
■
(Not Used)
IN
(Not Used)
+
(Not Used)
+
(Not Used)
•
(Not Used)
Watershed Curve
—
Power (Regional Curve)
---
Power (Watershed Curve)
—
Power (Design Line)
10.0 100.0
Regional Regression Equations
Coal I Ex
Regional Curve: 1.5 0.27 (NC Mountains)
Watershed Curve : 1.3 0.24

17.0
12.0
7.0
2.0 �-
35.0
5.0 Design Section 1
Project:
Dotson Branch
Project No.:
1087 -DOTS
Client:
Resource Institute
Contract No.:
0
County/State:
Haywood, NC
Design Status
Complete
7/20/16
RTS
40.0 45.0 50.0 55.0 60.0 65.0
-Regional Curve Reference/Watershed --- Quick Section Detailed Section -Design Section
WEED
dMAX
Bank Slope
Thalweg Ratio
Toe Depth Ratio
Bench Width Ratio
Bench Slope
Drainage Area
Design Section
Exp WBKF
0.47
0.29. WBEE
(1-1:1)
WTHF
dMAr
(H:1)
(sq. mi.) drOE
Coef
7.50
1.15
2.5
0.3
0.8
! 0.7
10
4.00
22.4
16.1
Point of Comparison
ABKF
14.4
0%
89%
dMEAK
P
Hydr. R
W/d Ratio
Section Comnarisons
Regional
Curve
Ref/
Wtrshed
Quick
Section
Detailed
Section
Design
Section
29.0
73%
22.0
97%
0.0
#DIV/0!
0.0
#DIV/0!
21.3
22.4
16.1
0.0
14.4
64%
89%
#DIV/0!
6.7
4.8
0.0
4.3
64%
89%
#DIV/0!
2.2
79%
1.7
99%
0.0
#DIV/0!
0.0
#DIV/0! -
1.7
1.7
79%
1.4
99%
0.0
#DIV/0!
1.4
46.4
60%
29.5
94%
0.0
#DIV/0!
#VALUE!
27.7
1.60
81%
1.34
97%
#DIV/01
#DIV/0!
#VALUE!'
1.30
29.9
22.7
0.0
21.8
73%
96%
#DIV/0!
#VALUE!
1.56
82%
1.30
98%
#DIV/0!
#DIV/O!
#VALUE!
1.27
18.1
90%
16.4
99%
#DIV/0!
#DIV/0!
#VALUE!
16.3
P: X 1087-DOTSjDesign12016-12-12 DOTS Channel design (ver2016-01).xlsm 1211512016

6.0 Typical Section Dimensions
Project: Dotson Branch
Project No.: 1087 -DOTS
Client: Resource Institute
Contract No.: 0
County/State: Haywood, NC
Design Status
Complete
7/20/16
RTS
Reach
Drainage
Area
(mi-)
Design
Section
WBKF
WBED
WTHAL
WBENCH
dMA%
dTOESlope
Bank
(H:1)
Dotson Branch 1
0.62
1
10.0
6.0
1.8
7
1.00
0.80
2.5
Dotson Branch 2
0.9
1
11.6
7.1
2.1
8
1.12
0.89
2.5
Dotson Branch 3
1.31
1
13.5
8.5
2.6
9
1.24
0.99
2.5
Lower Dotson Branch
1.43
1
14.0
8.9
2.7
10
1.28
1.02
2.5
Medford Branch
Charles Branch
Crawford Branch 1
Crawford Branch 2
0.23
0.05
0.19
0.28
1
1
1
1
6.8
3.8
6.3
7.3
3.8
1.8
3.4
4.1
1.1
0.6
1.0
1.2
5
3
4
5
0.75
0.48
0.71
0.80
0.60
0.39
0.57
0.64
2.5
2.5
2.5
2.5
Ferguson Branch
0.04
1
3.5
1.7
0.5
2
0.45
0.36
2.5
James Branch 1
0.04
1
3.5
1.7
0.5
2
0.45
0.36
2.5
James Branch 2
0.08
1
4.5
2.3
0.7
3
0.55
0.44
2.5
Smart Branch
0.05
1
3.8
1.8
0.6
3 1
0.48
0.39
2.5
Barn Branch
0.05
1
3.8
1.8
0.6
3 1
0.48
0.39
2.5
Reach
WidthW'"
Ratio
Pool Dimensions
WouT dPDDL/d.Ax
Ratio
dPOOL
Dotson Branch 1
1.1
6.0
5.0
1.5
1.50
Dotson Branch 2
1.1
7.0
5.8
1.5
1.67
Dotson Branch 3
1.1
8.1
6.7
1.5
1.87
Lower Dotson Branch
1.1
8.4
7.0
1.5
1.91
Medford Branch
1.1
4.1
3.4
1.5
1.13
Charles Branch
1.1
2.3
1.9
1.5
0.72
Crawford Branch 1
1.1
3.8
3.1
1.5
1.07
Crawford Branch 2
1.1
4.4
3.7
1.5
1.19
Ferguson Branch
1.1
2.1
1.7
1.5
0.68
James Branch 1
1.1
2.1
1.7
1.5
0.68
James Branch 2
1.1
2.7
2.2
1 1.5
0.83
Smart Branch
1.1
2.3
1.9
1.5
0.72
Barn Branch
1.1
2.3
1.9
1.5
0.72
P: � 1 087-DDTS, Design �2016-12-12 DOTS Channel Design (ver2016-01).xlsm 1211512016

6.1 Hydraulic Dimensions
Project:
Dotson Branch
Project No.:
1087 -DOTS
Client:
Resource Institute
Contract No.:
0
County/State:
Haywood, NC
Design Status
Complete
42571
RTS
6.2 Morphologic Dimensions
Reach
Stream
Pool Spacing/WAvc
target I
max
min
Pool Spacing
target
Entrench
Reach
Belt Width
target I
ABKF
PWET
RHVD
dMEnv
W/D Ratio
27.4
i Type
45.7
12.0
16.0
20.0
Ratio
Dotson Branch 1
B4
7.2
10.3
0.70
0.72
13.9_; 1.7
Dotson Branch 2
B4
9.4
12.0
0.79
0.81
14.3 1.1
Dotson Branch 3
B4
12.3
13.9
0.89
0.91
14.8 1.0
Lower Dotson Branch
B4
13.1
14.4
0.91
0.94
14.9 1.4
Medford Branch
B4
3.5
7.0
0.50
0.52
13.0 j 0.0
Charles Branch
B4
1.2
3.9
0.30
0.32
11.9 1.9
Crawford Branch 1
B4
3.1
6.5
0.47
0.49
1.7
Crawford Branch 2
B4
4.1
7.6
0.54
0.56
_12.8
13.1 0.5
Ferguson Branch
B4
1.0
3.6
0.28
0.30
11.7 0.0
James Branch 1
B4
1.0 I
3.6
0.28
0.30
11.7 0.0
James Branch 2
84
1.7
4.7
0.36
0.37
12.2 0.0
Smart Branch
B4
1.2
3.9
0.30
0.32
11.9 2.0
Barn Branch
B4
1.2
3.9
0.30
0.32
11.9 0.0
6.2 Morphologic Dimensions
Reach
min
Pool Spacing/WAvc
target I
max
min
Pool Spacing
target
max
min
Belt Width
target I
max
Dotson Branch 1
3.4
4.6
5.7
27.4
36.5
45.7
12.0
16.0
20.0
Dotson Branch 2
4.9 ''
6.1
34.1
45.5
56.9
14.1
18.7
23.4
Dotson Branch 3
13.7
5.2
6.4
42.6
56.7
70.9
16.5
22.0
27.5
Lower Dotson Branch
5.0
6.2
42.6
56.8
71.1
17.1
22.8
28.6
Medford Branch
Charles Branch
w
Craford Branch 1
Crawford Branch 2
t3.3
3.3
E4.8
2.7
4.5
4.4
6.0
3.4
5.6
5.5
18.9
5.8
16.2
18.9
25.2
7.7
21.7
25.2
31.6
9.6
27.1
31.5
7.9
4.2
7.3
8.6
10.5
5.6
9.7
11.4
13.2
7.0
12.1
14.3
Ferguson Branch
James Branch 1
2.2
1.8
2.9
2.4
3.6 I
2.9
5.5
4.5
I 7.4
6.0
9.2
7.5
3.8
3.8
5.1
5.1
6.4
6.4
James Branch 2
Smart Branch
2.8
2.5
3.7
3.3
4.6
4.2
9.4
7.0
12.5
9.3
15.7
11.7
5.1
± 4.2
6.8
5.6
8.5
7.0
Barn Branch
2.8
3.8
4.7
8.0
10.6
13.3
4.2
i
5.6
7.0
i
-
4
1
P: 41087-DOTS1Design �2016-12-12 DOTS Channel Design (ver2016-01).x1sm 12/15/2016

6.3 Morphologic Dimensions
Project: Dotson Branch
Project No.: 1087 -DOTS
Client: Resource Institute
Contract No.: 0
County/State: Haywood, NC
Reach
RC/WAVG
min max
I Radius of Curvature
min
max
Dotson Branch 1
Dotson Branch 2
Dotson Branch 3
Lower Dotson Branch
2.0
2.0
2.0
2.0
3.0
3.0
3.0
3.0
16
19
22
23
24
28
33
34
Medford Branch
2.0
3.0
11
16
----Charles Branch
2.0
3.08
1.03
2.2
Crawford Branch 1
2.0
3.0
10
15
Crawford Branch 2
2.0
3.0
11
17
Ferguson Branch
2.0
3.0
5
8
James Branch 1
2.0
3.0
5
8
James Branch 2
2.0
3.0
7
10
Smart Branch
2.0
3.0
6
8
Barn Branch
2.0
3.0
6
8
2.0
5
I
6
3
Crawford Branch 1
60%
40%
9.7
6.5
13
9
16
11
Crawford Branch 2
60%
40%
I
7.5
15
10
19
13
Ferguson Branch
65%
35%
3.6
1.9
5
3
6
3
James Branch 1
65%
35%
Design Status
SAVG
SVALLEV
Sinuosity
Meander
Width
Ratio
0.016
0.013
0.010
0.020
I 0.017
0.010
0.010
0.021
1.01
1.02
1.01
1.03
1.9
2.1
2.1
2.0
0.018
0.021
1.00
1.9
0.060
0.063
1.00
1.8
0.020
0.021
1.03
2.2
0.019
0.018
1.01
1.8
0.054
0.056
1.04
2.1
0.066
0.067
1.01
2.8
0.058
0.041
1.05
2.1
0.042
0.048
1.01
2.1
0.030
0.039
1.12
1.8
45%
10.4
8.5
14
11
17
14
Charles Branch
65%
35%
3.7
2.0
5
3
6
3
Crawford Branch 1
60%
40%
9.7
6.5
13
9
16
11
Crawford Branch 2
60%
40%
Reach
Percent
1 Tangent
Percent
Curve
MinimumTarget
I Tangent Curve
Feature Length
Tangent Curve
j Maximum
Tangent Curve
Dotson Branch 1
60%
40%
16.4
11.0
22
15
27
18
Dotson Branch 2
55%
45%
18.8
15.4
25
20
31
26
Dotson Branch 3
55%
45%
19.2
31
26
39
32
Lower Dotson Branch
55%
45% -1
_23.4
23.5
19.2
31
26
39
32
Medford Branch
55%
45%
10.4
8.5
14
11
17
14
Charles Branch
65%
35%
3.7
2.0
5
3
6
3
Crawford Branch 1
60%
40%
9.7
6.5
13
9
16
11
Crawford Branch 2
60%
40%
11.3
7.5
15
10
19
13
Ferguson Branch
65%
35%
3.6
1.9
5
3
6
3
James Branch 1
65%
35%
2.9
1.6
4
2
5
3
James Branch 2
_65%
35%
6.1
3.3
8
4
10
5
Smart Branch
65%
35%
4.5
2.4
6
3
8
4
Barn Branch
j 65%
35%
5.2
2.8
7
4
9
5
P: X 1 087-DOTS� Design � 2016-12-12 DOTS Chonnet Design (ver2016-01).xism 12/15/2016

Structure Dimensions
Project: Dotson Branch
Project No.: 1087 -DOTS
Client: Resource Institute
Contract No.: 0
County/State: Haywood, NC
Reach
Arm
Length
s
(L)
Throat
Width
(W)
Buried
Length
(X)
Total
Log
Length
Dotson Branch 1
10.0
3.0
3
16
Dotson Branch 2
Dotson Branch 3
Lower Dotson Branch
11.0
14.0
14.0
4.0 -
4.0 (
5.0 —`
4
5
5
19
24
24
Medford Branch
6.0
2.0
3
12
Charles Branch
3.0
"1.0
3
9
Crawford Branch 1
I 5.0
2.0
3
_
11
Crawford Branch 2
7.0
2.0
3
13
Ferguson Branch
I 3.0
1.0
3
9
James Branch 1
3.0
1.0
3
9
James Branch 2
! 4.0
1.0
3
10
Smart Branch
3.0
1.0
3
9
Barn Branch
3.0
1.0
3
9
Design Status
Draft
7/27/16
RTS
Boulder Size
Length ; Width ( Depth
P: �1D87-D0TSjDesign ,2016-12-12 DOTS Channel Design (ver2016-01).x1sm 1211512016

U.S. Department of Agriculture NRCS-CPA-52
Natural Resources Conservation Service
A. Client Name: Charles F Medford
ENVIRONMENTAL EVALUATION WORKSHEET
B. Conservation Plan ID # (as applicable):
Program Authority (optional):
D. Client's Objective(s) (purpose):
C. Identification # (farm, tract, field #, etc. as required):
Stabilize eroding stream banks. Manage nutrient deposition and
Farm 4686, Tracts 10722, 10723
accumulation to avoid impacting sensitive areas such as streams and ground
water across the farm.
E. Need for Action:
H. Alternatives
Nutrient loading occuring from
No Action if RMS
Alternative 1 if RMS Lj
Alternative 2 V if RMS El
animal waste in surface waters
No action will likely result in continued
Stabilize eroding stream banks while
across farm. Stream bank
adverse impacts to water quality on the
excluding livestock and managing animal
erosion occurring due to
farm.
waste across the farm. Locate
livestock access and trailing in
concentrated feeding areas as far away
riparian area.
from surface waters as Dossible.
Resource Concerns
In Section 7" below, analyze, record, and address concerns identified through the Resources Inventory process.
(See FOTG Section III - Resource Planning Criteria for guidance).
F. Resource Concerns
I. Effects of Alternatives
and Existing/ Benchmark
No Action
Alternative 1
Alternative 2
Conditions
Amount, Status,
Jif
Amount, Status,
;f
Amount, Status,
ji it
(Analyze and record the
Description
does
Description
does
Description
does
existing/benchmark
NOT
NOT
NOT
conditions for each
(Document both short and
meet
(Document both short and
meet
(Document both short and
meet
identified concern)long
term impacts)
Pc
long term impacts)
Pc
long term impacts)
Pc
SOIL: EROSION
Excessive bank erosion from streams,
No action will likely result in
❑
Utilize best management practices
❑
❑
shorelines or water conveyance
continued stream bank erosion
and water quality degradation,
of 580, 584, 612, 472 and 382 to
address stream bank erosion
NOT
problems that are currently on the
NOT
NOT
meet
farm.
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
SOIL: SOIL QUALITY DEGRADATION
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
WATER: EXCESS /INSUFFICIENT WATER
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
WATER: WATER QUALITY DEGRADATION
Excess nutrients in surface and
No action will likely result in
❑
Utilize best management practices
❑
❑
round waters
continued nutrification of surface
water on the farm.
NOT
such as 580, 584, 612, 472 382,
614, and 313 to mitigate nutrient
Feeding locations are currently
0o close to streams with no
loading of stream.
NOT
NOT
sufficient buffer or filter.
meet
meet
meet
PC
PC
PC
NOT
NOT
NOT
LLI
meet
meet
meet
PC
PC
PC
NRCS-CPA-52, March 2015

F. Resource Concerns
I. (continued)
and Existing/ Benchmark
No Action
Alternative 1
Alternative 2
Conditions
Amount, Status,
Amount, Status,
Amount, Status,
(Analyze and record the
Description
if
does
Description
p
,, if
does
Description
if
apes
existing/benchmark
NOT
NOT
NOT
conditions for each
(Document both short and
meet
(Document both short and
meet
(Document both short and
meet
identified concern)
long term impacts)
PC
long term impacts)
PC
long term impacts)
PC
AIR: AIR QUALITY IMPACTS
Emissions of Particulate Matter (PM)
No action will likely result in the
❑
Utilize BMP's such as 561, 575
❑
❑
and PM Precursors
status quo.
and 342 to address air quality
issues in relation to particulate
Fugitive dust created by
compacted soils, lack of
NOT
matter emmissions on the farm.
NOT
NOT
vegetation in and around
concentrated feeding areas.
meet
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
PLANTS: DEGRADED PLANT CONDITION
Inadequate structure and composition
Negative impacts to plant condition
will likely continue if no action is
taken.
❑
Utilize BMP's such as 382, 614
and 528 to create subdivions on
pastures to allow for recovery
❑
❑
Most pastures on the farm are
continually overgrazed due to
NOT
periods for pastures. Utilize 590
NOT
NOT
stocking rate related to dairy
meet
as well as 512 to promote pasture
meet
meet
operation.
PC
vegetative growth to optimal levels.
PC
PC
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
ANIMALS: INADEQUATE HABITAT
FOR FISH AND WILDLIFE
Habitat degradation
Continued degradation of aquatic
wildlife can be expected if no
action is taken.
❑Utilize
580,584,612, and 395 along
with 382 and 472 to create
instream habitat as well as riparian
F-1❑
he stream corridor on the farm
has been severely impacted by
cover to address water
livestock access as well as
NOT
temperature and filter nutrients and
NOT
NOT
nutrient loading of the stream.
meet
sediment before reaching the
meet
meet
PC
stream.
PC
PC
ANIMALS: LIVESTOCK PRODUCTION LIMITATION
No resource concern identified
O
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
ENERGY= INEFFICIENT ENERGY USEt
Obtain an energy audit from
certified personnel to identify areas
of inefficient energy usage.
❑
NOT
Equipment and facilites
Status quo
❑
NOT
❑
NOT
An energy audit should be
performed to identify areas
meet
meet
meet
here energy use is inefficient.
PC
I
PC
PC
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
HUMAN: ECONOMIC AND SOCIAL CONSIDERATIONS
Capital
status quo
Possibly utilize conservation programs to
achieve resource protection identified in
Producer identified capitatl as a
concern and limiting factor in
this alternative.
regards to addressing some of
he identified resource concerns
above.
NRCS-CPA-52, March 2015

Special Environmental Concerns: Environmental Laws, Executive Orders, policies, etc.
In Section "G" complete and attach Environmental Procedures Guide Sheets for documentation as applicable. Items with a "e" may
require a federal pert -nit or consultation/coordination between the lead agency and another government agency: In these cases,
effects may need to be determined in consultation with another agency. Planning and practice implementation may proceed for
practices not involved in consultation.
G. Special Environmental
Concerns
(Document existing/
benchmark conditions)
J. Impacts to Special Environmental Concerns
No Action
I Alternative 9
Alternative 2
Document all impacts
(Attach Guide Sheets as
applicable)
if
needs(Attach
further
action
Document all impacts
Guide Sheets as
-
applicable)
qif-
needs
further
action
Document all impacts
(Attach Guide Sheets as
applicable)
7
needs
further
action
•Clean Air Act
Guide Sheet FS1 FS -2
No Effect
❑
No Effect
❑
��
•Clean Water Act / Waters of the
U.S.
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
❑
•Coastal Zone Management
Guide Sheet Fact Sheet
No Effect
No Effect
Coral Reefs
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
❑
•Cultural Resources / Historic
Properties
Guide Sheet Fact Sheet
No Effect
May Effect
❑
A cultural resource review will be
required if planned undertakings
are chosen for implementation
Ithrouah Federal proarams.
•Endangered and Threatened
Species
Guide Sheet Fact Sheet
No Effect
❑
No Effect
(.�
❑
Environmental Justice
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
❑
•Essential Fish Habitat
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
❑
Floodplain Management
Guide Sheet Fact Sheet
No Effect
❑
May Effect
❑
❑
Planned stream work under this
alternative will not occur above the
Bankfull elevation of the stream.
An increase in flood prone area will
Invasive Species
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
•Migratory Birds/Bald and
Golden Eagle Protection Act
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
Natural Areas
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
❑
Prime and Unique Farmlands
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
❑
Riparian Area
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
❑
Scenic Beauty
Guide Sheet Fact Sheet
No Effect
I
❑
lNo Effect
❑
❑
NRCS-CPA-52, March 2015

-Wetlands
No Effect
No Effect
Guide Sheet Fact Sheet
❑
❑
, 1
U
*Wild and Scenic Rivers
No Effect
No Effect
Guide Sheet Fact Sheet
U
K. Other Agencies and
Broad Public Concerns
No Action
Alternative 1
Alternative 2
Easements, Permissions, Public
Review, or Permits Required and
Agencies Consulted.
Cumulative Effects Narrative
(Describe the cumulative impacts
considered, including past,
present and known future actions
regardless of who performed the
actions)
L. Mitigation
(Record actions to avoid,
minimize, and compensate)
M. Preferred
v pre erre
El
121
❑
Alternative
alternative
Implementation of this alternative will have
Supporting
positive effects on water quality and
reason
aquatic habitat.
N. Context (Record context of alternatives analysis) local
The significance of an action must be analyzed in several contexts such as society as a whole (human, national), the affected region, the
affected interests, and the locality.
O. Determination of Significance or Extraordinary Circumstances
Intensity: Refers to the severity of impact. Impacts may be both beneficial and adverse. A significant effect may exist even if the Federal
agency believes that on balance the effect will be beneficial. Significance cannot be avoided by terming an action temporary or by breaking it
down into small component parts.
If you answer ANY of the below questions "yes" then contact the State Environmental Liaison as there may be extraordinary
circumstances and significance issues to consider and a site specific NEPA analysis may be required.
Yes No
n • Is the preferred alternative expected to cause significant effects on public health or safety?
e Is the preferred alternative expected to significantly affect unique characteristics of the geographic area such as
proximity to historic or cultural resources, park lands, prime farmlands, wetlands, wild and scenic rivers, or ecologically
critical areas?
❑ F1 • Are the effects of the preferred alternative on the quality of the human environment likely to be highly controversial?
❑✓ • Does the preferred alternative have highly uncertain effects or involve unique or unknown risks on the human
environment?
a • Does the preferred alternative establish a precedent for future actions with significant impacts or represent a decision in
principle about a future consideration?
❑ 7/] • Is the preferred alternative known or reasonably expected to have potentially significant environment impacts to the
quality of the human environment either individually or cumulatively over time?
❑ Q e Will the preferred alternative likely have a significant adverse effect on ANY of the special environmental concerns? Use
the Evaluation Procedure Guide Sheets to assist in this determination. This includes, but is not limited to, concerns such
as cultural or historical resources, endangered and threatened species, environmental justice, wetlands, floodplains,
coastal zones, coral reefs, essential fish habitat, wild and scenic rivers, clean air, riparian areas, natural areas, and
invasive species.
• Will the preferred alternative threaten a violation of Federal, State, or local law or requirements for the protection of the
environment?
P. To the best of my knowledge, the data shown on this form is accurate and complete:
In the case where a non-NRCS person (e.g. a TSP) assists with planning they are to sign the first signature block and then NRCS is to sign
the second block to verify the information's accuracy.
Signature (TSP if applicable) Title Date
�+0 V[ t t►t�liL District Conservationist 3/26/2015
Signature (NRCS) Title Date
If preferred alternative is not a federal action where NRCS has control or responsibility and this NRCS-CPA-52 is shared with
someone other than the client then indicate to whom this is being provided.
NRCS-CPA-52. March 2015

The following sections are to be completed by the Responsible Federal Official (RFO)
NRCS is the RFO if the action is subject to NRCS control and responsibility (e.g., actions financed, funded, assisted, conducted, regulated, or
approved by NRCS). These actions do not include situations in which NRCS is only providing technical assistance because NRCS cannot
control what the client ultimately does with that assistance and situations where NRCS is making a technical determination (such as Farm Bill
HEL or wetland determinations) not associated with the planning process.
Q. NEPA Compliance Finding (check one)
The preferred alternative: Action required
❑
1) is not a federal action where the agency has control or responsibility.
Document in "R.1" below.
No additional analysis is required
2) is a federal action ALL of which is categorically excluded from further
Document in "R.2" below.
❑
environmental analysis AND there are no extraordinary circumstances as identified
No additional analysis is required
in Section "0".
3) is a federal action that has been sufficiently analyzed in an existing Agency state,
Document in "R.1" below.
❑�
regional, or national NEPA document and there are no predicted significant adverse
No additional analysis is required.
environmental effects or extraordinary circumstances.
4) is a federal action that has been sufficiently analyzed in another Federal agency's
NEPA document (EA or EIS) that addresses the proposed NRCS action and its' effects
Contact the State Environmental
❑
and has been formally adopted by NRCS. NRCS is required to prepare and publish
Liaison for list d NEPA documents
formally for
its own Finding of No Significant Impact for an EA or Record of Decision for an EIS
adopted and available
"
when adopting another agency's EA or EIS document. (Note: This box is not
tiering. Document in R.1" below.
No additional analysis is required
applicable to FSA)
is a federal action that has NOT been sufficiently analyzed or may involve predicted
Contact the State Environmental
El
significant adverse environmental effects or extraordinary circumstances and may
significant
Liaison. Further NEPA analysis
require an EA or EIS.
required.
R. Rationale Supporting the Finding
R.1
Environmental Quality Incentives Program, NRCS, Environmental Assessment, December 2014
Findings Documentation
R.2
Applicable Categorical
Exclusion(s)
(more than one may apply)
7 CFR Part 650 Compliance
With NEPA, subpart 650.6
Categorical Exclusions states
prior to determining that a
proposed action is categorically
excluded under paragraph (d) of
this section, the proposed action
must meet six sideboard criteria.
See NECH 610.116.
1 have considered the effects of the alternatives on the Resource Concerns, Economic and Social Considerations, Special
Environmental Concerns, and Extraordinary Circumstances as defined by Agency regulation and policy and based on that made the
finding indicated above.
Officia
S. Signature of Responsible Official:
o4,, 6"7. e. -v District Conservationist 3/26/2015
v
Signature Title Date
Additional notes
using new 52 form. Original assessment performed on 2/09/15.
NRCS-CPA-52, March 2015

U.S. Department of Agriculture NRCS-CPA-52
Natural Resources Conservation Service
Customer Name: Vivian James
ENVIRONMENTAL EVALUATION WORKSHEET
B' Conservation Plan ID # (as applicable):
Program Authority (optional):
D. Client's Objective(s) (purpose):
C. Identification # (farm, tract, field #, etc. as required):
Stabilize eroding streambanks and manage pasture for productivity and
Farm 2946, Tract 1225, Fields 1,2,3
health.
E. Need for Action:
H. Alternatives
Currently, beef cattle are
No Action if RMS
Alternative 1 if RMS
Alternative 2 if RMS
accessing appoximately 1000
No Action will likely result in continued
Restore stream channel using approved
Exclude livestock from surface waters
feet of tributary to Dotson
stream bank and water quality
best management practices while provided
while providing alternative water points.
Branch. Stream banks are
degradation.
alternative water sources strategically
Stabilize feeding area and create buffer or
excessively eroding. Feeding
placed to promote increased grazing
filter between feeding area and adjacent
site is unmanaged and in close
efficiency and forage utilization. Exclude
tributary.
proximity to stream.
livestock from all surface waters on the
farm. Address feeding site to store
manure and control runoff to adjacent
surface waters.
Resource Concerns
In Section "F" below, analyze, record, and address concerns identified through the Resources Inventory process.
(See FOTG Section III - Resource Planning Criteria for guidance).
F. Resource Concerns
I. Effects of Alternatives
and Existing/ Benchmark
No Action
Alternative 1
Alternative 2
Conditions
Amount, Status,
Amount, Status,
Amount, Status,
(Analyze and record the
Description
f
does
Description
f
does
Description
d if
does
existing/benchmark
NOT
NOT
NOT
conditions for each
(Document both short and
meet
(Document both short and
meet
(Document both short and
Meet
identified concern)
long term impacts)
PC
long term impacts)
PC
long term impacts)
PC
SOIL: EROSION
Excessive bank erosion from streams,
No Action will likely result in
❑
Utilize best management practices
❑
Utilize best management practices
❑
shorelines or water conveyance
continued stream bank and water
quality degradation.
of 580,584,612, 472,642, 614 and
382 to restore and exclude
of 472,642, 614 and 382 to restore
and exclude livestock from surface
NOT
livestock from surface waters. 561
NOT
waters. 561 and 313 may also be
NOT
meet
and 313 may also be utilized to
meet
utilized to address feeding site.
meet
PC
address feeding site.
PC
PC
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
SOIL: SOIL QUALITY DEGRADATION
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
WATER: EXCESS/ INSUFFICIENT WATER
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
WATER: WATER QUALITY DEGRADATION
Excess nutrients in surface and
No action with likely result inL]Utilize
BMP's such as 313, 561,
❑
Utilize BMP's such as 313, 561,
Li
round waters
continued nutrient devlivery to
stream.
NOT
382, 342 to establish designated
feeding area with sufficient buffer
NOT
382, 342 to establish designated
feeding area with sufficient buffer
NOT
Feeding location is currently too
close to stream with no sufficient
for nutrient filtration.
for nutrient filtration.
buffer or filter.
meet
meet
meet
PC
PC
PC
Excessive sediment in surface waters
No action will likely result in[:]Utilize
best management practices
lof
❑
Utilize BMP's 382, 642, 614 to
1:1continued
stream bank and water
580,584,612, 472,642, 614 and
exlclude livestock and provide
NRCS-CPA-52, March 2015

int livestock access to quality degradation.
n causing significant bank
m and is detrimental to
vegetation.
382 to restore and exclude
NOT livestock from surface waters. 561 NOT
meet and 313 may also be utilized to meet
PC address feeding site. PC
NRCS-CPA-52, March 2015
water.
NOT
meet
PC

F. Resource Concerns
I. (continued)
and Existing/ Benchmark
No Action
Alternative 1
Alternative 2
Conditions
Amount, Status,
"f
Amount, Status,
Jit
Amount, Status,
(Analyze and record the
Description
does
Description
does
Description
does
existing/benchmark
NOT
NOT
NOT
conditions for each
(Document both short and
meet
(Document both short and
meet
(Document both short and
meet
identified concern) '<
longterm impacts)
ac '
long term impacts)
Pc
long term impacts)
Pc
AIR: AIR QUALITY IMPACTS
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
PLANTS: DEGRADED PLANT CONDITION
Undesirable plant productivity and
No Action will likely result in
❑
Utilize BMP.s such as 382 and 614
❑Utilize
BMP.s such as 382 and 614
E]ealth
continued undesirable plant
productivity.
to create subdivisions for rest
periods while provided alternative
to create subdivisions for rest
periods while provided alternative
Most pastures on farm are
unmanged and somewhat
NOT
water at strategic locations. 590
NOT
water at strategic locations. 590
NOT
overgrazed.
meet
and 595 should also be
meet
and 595 should also be
meet
PC
considered.
PC
considered.
PC
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
ANIMALS: INADEQUATE HABITAT FOR FISH AND WILDLIFE
Habitat degradation
No action will likely result in
continued habitat degradation.
❑
Utilize BMP's such as 580.584,E]
395,612 and 472 to create in
stream habitat as well as riparian
exclude livestock using BMP 382,
fencing. Over time, native species
will emerge and provide some
❑
The stream corridor on the farm
has been severely impacted by
cover to address water
habitat improvements.
livestock access as well as
NOT
temperature and filter nutrients and
NOT
NOT
nutrient loading of the stream.
meet
sediment before reaching the
meet
meet
PC
stream.
PC
PC
ANIMALS: LIVESTOCK PRODUCTION LIMITATION
No resource concern identified
D
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
No resource concern identified '-
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
EN
No resdt#res to
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
o resource concem identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
HUMAN: ECONOMIC AND SOCIAL CONSIDERATIONS
Capital
Status quo
Seek Conservation program funds and
grants to implement restoration project.
Seek Conservation program funds and
grants to implement restoration project.
Producer identified capital as a
primary concern for properly
addressing stream restoration.
NRCS-CPA-52, March 2015

Special Environmental Concerns: Environmental Laws, Executive Orders, policies, etc.
In Section "G" complete and attach Environmental Procedures Guide Sheets for documentation as applicable. (terns with a "0" may
require a federal permit or consultation/coordination between the lead agency and another government agency. In these cases,
effects may need to be determined in consultation with another agency. Planning and practice implementation may proceed for
practices not involved in consultation.
G. Special Environmental
Concerns
(Document existing/
benchmark cOndition5
J. Impacts to Special Environmental Concerns
No Action
I Alternative 1
Alternative 2
Document all impacts
(Attach Guide Sheets as
applicable)
v if
needs
further
action
Document all impacts
(Attach Guide Sheets as
applicable)
qjf
needs
further
action
Document all impacts
(Attach Guide Sheets as
applicable)
Jif
needs
further
action
*Clean Air Act
Guide Sheet FS1 FS -2
No Effect
❑
No Effect
❑
No Effect
J
*Clean Water Act / Waters of the
U.S.
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
No Effect
n
eCoastal Zone Management
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
No Effect
❑
Coral Reefs
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
No Effect
❑
*Cultural Resources / Historic
Properties
Guide Sheet Fact Sheet
No Effect
❑
May Effect
❑
May Effect
❑
A cultural resources review will be
required for this alternative due to
planned undertakings.
A cultural resources review will be
required for this alternative due to
planned undertakings.
•Endangered and Threatened
Species
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
No Effect
❑
Environmental Justice
Guide Sheet Fact Sheet
No Effect
❑
No Effect
No Effect
•Essential Fish Habitat
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
No Effect
❑
Floodplain Management
Guide Sheet Fact Sheet
No Effect
❑
May Effect
❑
No Effect
❑
Planned stream work under this
alternative will not occur above the
Bankfull elevation of the stream.
An increase in flood prone are will
likely occur.
Invasive Species
Guide Sheet Fact Sheet
No Effect
❑
No Effect
No Effect
*Migratory Birds/Bald and
Golden Eagle Protection Act
Guide Sheet Fact Sheet
No Effect
❑
No Effect
No Effect
❑
Natural Areas
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
No Effect
❑
Prime and Unique Farmlands
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
No Effect
❑
Riparian Area
Guide Sheet Fact Sheet
No Effect
❑
May Effect
❑
May Effect
❑
Beneficial effects will be obtained
due to planned plantings and
enhancements of riparian zone.
Beneficial effects will be obtained
due to planned plantings and
enhancements of riparian zone.
NRCS-CPA-52, March 2015

Scenic Beauty
Guide Sheet Fact Sheet
No Effect
Ll
No Effect
U
INo Effect
NRCS-CPA-52, March 2015

-Wetlands
No Effect
No Effect
No Effect
Guide Sheet Fact Sheet
-Wild and Scenic Rivers
No Effect
No Effect
No Effect
Guide Sheet Fact Sheet
K. Other Agencies and
Broad Public Concerns
No Action
Alternative 7
Alternative 2
Easements, Permissions, Public
Review, or Permits Required and
Agencies Consulted.
Cumulative Effects Narrative
Describe the cumulative impacts
considered, including past,
present and known future actions
regardless of who performed the
ctions)
L. Mitigation
(Record actions to avoid,
minimize, and compensate)
M. Preferred
v Pre erre
❑
O
❑
Alternative
alternative
Implementation of this alternative will have
the most environmental quality
Supporting
improvements on the farm.
reason
N. Context (Record context of alternatives analysis) Ilocal local local
The significance of an action must be analyzed in several contexts such as society as a whole (human, national), the affected region, the
affected interests, and the locality.
O. Determination of Significance or Extraordinary Circumstances
Intensity: Refers to the severity of impact. Impacts may be both beneficial and adverse. A significant effect may exist even if the Federal
agency believes that on balance the effect will be beneficial. Significance cannot be avoided by terming an action temporary or by breaking it
down into small component parts.
If you answer ANY of the below questions "yes" then contact the State Environmental Liaison as there may be extraordinary
circumstances and significance issues to consider and a site specific NEPA analysis may be required.
Yes No
• Is the preferred alternative expected to cause significant effects on public health or safety?
Q • Is the preferred alternative expected to significantly affect unique characteristics of the geographic area such as
proximity to historic or cultural resources, park lands, prime farmlands, wetlands, wild and scenic rivers, or ecologically
critical areas?
11 ❑� • Are the effects of the preferred alternative on the quality of the human environment likely to be highly controversial?
• Does the preferred alternative have highly uncertain effects or involve unique or unknown risks on the human
environment?
❑ a • Does the preferred alternative establish a precedent for future actions with significant impacts or represent a decision in
principle about a future consideration?
❑ O • Is the preferred alternative known or reasonably expected to have potentially significant environment impacts to the
quality of the human environment either individually or cumulatively over time?
Q • Will the preferred alternative likely have a significant adverse effect on ANY of the special environmental concerns? Use
the Evaluation Procedure Guide Sheets to assist in this determination. This includes, but is not limited to, concerns such
as cultural or historical resources, endangered and threatened species, environmental justice, wetlands, floodplains,
coastal zones, coral reefs, essential fish habitat, wild and scenic rivers, clean air, riparian areas, natural areas, and
invasive species.
• Will the preferred alternative threaten a violation of Federal, State, or local law or requirements for the protection of the
environment?
P. To the best of my knowledge, the data shown on this form is accurate and complete:
In the case where a non-NRCS person (e.g. a TSP) assists with planning they are to sign the first signature block and then NRCS is to sign
the second block to verify the information's accuracy.
Signature (TSP ifapplicable) Title Date
V1triL District Conservationist 312612015
Signature (NRCS) Title Date
If preferred alternative is not a federal action where NRCS has control or responsibility and this NRCS-CPA-52 is shared with
NRCS-CPA-52, March 2015

The following sections are to be completed by the Responsible Federal Official (RFO)
NRCS is the RFO if the action is subject to NRCS control and responsibility (e.g., actions financed, funded, assisted, conducted, regulated, or
approved by NRCS). These actions do not include situations in which NRCS is only providing technical assistance because NRCS cannot
control what the client ultimately does with that assistance and situations where NRCS is making a technical determination (such as Farm Bill
HEL or wetland determinations) not associated with the planning process.
Q. NEPA Compliance Finding (check one)
The preferred alternative: Action required
❑
1) is not a federal action where the agency has control or responsibility.
Document in "R.1" below.
No additional analysis is required
2) is a federal action ALL of which is categorically excluded from further
F-1
environmentalanalysis AND there are no extraordinary circumstances as identified
Document in "R.2" below.
in Section "O".
No additional analysis is required
3) is a federal action that has been sufficiently analyzed in an existing Agency state,
❑�
regional, or national NEPA document and there are no predicted significant adverse
Document in "RY' below.
environmental effects or extraordinary circumstances.
No additional analysis is required.
4) is a federal action that has been sufficiently analyzed in another Federal agency's
NEPA document (EA or EIS) that addresses the proposed NRCS action and its' effects
Contact the State Environmental
F-1
and
and has been formally adopted by NRCS. NRCS is required to prepare and publish
Liaison for list NEPA documents
formally for
own Finding of No Significant Impact for an EA or Record of Decision for an EIS
adoptedd and available
when adopting another agency's EA or EIS document. (Note: This box is not
tiering. Document in "R.1" below.
applicable to FSA)
No additional analysis is required
❑
5) is a federal action that has NOT been sufficiently analyzed or may involve predicted
Contact the State Environmental
significant adverse environmental effects or extraordinary circumstances and may
Liaison. Further NEPA analysis
require an EA or EIS.
required.
R. Rationale Supporting the Finding
R.1
Environmental Quality Incentives Program, NRCS, Environmental Assessment, December 2014
Findings Documentation
R.2
Applicable Categorical
Exclusion(s)
(more than one may apply)
7 CFR Part 650 Compliance
With NEPA, subpart 650.6
Categorical Exclusions states
prior to determining that a
proposed action is categorically
excluded under paragraph (d) of
his section, the proposed action
must meet six sideboard criteria.
See NECH 610.116.
/ have considered the effects of the alternatives on the Resource Concerns, Economic and Social Considerations, Special
Environmental Concerns, and Extraordinary Circumstances as defined by Agency regulation and policy and based on that made the
finding indicated above.
S. Signature of Responsible Federal Official:
�i0 W1 v District Conservationist 3/26/2015
Signature Title Date
Additional notes
NRCS-CPA-52, March 2015

U.S. Department of Agriculture NRCS-CPA-52
Natural Resources Conservation Service
A. Client Name: Johnny Bruce Ferguson
ENVIRONMENTAL EVALUATION WORKSHEET
B. Conservation Plan ID # (as applicable):
Program Authority (optional):
D. Client's Objective(s) (purpose):
C. Identification # (farm, tract, field #, etc. as required):
Protect water quality by implementing a series of practices and management
Tracts, 3599, 11033
schemes to decrease possibility of sediment and nutrients entering surface
waters across the farm.
E. Need for Action:
H. Alternatives
Currently, lifestock utilize surface
Alternative 2 if RMS
No Action q if RMS
Alternative 1 if RMS Ll
water as drinking source and are
No action will likely result in continued
Implement best management practices
ed in close proimity along
degradation of water quality as well as soil
identified in a Conservation Plan to reduce
narrow floodplains for extended
health and productivity concerns across
sediment and nutrient delivery to the
periods of time. This continued
the farm.
surface waters on the farm. Protect
utilization of the stream has
riparian zone from degradation correcting
created significant resource
stream function and enhancing quatic
concerns including stream bank
wildlife habitat.
erosion and nutrification of
stream.
Resource Concerns
In Section "F" below, analyze, record, and address concerns identified through the Resources Inventory process.
(See FOTG Section III - Resource Planning Criteria for guidance).
F. Resource Concerns
I. Effects of Alternatives
and Existing/ Benchmark
No Action
Alternative 1
Alternative 2
Conditions
Amount, Status,
if
Amount, Status,
o if
Amount, Status,
d if
(Analyze and record the
Description
does
Description
does
Description
does
existing/benchmark
NOT
NOT
NOT
conditions for each
(Document both short and
meet
(Document both short and
meet
(Document both short and
meet
identified concern)
long term impacts)
Pc
long term impacts)
Pc
long term impacts)
Pc
SOIL: EROSION
Excessive bank erosion from streams,
No action will likely result in
❑
Utilize practices such as
El
shorelines or water conveyance
continued degradation of water
580,584,395, 612,342 and 382 on
❑
Continued livestock utilization of
quality and increased stream bank
tracts 3599 and 11033 along
he stream has altered stream
erosion.
NOT
streams and drainagages where
NOT
NOT
pattern and denuded banks of
meet
livestock have access.
meet
meet
riparian vegetation.
PC
PC
PC
Sheet, Rill & Wind Erosion
No action will likely result in
1:1560,
Utilize practices such as 382, 313,
El
continued erosion on and around
561, 528, 614, 642, and 516
Sheet and rill erosion occuring in
areas where livestock are
in pastures on tracts 3599 and
pastures where concentrated
concentrated in conjunction with
NOT
11033 to minimize impacts to soil
NOT
NOT
feeding is taking place for
9 lounging. feeding and loun in
meet
health
meet
meet
extende periods of time.
PC
PC
PC
SOIL: SOIL QUALITY DEGRADATION
Compaction
Continued soil quality degredation.Utilize
E:]
561, 313, 560 and 382 as
❑
❑
NOT
well as other bmp's to benefit soil
quality across the farm.
NOT
NOT
Soil compaction is evident in and
around concentrated feeding
sites and trails.
meet
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
WATER: EXCESS/INSUFFICIENT WATER
No resource concern identified
❑
NOT
❑
NOT
El
NOT
meet
meet
meet
PC
PC
PC
WATER: WATER QUALITYDEGRADATION
Excess nutrients in surface and
No action will likely result in
❑
Utilize practices such as
O
❑
ground waters
continued water quality
degradation by nutrient loading of
580,584,395, 612,342 and 382 on
tracts 3599 and 11033 along
Areas of prolonged feeding and
NRCS-CPA-52, March 2015

concentrations nave reswteo in
streams on the farm.
streams and drainagages where
nutrient loading of stream due to
NOT
livestock have access. Create as
NOT
NOT
location of these areas and lack
meet
much buffer/filter as possible
meet
meet
f riaparian vegetation.
PC
between feeding areas and surface
pr
PC
water. 313 may be necessary to
achieve desired results.
Excessive sediment in surface waters
No action will likely result in
E]
Utilize practices such as
❑
❑
continued sedimentation of
streams due to bank erosion and
580,584,395, 612,342 and 382 on
tracts 3599 and 11033 along
Continual livestock access to the
surface waters on the farm have
overland flow.
streams and drainagages where
contributed to stream bank
livestock have access. Create as
erosion due to trailing and
NOT
much buffer/filter as possible
NOT
NOT
removal of riparian vegetation.
meet
between feeding areas and surface
meet
meet
PC
water. 313 may be necessary to
PC
PC
achieve desired results.
NRCS-CPA-52, March 2015

F. Resource Concerns
I. (continued)
and Existing/ Benchmark
No Action
Alternative 1
Alternative 2
Conditions
Amount, Status,
if
Amount, Status,
Amount, Status,
(Analyze and record the
Description
does
Description
if
does
Description
v if
does
existing/benchmark
NOT
NOT
NOT
conditions for each
(Document both short and
meet
(Document both short and
meet
(Document both short and
meet
identified concern)
long term impacts)
PC
long term impacts)
PC
long term impacts)
PC
AIR: AIR QUALITY IMPACTS
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
PLANTS: DEGRADED PLANT CONDITION
Undesirable plant productivity and
Continued degradation of plant
E:]
Utilize practices such as 590, 382
❑
❑
health
condition is likely if no action is
taken.
and 528 to control grazing patterns
and duration, while increasing soil
Overgrazing is evident due to
stocking rates and lack of
NOT
fertility for optimal plant growth on
NOT
NOT
fencing for rotational
meet
all pastures across the farm.
meet
meet
management.
PC
PC
PC
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
ANIMALS: INADEQUATE HABITAT FOR FISH AND WILDLIFE
abitat degradation
Iquatic
No action will likely result in
❑
Utilize practices such as
E]❑
continued degradation of aquatic
habitat.
580,584,395, 612,342 and 382 on
tracts 3599 and 11033 along
habitat severely
degraded due to nutrient loading
streams and drainagages where
f stream, bank erosion, and lack
livestock have access.
of shade for water temperature
NOT
NOT
NOT
benefits. Channel pattern and
meet
meet
meet
dimensions have been altered by
PC
PC
PC
continued livestock access.
ANIMALS: LIVESTOCK PRODUCTION LIMITATION
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
NEFFICIENT ENERGY
USE
ng practices and field
Continued inefficient energy use
❑
Implement grazing strategies such
❑
NOT
as 528 to maximize grazing
efficiency and reduce
NOT
❑
NOT
ng practices and
level have created
L
meet
supplemental feeding.
meet
meet
system across the
PC
PC
PC
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
HUMAN: ECONOMIC AND SOCIAL CONSIDERATIONS
Management Level
Current management levels will need to be
increased to address identified resource
Current management levels will need to be
increased to address identified resource
Current management levels will
need to be increased to address
concerns.
concerns.
identified resource concerns.
NRCS-CPA-52, March 2015

Special Environmental Concerns: Environmental Laws, Executive Orders, policies, etc.
In Section "G" complete and attach Environmental Procedures Guide Sheets for documentation as applicable. Items with a "0" may
require a federal permit or consultation/coordination between the lead agency and another government agency. In these cases,
effects may need to be determined in consultation with another agency. Planning and practice implementation may proceed for
practices not involved in consultation.
G. Special Environmental
Concerns
(Document existing/
benchmark conditions
J. impacts to Special Environmental Concerns
No Action
I Alternative I
Alternative 2
Document all impacts
(Attach Guide Sheets as
applicable)
if
needs
further
action
Document all impacts
(Attach Guide Sheets as
applicable)
q if
needs
further
action
Document all impacts
(Attach Guide Sheets as
applicable)
if
needs
further
action
*Clean Air Act
Guide Sheet FS1 FS -2
No Effect
No Effect
❑
El
*Clean Water Act / Waters of the
U.S.
Guide Sheet Fact Sheet
No Not
El
No Effect
*Coastal Zone Management
Guide Sheet Fact Sheet
No Effect
0
No Effect
Coral Reefs
Guide Sheet Fact Sheet
No Effect
No Effect
•Cultural Resources / Historic
Properties
Guide Sheet Fact Sheet
No Effect
May Effect
A cultural resources review will be
required for planned undertakings
in this alternative.
*Endangered and Threatened
Species
Guide Sheet Fact Sheet
No Effect
n
No Effect
Environmental Justice
Guide Sheet Fact Sheet
No Effect
E
No Effect
❑
*Essential Fish Habitat
Guide Sheet Fact Sheet
No Effect
r I
No Effect
Floodplain Management
Guide Sheet Fact Sheet
No Effect
No Effect
❑
❑
Stream restoration practices under
this alternative will likely increase
flood prone area. Work performed
will be at or below bankfull
elevations determined by engineer.
Invasive Species
Guide Sheet Fact Sheet
No Effect
No Effect
•Migratory Birds/Bald and
Golden Eagle Protection Act
Guide Sheet Fact Sheet
No Effect
No Effect
Natural Areas
Guide Sheet Fact Sheet
No Effect
No Effect
Prime and Unique Farmlands
Guide Sheet Fact Sheet
No Effect
No Effect
Riparian Area
Guide Sheet Fact Sheet
No Effect
No Effect
Ll
❑
Scenic Beauty jNo
Guide Sheet Fact Sheet
Effect
No Effect
❑
❑
NRCS-CPA-52, March 2015

*Wetlands
No Effect
No Effect
Guide Sheet Fact Sheet
—�
•Wild and Scenic Rivers
No Effect
No Effect
Guide Sheet Fact Sheet
❑
K. Other Agencies and
Broad Public Concerns
No Action
Alternative 1
Alternative 2
Easements, Permissions, Public
Review, or Permits Required and
Agencies Consulted.
Cumulative Effects Narrative
Describe the cumulative impacts
considered, including past,
resent and known future actions
regardless of who performed the
ctions)
L. Mitigation
(Record actions to avoid,
minimize, and compensate)
M. Preferred
Q pre erre
ElO
❑
Alternative
alternative
Practices implemented under this
Supporting
alternative will have positive effects on
reason
water quality and aquatic habit on the farm.
N. Context (Record context of alternatives analysis) local
The significance of an action must be analyzed in several contexts such as society as a whole (human, national), the affected region, the
affected interests, and the locality.
O. Determination of Significance or Extraordinary Circumstances
Intensity: Refers to the severity of impact. Impacts may be both beneficial and adverse. A significant effect may exist even if the Federal
agency believes that on balance the effect will be beneficial. Significance cannot be avoided by terming an action temporary or by breaking it
down into small component parts.
If you answer ANY of the below questions "yes" then contact the State Environmental Liaison as there may be extraordinary
circumstances and significance issues to consider and a site specific NEPA analysis may be required.
Yes No
❑ O • Is the preferred alternative expected to cause significant effects on public health or safety?
• Is the preferred alternative expected to significantly affect unique characteristics of the geographic area such as
proximity to historic or cultural resources, park lands, prime farmlands, wetlands, wild and scenic rivers, or ecologically
critical areas?
• Are the effects of the preferred alternative on the quality of the human environment likely to be highly controversial?
❑� • Does the preferred alternative have highly uncertain effects or involve unique or unknown risks on the human
environment?
❑ Q • Does the preferred alternative establish a precedent for future actions with significant impacts or represent a decision in
principle about a future consideration?
Q • Is the preferred alternative known or reasonably expected to have potentially significant environment impacts to the
quality of the human environment either individually or cumulatively over time?
0 • Will the preferred alternative likely have a significant adverse effect on ANY of the special environmental concerns? Use
the Evaluation Procedure Guide Sheets to assist in this determination. This includes, but is not limited to, concerns such
as cultural or historical resources, endangered and threatened species, environmental justice, wetlands, floodplains,
coastal zones, coral reefs, essential fish habitat, wild and scenic rivers, clean air, riparian areas, natural areas, and
invasive species.
D • Will the preferred alternative threaten a violation of Federal, State, or local law or requirements for the protection of the
environment?
P. To the best of my knowledge, the data shown on this form is accurate and complete:
In the case where a non-NRCS person (e.g. a TSP) assists with planning they are to sign the first signature block and then NRCS is to sign
the second block to verify the information's accuracy.
Signature (TSP ifapplicable) Title Date
O" �ti,fe1v District Conservationist 3/30/2015
Signature (NRCS) Title Date
If preferred alternative is not a federal action where NRCS has control or responsibility and this NRCS-CPA-52 is shared with
someone other than the client then indicate to whom this is being provided.
NRCS-CPA-52, March 2015

The following sections are to be completed by the Responsible Federal Official (RFO)
NRCS is the RFO if the action is subject to NRCS control and responsibility (e.g., actions financed, funded, assisted, conducted, regulated, or
approved by NRCS). These actions do not include situations in which NRCS is only providing technical assistance because NRCS cannot
control what the client ultimately does with that assistance and situations where NRCS is making a technical determination (such as Farm Bill
HEL or wetland determinations) not associated with the planning process.
Q. NEPA Compliance Finding (check one)
The preferred alternative: Action required
❑
1) is not a federal action where the agency has control or responsibility.
Document in "R.1" below.
No additional analysis is required
2) is a federal action ALL of which is categorically excluded from further
❑
environmental analysis AND there are no extraordinary circumstances as identified
Document in "R.2" below.
in Section "O".
No additional analysis is required
3) is a federal action that has been sufficiently analyzed in an existing Agency state,
❑✓
regional, or national NEPA document and there are no predicted significant adverse
Document in "R.1" below.
environmental effects or extraordinary circumstances.
No additional analysis is required.
4) is a federal action that has been sufficiently analyzed in another Federal agency's
NEPA document (EA or EIS) that addresses the proposed NRCS action and its' effects
Contact the State Environmental
❑
and has been formally adopted by NRCS. NRCS is required to prepare and publish
Liaison for list of NEPA documents
its own Finding of No Significant Impact for an EA or Record of Decision for an EIS
formally adopted and available for
when adopting another agency's EA or EIS document. (Note: This box is not
tiering. Document in "R.1" below.
applicable to FSA)
No additional analysis is required
❑
5) is a federal action that has NOT been sufficiently analyzed or may involve predicted
Contact the State Environmental
significant adverse environmental effects or extraordinary circumstances and may
Liaison. Further NEPA analysis
require an EA or EIS.
required.
R. Rationale Supporting the Finding
R.1
Environmental Quality Incentives Program, NRCS, Environmental Assessment, December 2014
Findings Documentation
R.2
Applicable Categorical
Exclusion(s)
(more than one may apply)
7 CFR Part 650 Compliance
With NEPA, subpart 650.6
Categorical Exclusions states
prior to determining that a
proposed action is categorically
excluded under paragraph (d) of
------
--this
thissection, the proposed action
must meet six sideboard criteria,
See NECH 610.116.
1 have considered the effects of the alternatives on the Resource Concerns, Economic and Social Considerations, Special
Environmental Concerns, and Extraordinary Circumstances as defined by Agency regulation and policy and based on that made the
finding indicated above.
S. Signature of Responsible Federal Official:
�t)itiw VAS t�N'tl" District Conservationist 3/30/2015
Signature Title Date
52 on this new form.
Additional notes
NRCS-CPA-52, March 2015

U.S. Department of Agriculture NRCS-CPA-52
A. Client Name: Carlyle Ferguson
Natural Resources Conservation Service
ENVIRONMENTAL EVALUATION WORKSHEET
B' Conservation Plan ID # (as applicable):
Program Authority (optional):
D. Client's Objective(s) (purpose):
C. Identification # (farm, tract, field #, etc. as required):
Stream bank restoration, animal waste management and nutrient reduction.
Farm 1402, Tract 1312
E. Need for Action:
. Alternatives
Currently, cattle have access to
No Action q if RMS
Alternative 1 if RMS
Alternative 2 if RMSEl
streams and are negatively
o action will likely result in continued
[streams.
Implemenent BMP's such as 580,584, 395,
impacting stream riparian areaater
quality degradation due to stream
612, 342, 614,382 and 590 to address
and banks. Winter feeding
ank erosion and nutrient loading of the
stream bank erosion, channel degradation,
locaitons combined with little to
water quality and nutrient management.
no buffer is causing nutrients
Implement in all fields where cattle have
from feeding sites to reach the
access to surface waters.
stream.
Resource Concerns
In Section "F" below, analyze, record, and address concerns identified through the Resources Inventory process.
(See FOTG Section III - Resource Planning Criteria for guidance).
F. Resource Concerns
I. Effects of Alternatives
and Existing/ Benchmark
No Action
Alternative 1
Alternative 2
Conditions
Amount, Status,
I
Amount, Status,
Amount, Status,
(Analyze and record the
Description
N it
does
Description
v if
does
Description
it
does
existing/benchmark
NOT
NOT
NOT
conditions for each
(Document both short and
meet
(Document both short and
meet
(Document both short and
meet
identified concern)longterm
impacts)
Pc
long term impacts)
Pc
long term impacts)
Pc
SOIL: EROSION
Excessive bank erosion from streams,
Continued bank erosion likely if no
F1584
Implement practice 580, 612 and
El
shorelines or water conveyance
action taken.
to address stream and stream
channel degradation. Utilize 382
E]
Bank erosion evident due to
cattle accessing stream for
NOT
and 472 to control access of
NOT
NOT
water.
meet
livestock to stream corridor.
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
SOIL: SOIL QUALITY DEGRADATION
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
WATER: EXCESS/ INSUFFICIENT WATER
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
WATER: WATER QUALITY DEGRADATION
Excess nutrients in surface and
Continued water quality impacts
❑
Utilize 578 (crossings), 382 and
❑
❑
round waters
are likely if no action is taken.
NOT
612 to create some buffer along
riparian area adjacent to stream.
Nutrients entering stream
adjacent to feeding sites and at
NOT
NOT
crossings where cattle access
meet
meet
meet
regularly.
PC
PC
PC
Excessive sediment in surface waters
Continued sedimentation likely if[:]Utilize
578 (crossings), 382 and
❑
❑
no action taken.
612 to create some buffer along
riparian area adjacent to stream in
Sedimentation of stream
occurring due to livestock access
NOT
all fields where cattle have access
NOT
NOT
NRCS-CPA-52, March 2015

well as bank erosion created I meet to surface waters. meetmeet
this access. PC I PC I I PC
NRCS-CPA-52, March 2015

F. Resource Concerns
I. (continued)
and Existing/ Benchmark
No Action
Alternative 1
Alternative 2
Conditions
Amount, Status,
Amount, Status,
Amount, Status,
(Analyze and record the
Description
'f
does
Description
° a
does
Description
d it
does
existing/benchmark
NOT
NOT
NOT
conditions for each
(Document both short and
meet
(Document both short and
meet
(Document both short and
meet
identified concern)
long term impacts)
PC
long term impacts)
PC
long term impacts)
PC
AIR: AIR QUALITY IMPACTS
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
PLANTS: DEGRADED PLANT CONDITION
Undesirable plant productivity and
Continued undesirable plant
❑Utilize
642,516,614, 561 and 382
❑
❑
health
productivity and health likely if no
action is taken.
in all pastures to increase grazing
dispersion and allow for increased
Stocking rates and lack of
pasture management practices
NOT
rotations.
NOT
NOT
have created less than optimal
meet
meet
meet
conditions for plant productivity.
PC
PC
PC
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
ANIMALS: INADEQUATE HABITAT FOR FISH AND WILDLIFE
Habitat degradation
Inadequate habitat for aquatic
❑
Utilize 395, 580,584 and 612 along
❑
❑
wildlife will likely result if no action
is taken.
riparian corridor and in stream to
increase habitat in all fields where
Lack of riparian vegetation and
stream degradation due to
NOT
streams and springs are present.
NOT
NOT
livestock access has created
meet
meet
meet
negative impacts on aquatic
PC
PC
PC
ANIMALS: LIVESTOCK PRODUCTION LIMITATION
No resource concern identified
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
ENERGY: ,!l E.F (Zf�
ROW)U1 SF *�.. °: P # _
,..
r$sbtnae cane ;' � *r" �
El
❑
NOT
NOT
Imeet
meet
meet
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
HUMAN: ECONOMIC AND SOCIAL CONSIDERATIONS
Capital
Status quo
Utilize conservation programs to cost
share on implemenation of planned BMP's.
large amount of capital will be
required to address current
resource concerns on the farm.
NRCS-CPA-52, March 2015

Special Environmental Concerns: Environmental Laws, Executive Orders, policies, etc.
In Section"G" complete and attach Environmental Procedures Guide Sheets for documentation as applicable. Items with a "0" may
require a federal permit or consultation coordination between the lead agency and another government agency. In these cases,
effects may need to be determined in consultation with another agency, Planning and practice implementation may proceed for
practices not Involved in consultation:
G. Special Environmental
Concerns
(Document existing/
benchmark conditions)
J. Impacts to Special Environmental Concerns
No Action
Alternative 1
Alternative 2
Document all impacts
(Attach Guide Sheets as
applicable)
ti if
needs
further
action
Document all impacts
(Attach Guide Sheets as
applicable)
v if
needs
further
action
Document all impacts
(Attach Guide Sheets as
applicable)
v if
needs
further
action
*Clean Air Act
Guide Sheet FS1 FS -2
No Effect
No Effect
U
•Clean Water Act / Waters of the
U.S.
Guide Sheet Fact Sheet
No Effect
No Effect
❑
•Coastal Zone Management
Guide Sheet Fact Sheet
No Effect
No Effect
Coral Reefs
Guide Sheet Fact Sheet
No Effect
No Effect
•Cultural Resources / Historic
Properties
Guide Sheet Fact Sheet
No Effect
May Effect
Q
A cultural resources review will be
required due to planned
undertakings under this alternative.
*Endangered and Threatened
Species
Guide Sheet Fact Sheet
No Effect
No Effect
Environmental Justice
Guide Sheet Fact Sheet
No Effect
❑
No Effect
❑
❑
*Essential Fish Habitat
Guide Sheet Fact Sheet
No Effect
1:1
No Effect
1:1
L1
Floodplain Management
Guide Sheet Fact Sheet
No Effect
L]
May Effect
See guide sheet.
Invasive Species
Guide Sheet Fact Sheet
No Effect
E
No Effect
El
•Migratory Birds/Bald and
Golden Eagle Protection Act
Guide Sheet Fact Sheet
No Effect
No Effect
Natural Areas
Guide Sheet Fact Sheet
No Effect
No Effect
Prime and Unique Farmlands
Guide Sheet Fact Sheet
No Effect
No Effect
Riparian Area
Guide Sheet Fact Sheet
No Effect
No Effect
Scenic Beauty
Guide Sheet Fact Sheet
No Effect
No Effect
NRCS-CPA-52, March 2015

•Wetlands
No Effect
No Effect
Guide Sheet Fact Sheet
n
LJ
.Wild and Scenic Rivers
No Effect
No Effect
Guide Sheet Fact Sheet
11
K. Other Agencies and
Broad Public Concerns
No Action
Alternative 1
Alternative 2
Easements, Permissions, Public
Permit to work in stream from state and
Review, or Permits Required and
federal agenices
Agencies Consulted.
Cumulative Effects Narrative
Describe the cumulative impacts
considered, including past,
present and known future actions
regardless of who performed the
actions)
L. Mitigation
(Record actions to avoid,
minimize, and compensate)
M. Preferred
v pre erre
❑
O
❑
Alternative
alternative
Reduction of sediment and nutrients to
Supporting
surfaces waters while improving aquatic
reason
wildlife habitat.
N. Context (Record context of alternatives analysis) local
The significance of an action must be analyzed in several contexts such as society as a whole (human, national), the affected region, the
affected interests, and the locality.
O. Determination of Significance or Extraordinary Circumstances
Intensity: Refers to the severity of impact. Impacts may be both beneficial and adverse. A significant effect may exist even if the Federal
agency believes that on balance the effect will be beneficial. Significance cannot be avoided by terming an action temporary or by breaking it
down into small component parts.
If you answer ANY of the below questions "yes" then contact the State Environmental Liaison as there may be extraordinary
circumstances and significance issues to consider and a site specific NEPA analysis may be required.
Yes No
❑ 0 • Is the preferred alternative expected to cause significant effects on public health or safety?
• Is the preferred alternative expected to significantly affect unique characteristics of the geographic area such as
proximity to historic or cultural resources, park lands, prime farmlands, wetlands, wild and scenic rivers, or ecologically
critical areas?
0 • Are the effects of the preferred alternative on the quality of the human environment likely to be highly controversial?
a • Does the preferred alternative have highly uncertain effects or involve unique or unknown risks on the human
environment?
• Does the preferred alternative establish a precedent for future actions with significant impacts or represent a decision in
principle about a future consideration?
Q • Is the preferred alternative known or reasonably expected to have potentially significant environment impacts to the
quality of the human environment either individually or cumulatively over time?
❑ Q • Will the preferred alternative likely have a significant adverse effect on ANY of the special environmental concerns? Use
the Evaluation Procedure Guide Sheets to assist in this determination. This includes, but is not limited to, concerns such
as cultural or historical resources, endangered and threatened species, environmental justice, wetlands, floodplains,
coastal zones, coral reefs, essential fish habitat, wild and scenic rivers, clean air, riparian areas, natural areas, and
invasive species.
❑ Will the preferred alternative threaten a violation of Federal, State, or local law or requirements for the protection of the
environment?
P. To the best of my knowledge, the data shown on this form is accurate and complete:
In the case where a non-NRCS person (e.g. a TSP) assists with planning they are to sign the first signature block and then NRCS is to sign
the second block to verify the information's accuracy.
Signature (TSP if applicable) Title Date
�»Li+vti►t�rti District Conservationist 2/9/2015
Signature (NRCS) Title Date
If preferred alternative is not a federal action where NRCS has control or responsibility and this NRCS-CPA-52 is shared with
someone other than the client then indicate to whom this is being provided.
NRCS-CPA-52, March 2015

The following sections are to be completed by the Responsible Federal Official (RFO)
NRCS is the RFO if the action is subject to NRCS control and responsibility (e.g., actions financed, funded, assisted, conducted, regulated, or
approved by NRCS). These actions do not include situations in which NRCS is only providing technical assistance because NRCS cannot
control what the client ultimately does with that assistance and situations where NRCS is making a technical determination (such as Farm Bill
HEL or wetland determinations) not associated with the planning process.
Q. NEPA Compliance Finding (check one)
The preferred alternative: Action required
❑
1) is not a federal action where the agency has control or responsibility.
Document in "R.1" below.
No additional analysis is required
2) is a federal action ALL of which is categorically excluded from further
F-1
environmentalanalysis AND there are no extraordinary circumstances as identified
Document in "R.2" below.
in Section "O".
No additional analysis is required
3) is a federal action that has been sufficiently analyzed in an existing Agency state,
❑✓
regional, or national NEPA document and there are no predicted significant adverse
Document in "R.1" below.
environmental effects or extraordinary circumstances.
No additional analysis is required.
4) is a federal action that has been sufficiently analyzed in another Federal agency's
NEPA document (EA or EIS) that addresses the proposed NRCS action and its' effects
Contact the State Environmental
❑
and has been formally adopted by NRCS. NRCS is required to prepare and publish
Liaison for list of NEPA documents
its own Finding of No Significant Impact for an EA or Record of Decision for an EIS
formally adopted and available for
when adopting another agency's EA or EIS document. (Note: This box is not
tiering. Document in "RY' below.
applicable to FSA)
No additional analysis is required
El
is a federal action that has NOT been sufficiently analyzed or may involve predicted
Contact the State Environmental
significant
significant adverse environmental effects or extraordinary circumstances and may
Liaison. Further NEPA analysis
require an EA or EIS.
required.
R. Rationale Supporting the Finding
R.1
Environmental Quality Incentives Program, NRCS, Environmental Assessment. December 2014
Findings Documentation
R.2
Applicable Categorical
Exclusion(s)
(more than one may apply)
7 CFR Part 650 Compliance
With NEPA, subpart 650.6
Categorical Exclusions states
prior to determining that a
proposed action is categorically
excluded under paragraph (d) of
-- -- - -
this section, the proposed action
must meet six sideboard criteria.
See NECH 610.116.
I have considered the effects of the alternatives on the Resource Concerns, Economic and Social Considerations, Special
Environmental Concerns, and Extraordinary Circumstances as defined by Agency regulation and policy and based on that made the
finding indicated above.
S. Signature of Responsible Federal Official:
�i W-1, " District Conservationist 9/14/2015
Signature Title Date
Additional notes
52 from original which predates this form. Orignal performed on 2/09/15.
NRCS-CPA-52, March 2015

17i 4�NRCS
Unit tl St.stva Depa:lmr, nt of A :te lrb:r
.;.G.. '. r-"-;,. ._
TO: Individual/Office receiving assistance:
Trip Report
on technical guidance provided by
MRCS specialists in NC
Medford
FROM: Person (s) Providing Assistance: Jim Errante, CR Specialist
County: Haywood
Date (s) of assistance: 4/21/16
NOTE: You must complete/
savelsend this utilizing Adobe
Acrobat Standard/ Professional,
not Adobe READER.
Purpose of trip:
Cultural resources survey for planned pipeline, well, tank, waterline, HUA, fence, streambank/shoreline
protection, and channel bed stabilization (EQIP).
List of Findings:
A preliminary literature search revealed a high potential for cultural resources.
A cultural resources survey of the planned APE included both visual and subsurface investigations of all areas expected to be
disturbed by NRCS assistance. Landform includes steep hillsides and flat areas adjacent to creek. All visual reconnaissance and
subsurface shovel tests negative for CR's.
Recommendations:
Continue with planned assistance. Should any prehistoric or historic cultural resource(s) or human remains be uncovered during
NRCS assisted activities, all work must cease in the area of the discovery. Steps should then be taken to secure and preserve the
discovery and the Cultural Resources Specialist should be contacted ASAP.
Agreed -to -items:
Jim Errante
4/26/16
TYPED SIGNATURE DATE PREPARED
cc'd to:
type in names of persons who will receive a copy
(should include Your Supervisor, NRCS State
Conservationist, and the Supervisory DC Jahn Ottinger

USDA
r� r.
�
i,!-nita�l 5*.,r°�� s ta��+Arimcn! �r r�gr;{t�Itu�rr
TO: Individual/Office receiving assistance:
Trip Repori
on technical guidance provided by
NRCS specialists in NC
Vivian James
FROM: Person (s) Providing Assistance: Jim Errante, CR Specialist
County: Haywood
Date (s) of assistance: 4/21/16
NOTE: You must complete/
save/send this utilizing Adobe
Acrobat Standard/Professional,
not Adobe READER.
Purpose of trip:
Cultural resources survey for planned Livestock Feeding Area, Watering Facilities, Livestock Exclusion,
Livestock Pipeline, Stock Trail, HUA, Stream Bank and Shoreline Protection, Well, Channel Bed Stabilization,
Tree/Shrub Establishment (EQIP).
List of Findings:
A preliminary literature search revealed a high potential for cultural resources.
A cultural resources survey of the planned APE included investigations of all areas expected to be disturbed by NRCS assistance.
Landform includes steep hillsides, very disturbed soils with no real land available for longterm human occupation. No CR's present.
Recommendations:
Continue with planned assistance. Should any prehistoric or historic cultural resource(s) or human remains be uncovered during
NRCS assisted activities, all work must cease in the area of the discovery. Steps should then be taken to secure and preserve the
discovery and the Cultural Resources Specialist should be contacted ASAP.
Agreed -to -items:
Jim Errante
4/26/16
TYPED SIGNATURE DATE PREPARED
cc'd to:
type in names of persons who will receive a copy
(should include Your Supervisor, NRCS State
Conservationist, and the Supervisory DC John Ottnger

4MRCS
Uniic^d 5$a7t�z 6«?�.7rtcne nt ad Ag.:realSt�re+
Trip Report
on technical guidance provided by
NRCS specialists in NC
TO: Individual/Office receiving assistance: Johny Bruce Ferguson
FROM: Person (s) Providing Assistance: Jim Errante, CR Specialist
County: Haywood Date (s) of assistance: 4/21/16
NOTE. You must complete!
so velsend this utilizing Adobe
Acrobat Standard/ Professional,
not Adobe READER.
Purpose of trip: (Cultural resources survey for planned pipeline, well, tank, waterline, HUA, fence, streambank/shoreline
protection, and channel bed stabilization (EQIP).
List of Findings:
A preliminary literature search revealed a high potential for cultural resources.
A cultural resources survey of the planned APE included both visual and subsurface investigations of all areas expected to be
disturbed by NRCS assistance. Landform includes steep hillsides and flat areas adjacent to creek. All visual reconnaissance and
subsurface shovel tests negative for CR's.
I
Recommendations:
Continue with planned assistance. Should any prehistoric or historic cultural resource(s) or human remains be uncovered during
NRCS assisted activities, all work must cease in the area of the discovery. Steps should then be taken to secure and preserve the
discovery and the Cultural Resources Specialist should be contacted ASAP.
Agreed -to -items:
Jim Errante
4/26/16
TYPED SIGNATURE DATE PREPARED
cc'd to:
type in names of persons who will receive a copy
(should include Your Supervisor, NRCS State
Conservationist, and the Supervisory DC John Ottinger

us""1 Trip Report
JRCS on technical guidance provided by NOTE: You must complete/
Untta�l Stags' Dvp4.1mvnt n' Aatitulttsre NRCS specialists in NC save/send this utilizing Adobe
r,an,r "c-y"c-'w!'" ' "`` _ Acrobat Standard/Professional,
not Adobe READER.
TO: Individual/Office receiving assistance:
Carlyle Ferguson
FROM: Person (s) Providing Assistance: Jim Errante, CR Specialist
County: Haywood
Date (s) of assistance: 4/21/16
Purpose of trip:
Cultural resources survey for planned pipeline, well, tank, waterline, fence, HUA, stream crossing, stredriiud 1n,
shoreline protection, channel bed stabilization, and tree shrub establishment.
List of Findings:
A preliminary literature search revealed a very high potential for cultural resources.
A cultural resources survey of the planned APE included both visual and subsurface investigations of all areas expected to be
disturbed by NRCS assistance. Landform of APE is adjacent to high potential landforms between Dotson Cr and the Pigeon River. All
visual reconnaissance and subsurface shovel tests negative for CR's.
Recommendations:
Continue with planned assistance. Should any prehistoric or historic cultural resource(s) or human remains be uncovered during
NRCS assisted activities, all work must cease in the area of the discovery. Steps should then be taken to secure and preserve the
discovery and the Cultural Resources Specialist should be contacted ASAP.
Agreed -to -items:
Jim Errante
4/26/16
TYPED SIGNATURE DATE PREPARED
cc'd to:
type in names of persons who will receive a copy
(should include Your Supervisor, NRCS State
Conservationist, and the Supervisory DC john Ottinger

Mutual Agreement
for
Stream Restoration Project
Resource Institute (RI) is a non-profit organization that assists organizations and
individuals in carrying out projects to protect natural and human resources while promoting
economic development. RI can assist with projects in a variety of ways, including, but not
limited to, fund-raising, administering project funds, and contracting for services needed to
complete a project. RI has recently adopted a project referred to as the Western North Carolina
Stream Initiative to help farmers and landowners address eroding stream banks that are
negatively affecting them through loss of property, hazards for livestock, sediment transport into
a stream and degraded aquatic habitat. The farmer/landowner has either initiated an application
for assistance through USDA/NRCS's EQIP program or has already signed an
agreement/contract for assistance with USDA/NRCS's EQIP program. RI's role is to help attain
the funding, for the design, construction oversight and unmet construction needs of the work for
sites with current EQIP program agreements/contracts through USDA/NRCS.
RI will assist the farmer/landowner by helping to address issues related to managing and
contracting for the required design, planning, permitting and construction work for stream
enhancement practices on the site, as well as necessary structure work, and bank stabilization.
RI's objective is to help address current water quality degradation issues; however, work cannot
be guaranteed for acts of nature related to flood events. RI is working with NRCS, Conservation
Districts and the farmer/landowner to help reduce those impacts as much as possible.
In providing services to the farmer/landowner on this tract of land for stream
restoration/stabilization activities to be performed we thereby mutually agree to the following
items:
1. The farmer/landowner will allow ingress and egress for all activities related to the stream
restoration/stabilization such as: surveys, engineering, construction, monitoring, etc. for
RI and its agents.
2. Farmer/landowner will follow the contractual guidance in the EQIP program with USDA,
NRCS.
3. Farmer/landowner will allow NRCS to provide RI with a copy of the associated NRCS
EQIP, application, contract and/or contract modifications, and appendix for the purpose
of allowing RI to share w th RI's other fund/ermin an effort to help obtain matching
dollars. (Initial/date) '7,9 ` J
4. RI will serve as the financial manager for all funds related to the stream
restoration/stabilization activities received for the project.
5. RI will provide project management services such as, obtaining the technical resources,
bidding and contracting of project elements, and project construction oversight.
6. RI will work with farmershandowners to resolve differences between construction costs
x
and payment schedule rates.

7. Fanner/landowner will be responsible for all temporary and permanent fencing needs for
the project and the removal of cattle/livestock prior to construction beginning. In order to
protect the integrity of the work performed and stabilization of streambanks cattle will
need to be permanently removed from the stream corridor.
Signature Sheet:
Stream Restoration Project Agreement Letter
4"""l
Co
Stream Length
Farmer/landowner Print Name and Title
Farmer/landowner Signaturdand
-2-�' l7
Date
Email Address
&-2 3- S"'? 3 ~!?
Phone Number
Resource Institute Incorporated
Chairman, Resource Institute RC&D, Inc.
-1-10-15-
Date
2
Ar/7
ell')
J07sas'? �/'rarGh
Stream Name

Mutual Agreement
for
Stream Restoration Project
Resource Institute (RI) is a non-profit organization that assists organizations and
individuals in carrying out projects to protect natural and human resources while promoting
economic development. RI can assist with projects in a variety of ways, including, but not
limited to, fund-raising, administering project funds, and contracting for services needed to
complete a project. RI has recently adopted a project referred to as the Western North Carolina
Stream Initiative to help farmers and landowners address eroding stream banks that are
negatively affecting them through loss of property, hazards for livestock, sediment transport into
a stream and degraded aquatic habitat. The farmer/landowner has either initiated an application
for assistance through USDA/NRCS's EQIP program or has already signed an
agreement/contract for assistance with USDA/NRCS's EQIP program. RI's role is to help attain
the funding, for the design, construction oversight and unmet construction needs of the work for
sites with current EQIP program agreements/contracts through USDA/NRCS.
RI will assist the fanner/landowner by helping to address issues related to managing and
contracting for the required design, planning, permitting and construction work for stream
enhancement practices on the site, as well as necessary structure work, and bank stabilization.
RI's objective is to help address current water quality degradation issues; however, work cannot
be guaranteed for acts of nature related to flood events. RI is working with NRCS, Conservation
Districts and the farmer/landowner to help reduce those impacts as much as possible.
In providing services to the farmer/landowner on this tract of land for stream
restoration/stabilization activities to be performed we thereby mutually agree to the following
items:
1. The farmer/landowner will allow ingress and egress for all activities related to the stream
restoration/stabilization such as: surveys, engineering, construction, monitoring, etc. for
RI and its agents.
2. Farmer/landowner will follow the contractual guidance in the EQIP program with USDA,
NRCS.
3. Farmer/landowner will allow NRCS to provide RI with a copy of the associated NRCS
EQIP, application, contract and/or contract modifications, and appendix for the purpose
of allowing RI to share with RI's other finders in an effort to help obtain matching
dollars. (Initial/date)�� �S
4. RI will serve as the financial manager for all funds related to the stream
restoration/stabilization activities received for the project.
5. RI will provide project management services such as, obtaining the technical resources,
bidding and contracting of project elements, and project construction oversight.
6. RI will work with farmers/landowners to resolve differences between construction costs
and payment schedule rates.

7. Farmer/landowner will be responsible for all temporary and permanent fencing needs for
the project and the removal of cattle/livestock prior to construction beginning. In order to
protect the integrity of the work performed and stabilization of streambanks cattle will
need to be permanently removed from the stream corridor.
Signature Sheet:
Stream Restoration Project Agreement Letter
11 waw !/ar-oma
Cou ty Stream Length Stream Name
V N"tq h1r
Farmer/landowner Print Name and
Farmer/landowner Sigolure and Title
Date
Email Address
Phone Number g� g 1�-06 _ / 41 7
Resource Institute Incorporated
Chairman, Resource Insiitute RC&D, Inc.
-1-I OJk 5
Date
2

t
Mutual Agreement
for
Stream Restoration Project
Resource Institute (RI) is a non-profit organization that assists organizations and
individuals in carrying out projects to protect natural and human resources while promoting
economic development. RI can assist with projects in a variety of ways, including, but not
limited to, fund-raising, administering project funds, and contracting for services needed to
complete a project. RI has recently adopted a project referred to as the Western North Carolina
Stream Initiative to help farmers and landowners address eroding stream banks that are
negatively affecting them through loss of property, hazards for livestock, sediment transport into
a stream and degraded aquatic habitat. The farmer/landowner has either initiated an application
for assistance through USDA/NRCS's EQIP program or has already signed an
agreement/contract for assistance with USDA/NRCS's EQIP program. RI's role is to help attain
the funding, for the design, construction oversight and unmet construction needs of the work for
sites with current EQIP program agreements/contracts through USDA/NRCS.
RI will assist the farmer/landowner by helping to address issues related to managing and
contracting for the required design, planning, permitting and construction work for stream
enhancement practices on the site, as well as necessary structure work, and bank stabilization.
RI's objective is to help address current water quality degradation issues; however, work cannot
be guaranteed for acts of nature related to flood events. RI is working with NRCS, Conservation
Districts and the farmer/landowner to help reduce those impacts as much as possible.
In providing services to the farmer/landowner on this tract of land for stream
restoration/stabilization activities to be performed we thereby mutually agree to the following
items:
1. The farmer/landowner will allow ingress and egress for all activities related to the stream
restoration/stabilization such as: surveys, engineering, construction, monitoring, etc. for
RI and its agents.
2. Farmer/landowner will follow the contractual guidance in the EQIP program with USDA,
NRCS.
3. Farmer/landowner will allow NRCS to provide RI with a copy of the associated NRCS
EQIP, application, contract and/or contract modifications, and appendix for the purpose
of allowing RI to share wit RI's other funders in an effort to help obtain matching
dollars. (Initial/date) `= -7,9 ,(
4. RI will serve as the financial manager fr allfunds related to the stream
restoration/stabilization activities received for the project.
5. RI will provide project management services such as, obtaining the technical resources,
bidding and contracting of project elements, and project construction oversight.
6. RI will work with farmers/landowners to resolve differences between construction costs
and payment schedule rates.

7. Farmer/landowner will be responsible for all temporary and permanent fencing needs for
the project and the removal of cattle/livestock prior to construction beginning. In order to
protect the integrity of the work performed and stabilization of streambanks cattle will
need to be permanently removed from the stream corridor.
Signature Sheet:
Stream Restoration Project Agreement Letter
�l ." V2 .S"Od X ,. Do 7torr O/c,
C my Stream Length Stream Name
J'O i pe,
Print Name and Title
-7-
Date
Email Address
I 6 q � /Z/O
Phone Number
Resource Institute Incorporated
Chairman, Resdurce Institute RC&D, Inc.
—�,�—
Date
2

Mutual Agreement
for
Stream Restoration Project
Resource Institute (RI) is a non-profit organization that assists organizations and
individuals in carrying out projects to protect natural and human resources while promoting
economic development. RI can assist with projects in a variety of ways, including, but not
limited to, fund-raising, administering project funds, and contracting for services needed to
complete a project. RI has recently adopted a project referred to as the Western North Carolina
Stream Initiative to help farmers and landowners address eroding stream banks that are
negatively affecting them through loss of property, hazards for livestock, sediment transport into
a stream and degraded aquatic habitat. The farmer/landowner has either initiated an application
for assistance through USDA/NRCS's EQIP program or has already signed an
agreementicontract for assistance with USDA/NRCS's EQIP program. RI's role is to help attain
the funding, for the design, construction oversight and unmet construction needs of the work for
sites with current EQIP program agreements/contracts through USDA/NRCS.
RI will assist the farmer/landowner by helping to address issues related to managing and
contracting for the required design, planning, permitting and construction work for stream
enhancement practices on the site, as well as necessary structure work, and bank stabilization.
RI's objective is to help address current water quality degradation issues; however, work cannot
be guaranteed for acts of nature related to flood events. RI is working with NRCS, Conservation
Districts and the farmer/landowner to help reduce those impacts as much as possible.
In providing services to the farmer/landowner on this tract of land for stream
restoration/stabilization activities to be performed we thereby mutually agree to the following
items:
1. The farmer/landowner will allow ingress and egress for all activities related to the stream
restoration/stabilization such as: surveys, engineering, construction, monitoring, etc. for
RI and its agents.
2.
Farmer/landowner will follow the contractual guidance in the EQIP program with USDA,
NRCS.
3.
Farmer/landowner will allow NRCS to provide RI with a copy of the associated NRCS
EQIP, application, contract and/or contract modifications, and appendix for the purpose
of allowing RI to sharet 's other funders in an effort to help obtain matching
dollars. (Initial/date) 1'
4.
RI will serve as the fin cial manager for all funds related to the stream
restoration/stabilization activities received for the project.
5.
RI will provide project management services such as, obtaining the technical resources,
bidding and contracting of project elements, and project construction oversight.
6.
RI will work with farmers/landowners to resolve differences between construction costs
and payment schedule rates.

7. Farmer/landowner will be responsible for all temporary and permanent fencing needs for
the project and the removal of cattle/livestock prior to construction beginning. In order to
protect the integrity of the work performed and stabilization of streambanks cattle will
need to be permanently removed from the stream corridor.
Signature Sheet:
Stream Restoration Project Agreement Letter
to'uAty Stream Length Stream Name
i-1 `Il e. ri i,c.s o t,(--
and
rte
and Title
Date
r vsvn Lac�
Email AAdress
X001 --
Phone Number
Resource Institute Incorporated
Chairman, Resource Institute RC&D, Inc.
-1' lb- 15
Date
2

USDA NC- NRCS COL Worksheet
Jan 2014
AGREEMENT TO ALLOW INSTALLATION OF CONSERVATION PRACTICES
Land under contract shall have a lease/rent agreement for the length of the contract. Landowners will provide their
permission for the participant to install structural/vegetative practices. Some practices may have a longer lifespan that could
exceed the length of the contract.
LANDOWNER NAME (Please Print) (81ook1)
TELEPHONE # HOME (s(.k2)
Charles Dean Medford
[phone]
LANDOWNER ADDRESS Please Print (Block 3)
TELEPHONE # CELL (Blotk4)
PO Box 16rg /
� �
Liberty, South Carolina
29657
LESSEE OR RENTER NAME Please Print (81.,k S)
TELEPHONE # HOME; (B.m.1)
Johnny Bruce Ferguson
[phone]
LESSEE OR RENTER ADDRESS Please Print (B(ock 7)
TELEPHONE # CELL (stock 6)-
191 Ferguson Cove Loop
Clyde, NC
28721
LEASE OR RENTAL PERIOD START DATE (81..k 9)
LEASE OR RENTAL PERIOD END DATE (Block 10)
9/01/2015
12/31/2018
FARM NUMBER(S) AND TRACT NUMBER(S) FOR
PROPERTY (Block11)
LAND THAT IS LEASED OR RENTED BY THE
LESSEE/RENTER: such as field numbers, all cropland,
etc. (Block 12)
Fields 1,2,3,4
Farm 5001, Tract 11033
r , N G i 8 q 9
CONSERVATION PRACTICE NAME and/or CODE (B(oek 13)
LIFESPAN YEARS OF THE PRACTICE 't6(ock 14)
Well (642) , Pump (533), Pipeline (516)
(20), (15), (20)
Watering Facility (614), Heavy Use Area (561)
(20), (10),
Channel Bed Stabilization (58a), Strm Bank Stabl.r580)
(10), (20)
Crossing (578), Habitat (395), Planting (342), Tree Planting (612)
(10), (5), (10), (15)
Fence (382), Access Control (472)
(20), (10)
I as landowner(s) of record to the Farm Property listed above do hereby concur that the referenced lessee or renter may
proceed with a NRCS contract containing the listed Structural/Vegetative conservation practice(s). I understand that
Structural/Vegetative conservation practice(s) must be maintained for the lifespan of the practice above. (Block 14 above)
mature 1n block 15 below)
'7
AND/OR
I certify that the above referenced lessee or renter has Use of the Land described above for the inclusive
dates as indicated above (Blocks 9 and 10). (Signature in block 15 below)
SIGNATURE OF LANDOWNER (Block 15)
DATE (Block 16)
SIGNATURE OF L SEE OR AE604
DATE (81ock18)
ZA
� �
USDA is an equal opportunity provider and employer.

USDA NC- NRCS COL Worksheet
Jan 2014
a
AGREEMENT TO ALLOW INSTALLATION OF CONSERVATION PRACTICES
Land under contract shall have a lease/rent agreement for the length of the contract. Landowners will provide their
permission for the participant to install structural/vegetative practices. Some practices may have a longer lifespan that could
exceed the length of the contract.
LANDOWNER NAME (Please Print) (BIo1k1)
TELEPHONE # HOME (81.1k 2)
Roxanne Lacerna
9 / 15 / 7-01 (o
LANDOWNER ADDRESS Please Print (Block 3)
_._..-._...--- ......... _.
TELEPHONE # CELL (Block l)
3459 Iron Duff Road
[phone]
Waynesville, NC 28785
LESSEE OR RENTER NAME ffl Print (Blork6)
TELEPHONE # HOME (Block 6)
Carlyle Ferguson
LESSEE OR RENTER ADDRESS Please Print (Blork7)
TELEPHONE # CELL (Block 8)
3625 Iron Duff Road
Waynesville, NC 28725
LEASE OR RENTAL PERIOD START DATE (Block 9)
LEASE OR RENTAL PERIOD END DATE
9-30-2015
12/31/2018
FARM NUMBER(S) AND TRACT NUMBER(S) FOR
PROPERTY (Block,,)
Farm 1390, Tract 1198
LAND THAT IS LEASED OR RENTED BY THE
LESSEE/RENTER: such as field numbers, all cropland,
etc. (Block 12)
Land associated with stream restoration practices only. (stream corridor)
CONSERVATION PRACTICE NAME and/or CODE (Block 13)
LIFESPAN YEARS OF THE PRACTICE (Block 14)
Channel Bed Stabilization (584)
10
Stream Habitat Improvement (395)
5
Stream bank and Shoreline Protection
20
- ---- _.. — -
20
...--...... --- ----- --- ------ —
Fence (382)
Tree and shrub establishment (612)
15
I as landowner(s) of record to the Farm Property listed above do hereby concur that the referenced lessee or renter may
proceed with a NRCS contract containing the listed StructuralNegetative conservation practice(s). I understand that
StructuralNegetative conservation practice(s) must be maintained for the lifespan of the practice above. (Block 14 above)
(Signature in block 15 below)
AND/OR
I certify that the above referenced lessee or renter has Use of the Land described above for the inclusive
dates as indicated above (Blocks 9 and 10). (Signature in block 15 below)
SIGNATURE OF LANDOWNER (Block 15)
DATE (Block 16)
�--
9 / 15 / 7-01 (o
SIG ATURE 6PLESSEE OR RENTER (Block 17)
DATE (Blork 16)
USDA is an equal opportunity provider and employer.

NC- NRCS COL Worksheet
Jan 2014
AGREEMENT TO ALLOW INSTALLATION OF CONSERVATION PRACTICES
Land under contract shall have a lease/rent agreement for the length of the contract. Landowners will provide their
permission for the participant to install structural/vegetative
practices. Some practices may have a longer lifespan that could
exceed the length of the contract.
LANDOWNER NAME (Please Print) ,Buck,,
TELEPHONE # HOME(Block2)
Mattie Sue M. Smart
[phone]
LANDOWNER ADDRESS Please Print (Block 3)
TELEPHONE # CELL (Bl..k 4)
128 Sims Circle
Waynesville, NC
— -
28786_ ----
LESSEE OR RENTER NAME Please Print (Blocky
TELEPHONE # HOME, (Block 6)
Johnny Bruce Ferguson
[phone]
LESSEE OR RENTER ADDRESS Please Print (Bock,)
TELEPHONE # CELL (Block 6)
191 Ferguson Cove Loop
Clyde, NC
28721
- ---
ASE OR RENTAL. PERIOD START.DATE sock 9,
�.— _ _
LEASE OR RENTAL :PERIOD END DATE
9/01/2015
(B.cck,o)
12/31/2018
FARM NUMBER(S) AND TRACT NUMBER(S) FOR
LAND THAT IS LEASED OR RENTED BY THE
PROPERTY (Bock,,,
LESSEE/RENTER: such as field numbers, all cropland,
-- etc. (Block 12)
Farm 1476, Tract 3599
Fields 1-6
CONSERVATION PRACTICE NAME and/or CODE (Block,3)r(20)
RS OF THE PRACTICE (Bock,4,
Fence (382) —Channel Bed Stabilization (584)
stream tSank and Shoreline Protection (580)
Stream Habitat (395), Critical Area Planting (342)
(20)
(5), (10)
(15)(1
) as ianaowner(s) of record to the Farm Property listed above do hereby concur that the referenced lessee or renter may
proceed with a NRCS contract containing the listed Structural/Vegetative conservation practice(s). 1 understand that
Structural/Vegetative conservation practice(s) must be maintained for the lifespan of the practice above. (Block 14 above)
(Signature in block 15 below
^.
`�„t(”
I certify that the above referenced lessee or renter has Use of the Land described above for the inclusive
dates as indicated above (Blocks s and 1o). (Signature in block 15below)
SIGNATURE OF LANDOWNER (Block 15) DATE (Biock,6)
SIGN URE OF LESSEE OR RENTER (Block 17) BATE ,Block 1E,
USDA is an equal opportunity provider and employer.

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: 8619-96-4603 DEED BOOK: 2012E PAGE N0:_ 373
PARCEL ID: 8619-97-0590 DEED BOOK: -5A PAGE NO: 1323
PARCEL ID: 8629-07-0071 DEED BOOK.,—UL PAGE NO: -15D_
Please print:
Property Owner: Charles Frank Medford
Business
The undersigned, registered property owners of the above noted property, do hereby authorize
Christ her M. Engle, P E of Wolf Creek Engin erinu nifc
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, Issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Applicant's Address:. 2714 Henning Dr. Winston-Salem, NC 27106
Telephone: [phone]
We hereby certify the above Information submitted In this application Is true and accurate to the
best of our knowledge.
Authorized Signature
Applicant
Date: I a —t S -I (o
i�7
-
Authorized Signature
Agent
Date: -4-/2I r!i(�

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: , 8629-17-10a DEED BOOK:748 PAGE NO: 225
Please print:
Property Owner: Wian James
The undersigned, registered property owners of the above noted property, do hereby authorize
Christopher K Engle. P.E. of Wolf Creek Fnalneering.i
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
AppkaWs Address:2714 Henning Dr. Winston-Salem. NC 27M&
Telephone: -= 350-0522
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Applicant
Date: f o1—t :5 -
t
Authadzed Sig re
Agent t
Date: ! F

AGENT ALITHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
PARCEL ID. —8629�08-1135 DEED BOOK:jf& PAGE Na: PARCEL ID,,, 8619-M:0059,, DEED BOOK:-fi& PAGE NO.1877
xM
4;4 ff�j YJ Pj aaaq
W9JjAfj[;7- 'IX
#j Tt-I I I X-�
Please print,
Property Owner, Xharles DeanAedford
The undersigned, registered property owners of the above noted property, do hereby authorize
Qdgmft M. Enak-P.E. Of WON Creek Engineering. plic
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Applicant's Address,, -2714 Henning Dr. Winston-Salem, NC 27106
Telephone: (828)„350-0522
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signatuiv
Agent
Date:

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: -M9-88-5773 DEED BOOK: 1984E PAGE NO: 349
STREET ADDRESS: 244 Medford Farm Rd. Waynesville, NC 28786
Please print:
Property Owner: Mattie Sue Smart
Applicant:_ Charles Anderson
Business Name: Resource Institute, Inc.
The undersigned, registered property owners of the above noted property, do hereby authorize
Christopher M,• Engle. P E � of WOW Creek Engineering Wl
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Applicant's Address: 2714 Henning Dr. Winston-Salem NC 27106
Telephone: _(828) 350-0522
We hereby certify the above Information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Applicant
Date:
Authorized Signature
Agent
Date: T h l //6

AGENT AUTHORIZATION FORM
.�o .. _ ..
PROPERTY LEGAL DESCRIPTION:
PARCEL ID:_$.629.-09-2744 DEED BOOK; 7-74 PAGE NO: 24ZS_
STREET ADDRESS: 3459 Iron. Duff Rd Wa "..--. illeF �a�R
Please print:
Property Owner: Rosanne Lucerna
Applicant: Charles Anderson
Business Name: Resource In$titute Inc
The undersigned, registered property owners of the above noted property, do hereby. authorize
Christopher M. Engle_ P E of _Waif Creek Engineeting, plic
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, Issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Applicant's Address:. 2714 Henning Dr. Winston-Salem NC 27106
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Applicant
Date: —1 ( �- (S- I (�
Authorized Signature
Agent
Date:

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: 86!9-99-2379 DEED BOOK:4_V PAGE NO: 832
r�• 0 W7KMPJk77ry7•.
Please print:
Property Owner: Johnny Bruce Ferguson
Applicant: Charles Anderson
Business Name: -Resource Institute. Inc.
The undersigned, registered property owners of the above noted property, do hereby authorize
Chris =her M. Enajr, P.E. , of Wolf Creek Eno ring, plic
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Applicant's Address: 2724 Henning Dr. Winston-Salem NC 27106
Telephone: (828) 350'-0522
We hereby certify the above information submitted in this application Is true and accurate to the
best of our knowledge.
Authorized Signature
Applicant
Date: 1 a 16- l!�
Authorized Sig re
Agent
Date: f Z ► C,

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: 8710-90-9572 DEED BOOK: 209 PAGE NO: 44
PARCEL ID:8Z20-1072892 DEED BOOK: 205 PAGE NO: 747
STREET ADDRESS: Off Iron Duff Rd.
STREET ADDRESS: 3625 Iron Duff Rd,Waynesv1l1e. NC 28785
Please print:
Property Owner., Carlyle FergUson
Business
The undersigned, registered property owners of the above noted property, do hereby authorize
Christopher M. FM[e, P of WOW Creek Engin ring, plic
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, Issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Applicant's Address: 2714 Henning Dr. Winston-Salem RC 271,g& -
Telephone: -M) 350-0522 - -
We hereby certify the above information submitted In this application Is true and accurate to the
best of our knowledge,
Authorized Signature
Applicant
Date: 1 y— (5 -
Authorized Signature
Agent
Date: -4
-.)zl

BK 0514 PG 1323
TRANSFERIdADE ON PROPERTY RECORD
Date 2 19 oG
By
TITLE NOT CHECKED BY PREPARER
Excise Tax —0—
Haywood Lounty--Heglster of Beads
Amy R. Murray
Inst 0561205 Book 514 Page 1323
02/19/2002 02zO2zllpm
Recording Time, Book and Page
TaxLot No................................._.................................. .... ...,...... ... Parcel Identifier No. .. ......... ................_...... _............. _.....
Verifiedby ......................................... ........................... County on the .,.... ... ..... day of .................................................... 19...... _...
by...................................... ...... ................. .......................... ...
..._ _......_.................._...................................................._.........................
Mail after recording to .,. Charles._ Frank...Medford, ..155. Joe._ Medford... Road,. Waxnesvi l le, ..NC 28786
....... ... ..... .......
.................................................................................................................. _...
This instrument was prepared b Ann Hines Davis
Brief description for the Index
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this ....lath,,, day of..F0..nAary................... . _ , i41..2Q.Q2, by and between
GRANTOR
FRANK D. MEDFORD and wife, PEGGY
MEDFORD
GRANTEE
CHARLES FRANK MEDFORD
and wife,
SARAH S. MEDFORD
Enter In appropriate block for each party: name, address, and, it appropriate, character of entity, e.q. corporation or partnership
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of . ..,..... ,_. __ ...._ _ .............. _., ...lr.On...pU?. _ _._ _......... Township,
Haywood
....... .. County, North Carolina and more particularly described as follows:
......................._......... _
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE.
N. C. Bar A— Form No. 3 ® I976, R -id © 1977 — ea. 177, VWki-11a, N. C. aro"
Min—, Anti. wl 1. N. C. 9 11„oe. - 1991

BK 0514 PG 1324
The property hereinabove described was acquired by Grantor by instrument recorded in .............
A map showing the above described property is recorded in Plat Book ................................ page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Inst N 561205 Book 514 Page: 1324
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seat, or it corporate, has caused this instrument to be signed In its
corporate name by its duty authorized officers and Its seal to be hereunto affixed by authority of its Board of Direc o the day and year tint
above written.
---------------------------------------------------------------
"""'---'-""-"(SEAL)
(Corporate Name) x
NK D. MEDFORD
C
________________________(SEAL)
____________________________President �_ PEG DFO
ATTEST:
Q_____________________________________________________________(SEAL)
.i
. ____________________________Secretary (Corporate Sea]) U.
........ ,.7-------------------------------------------------------------- (SEAL)
NORTH CAROLINA, __Haywo-ad.--------------------- county.
y 1, wa Notary Public of the County and state aforesaid, certify that _Frank_Q._Medf_or_d__and__________
_____________________ifet Peggy_Medford
________________________________________________ Grantor,
N
� personally appeared before me this day and acknowledged the execution of the foregoing instrument. Witness my
jFebruaryV �.6VSA?q-0rt0r�
head and official stamp or seal, this _ _ _day of ________ .____d___________________________ 2
My commission expires: __;JV_1VJ_f2!W_t{J----------
Notary Public
SEAL -STAMP NORTH CAROLINA, ---------------------------------- County. -
1, a Notary Public of the County and State aforesaid, certify that __________________________________________
ye personally came before we this day and acknowledged that ____ he is ___________________________ Secretary of
y .______________________________________________________ a North Carolina corporation, and that by authority duly
0
given and as the act of the corporation, the foregoing Instrument was signed In its name by Its _______________
N
President, sealed with Its corporate seal and attested by ___________ as Its ___________________________ Secretary.
Witness my hand and official stamp or seal, this ------- day of --------------------------- 19________,
lily commission expires:______________________________
The foregoing Certificate(s) of _
State of North Caeo�rcate(s))HaywoodTH W. YOUNT INP
County
The Foregoing
is (are) Certified to be Correct.
T s Instrument was filed for Registration rtltlis 19th Day of
ru s 2 2 + Bok awn on the First Page hereof.
By
y R M ay
Notary Public
_________________________________________________________________________
-------------------------------------------------------------------------
illy registered at the date and time and in the Book and Page shown on the
._REGISTER OF DEEDS FOR ------------------------------------ COUNTY
.-Deputy/Assistant- Register of Deeds

BK 0514 PG 1325
EXHIBIT "A"
BEGINNING on an iron at fence comer, formerly a hickory, beginning comer of that property
described in Deed Book 23, page 274 (Lena Medford) and that property described in Deed Book 99,
page 125 (Charles Dean Medford), and runs with the line of said Medford tract and with said fence
line S. 77 deg. 12'06" E. 592.29 feet to a point in Dotson Branch; thence with Dotson Branch eight
calls as follows: S. 47 deg. 03'01" W. 8.48 feet, S. 38 deg. 20'04" W. 29.79 feet, S. 34 deg. 47,29"
W. 46.53 feet, S. 40 deg. 47'55" W. 216.39 feet, S. 46 deg. 21'25" W. 373.67 feet, S. 21 deg. 01'
45" W. 155.70 feet, S. 35 deg. 50'09" W. 68.52 feet, and S. 18 deg. 52'34" W. 61.92 feet; thence
leaving said branch N. 76 deg. 32'19" W. 128.59 feet to an iron; thence N. 59 deg. 04'56" W. 340.40
feet to an iron; thence N. 36 deg. 55'48" W. 70.66 feet to an iron; thence N. 18 deg. 18'33" W.
175.95 feet to an iron in a fence and in the line of the Don Crawford tract (Deed Book 413, page
241); thence with said Crawford tract and with a fence line N. 32 deg. 10'57" E. 213.66 feet to an
iron at the corner of the Lena Medford tract; thence continuing with a fence and with the line of said
Lena Medford tract N. 56 deg. 05'3 3 " E. 484.96 feet to the BEGINNING, containing 12.002 acres,
as per survey and plat of L. Kevin Ensley, PLS, dated January 28, 2002, Drawing No. A-016-02.
TOGETHER WITH and INCLUDING a right ofway and easement for ingress, egress and regress
from the above described property out to Iron Duff Road (State Road 1363), as said road is presently
laid out, constructed and in use, the centerline of same being more particularly described as follows:
BEGINNING at a point in the easterly line of the property hereinbove described, said point being
located S. 47 deg. 03'0 1 " W. 8.48 feet and S. 38 deg. 20'04" W.14.04 feet from the northeast comer
of said property and runs thence from said beginning point thus established S. 72 deg. 35' 33" E.
23.69 feet, S. 80 deg. 08'30" E. 117.58 feet, S, 73 deg. 01'47" E. 62.68 feet, S. 63 deg. 32'20" E.
58.36 feet, N. 29 deg. 01'26" E. 76.74 feet, N. 24 deg. 31'57" E. 58.07 feet, N. 33 deg. 46'48" E.
78.06 feet, N. 52 deg. 42' 17" E. 37.79 feet, and N. 71 deg. 10'20" E. 32.63 feet to a point in the
center of Iron Duff Road.
THIS DEED CREATES A FAMILY SUBDIVISION AND IS EXEMPTED FROM THE
PROVISIONS OF THE HAYWOOD COUNTY PRE -DEVELOPMENT ORDINANCE. SEPTIC
TANK EVALUATION MAY NOT HAVE BEEN PERFORMED ON THESE LOTS.
Inst N 561205 Book 514 Page: 1325

Instrument# 2012000670 Book 817 Page 442
HAYWO OD C01.JNTYTAX CF PTIF'ICATION
There are ;1c, cjeJis�tlt« rtz '�xc` due that are alien
:against parcel number -
savid B. ; 5"ancis. Haywood County Tax Collector
Date: �Xj 1 By: I
II�IIIIIIIIIIIIIIIII�IIIIIIIII II VIII III
2012000670
HAYWOOD CO, NC FEE $26.00
NO TAXABLE CONSIDERATION
PRESENTED 6 RECORDED:
01-26-2012 02:21:33 PM
SHERRI C. ROGERS
REGISTER OF DEEDS
BY DEB SCHAEFER
DEPUTY
BK: RB 817
PG: 442-444
NORTH CAROLINA GENERAL WARRANTY DEED
Excise tax: $ 0
Parcel Identifier No. 861945-7067, 8619-94-3634, 8619-94-3378, 8629-07-0071, 8629-07-
3387, 8619-83-8955, 8619-84-9108, 8619-84-9441, 8619-93-1914, 8619-93-3963, 8619-94-
0535
Mail after recording to: WHIG
This instrument was prepared by: Woodrow H. Griffin, Attorney, Waynesville NC 28786
THIS DEED is made this 20"*day of cJ�-��•�,Q�,-�2012, between
GRANTOR
FRANK D. MEDFORD and wife, PEGGY
H. MEDFORD
If checked, this WAS a Grantor's Principal
Residence (otherwise ignore): ❑
GRANTEE
FRANK D. MEDFORD, Trustee of the Frank
D. Medford Revocable Trust Agreement
dated February 5, 2001, a'/i undivided
interest, and
PEGGY H. MEDFORD, Trustee of the Peggy
H. Medford Revocable Trust Agreement,
dated February 5, 2001, a'/2 undivided
interest
Address:
The designations Grantor and Grantee shall include the parties, their respective heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSES that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, does grant, bargain, sell and convey unto the Grantee in fee simple, all of that certain lot or parcel of
land situated in the Iron Duff Township, Haywood County, North Carolina, more particularly described as follows
SEE ATTACHED EXHIBT A INCORPORATED HEREIN FOR COMPLETE
DESCRIPTION:
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.

istrument# 2012000670 Book 817 Page 443
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever except for the exceptions
hereinafter stated. Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals this the day and year first
above written.
/� L SEA_L_-STAMP
±
i.
' 3!r,I A.t} Y
Haywood County, State: North Carolina
I, the undersigned, a notary public for said county and state, certify that
Frank D. Medford and wife, Peggy H. Medford, personally appeared
before me this day, and acknowledged to me that they signed the
foregoing document for the purpose_ stated therein as their voluntary act
and deed.
-d-1)—(%4
Date
Notary Public
My Commission expires: ` !�`

Instrument# 2012000670 Book 817 Page 444
EXHIBIT "A"
FIRST TRACT: Being the 6 lots described in that deed dated April, 1965 from Clyde
Morrow and wife, Mae Burr Morrow to Frank D. Medford and wife, Peggy H. Medford,
said deed recorded in Deed Book 207, Page 334, Haywood County Registry.
SECOND TRACT: Being that 16.00 acre tract described in that deed dated May 19,
1993 from Phillip R. Davis and wife, Helen Davis to Frank Davis Medford and wife,
Peggy H. Medford, said deed recorded in Deed Book 435, Page 1496, Haywood County
Registry.
THIRD TRACT: Being Lots Nos. 18 and 19 of the Joe Haynes Property as described in
that deed dated January , 1985 from Joe Medford and wife, Lucy Medford to Frank
D. Medford, said deed recorded in Deed Book 357, Page 324, Haywood County Registry.
FOURTH TRACT: Being Lots #I through #I I of the Howard and James M. Chambers
Subdivision as descn'bed in that deed dated August 1, 1978 from Howard Chambers and
wife, Margarita B. Chambers et al. to Frank Medford and wife, Peggy Medford, said deed
recorded in Deed Book 301, Page 201, Haywood County Registry.

Instrument# 2012000672 Book 817 Page 450
II IIIIIIIIII IIIIII I I IIIIII
2012000672
HAYWOOD CO, NC FEE $26.00
01-26-2012 02:21:35 PM
SHERRI C. ROGERS
REGISTER OF DEEDS
BV DEB S HR FER
DEPUTY
BK: RB 817
PG: 450-454
RECORD & RETURN TO: WOODROW H. GRIFFIN
MEMORANDUM OF TRUST
The undersigned, - hereby certifies the following:
(1) That I established the Frank D. Medford Revocable Trust Agreement,
dated February 5, 2001.
(2) That I currently serve as Grantor and Trustee of said Trust.
(3) Attached hereto are true and correct copies of the following pages
from said Trust Agreement;
a. First page;
b. Excerpts from said Trust Agreement that set forth the
Trustees rights and powers under the Trust Agreement and
appointment of trustees, and
C. Signature pages
(3) Said Trust Agreement is currently in effect and has not been revoked.
DATED this � day of 2012.
L-
0 �(Seal)
Frank D. Medford
STATE OF NORTH CAROLINA
COUNTY OF HAYWOOD
I, a Notary Public of the County and State aforesaid, certify that
Frank D. Medford personally came before me this day and acknowledged that he
executed the foregoing instrument for the purposes therein expressed as his voluntary
act and deed.
✓ ,/
Witness my hand and notarial seal, thi day of �
2012.
_7 7 Notary Public
My Commission Expires: l ;/ (���,�5
t

Instrument# 2012000672 Book 817 Page 451
STATE OF NORTH CAROLINA
REVOCABLE TRUST AGREEMENT
COUNTY OF HAYWOOD
For the purposes hereinafter stated, I, FRANK D. MEDFORD, have
transferred and delivered and do hereby transfer, assign, and
convey to FRANK D. MEDFORD, as Trustee (hereinafter the "Trustee"),
the property shown on the schedule attached hereto and made a part
hereof, for the uses and trusts hereinafter set out.
K"21u0M
'AMENDMENTS
I reserve the right to alter, amend, modify, or revoke this
trust in whole or in part at any time and from time to time by an
instrument -in writing signed by me and delivered to the Trustee,
except that no such change shall increase the duties or liabilities
of the Trustee without the Trustee's consent. Following the
receipt by the Trustee of any such written instrument revoking this
trust, in whole or in part, the Trustee shall have a reasonable
time in which to deliver to me the trust property subject to such
revocation.
INSURANCE
I have created this trust in part to receive, manage, and
distribute any and all death benefits and other property which I
may cause to be distributed to the Trustee upon my death, including
the proceeds payable under certain life insurance policies. During
my lifetime, I alone shall be responsible for the payment of
1

Instrument# 2012000672 Book 817 Page 452
ITEM VIII
APPOINTMENT OF TRUSTEE
I hereby constitute and appoint myself as Trustee of this
trust.
In the event of my death, or if I am unable to serve for any
reason, I hereby constitute and appoint my son, CHARLES FRANK
MEDFORD, as successor.Trustee of this trust.
In the event of the death of my said son, or if he is unable
to serve for any reason, I constitute and appoint my daughters,
MARLA M. BELL and PENELOPE M. BREIVIK, as successor Co -Trustees of
this trust.
(A) In the management, care, and distribution of every trust
created by this agreement, I confer upon the Trustee, and any
successor Trustee, all the powers set forth in North Carolina
General Statutes Section 32-27, which are hereby incorporated by
reference as they exist at the date of my execution of this
agreement. These powers are granted to the Trustee pursuant to the
provisions of General Statutes Section 32-26 and shall be in
addition to, and not in limitation of, the powers granted by
General Statutes Section 28A-13-3. The Trustee, and any successor
Trustee, shall also have, in addition to the powers incorporated
above, the powers, authority, and discretion hereinafter set out:
7

Instrument# 2012000672 Book 817 Page 453
(B) The Trustee shall be authorized to take possession,
custody, or control of any real or personal property in any trust,
and to sell for any purpase any real or personal property of which
it has taken possession, custody, or control, all without the
necessity of prior Court approval or notification to any
beneficiaries of any trust. If the Trustee determines in its
discretion that it is not required to take possession, custody, or
control of any such property, its decision shall be binding and
conclusive on all persons taking hereunder.
(C) The Trustee shall have discretion to determine whether
items should be charged or credited to income or principal, or be
apportioned between income and principal, including without
limitation -the power to amortize or not to amortize any part or all
of any premium or discount, to treat any part or all of any profit
resulting from the sale or other disposition of any property,
whether purchased at a premium or at a discount, as income or
principal or apportion the same between income and principal, to
apportion the sales price of any property between income or
principal, including the proceeds of the sale of timber, minerals,
and other natural resources, to treat any dividend or other
distribution on any property as income or principal or apportion
the same between income and principal, to charge any expense
against income or principal or apportion the same, and to provide
or not to provide a reasonable reserve against depreciation,
depletion, or obsolescence on any property subject to depreciation,
8

Instrument# 2012000672 Book 817 Page 454
shall be deemed to include the plural, ,and vice versa.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my
seal, this r day of 2001.
�(SEAL)
FRANK D. MEDFORD'
GRANTOR -TRUSTEE
STATE OF NORTH CAROLINA
COUNTY OF HAYWOOD
I, a Notary Public in and for said County and State, do
hereby certify that FRANK D. MEDFORD personally appeared before me
this day and acknowledged the due execution of the foregoing
instrument.
WITNESS my hand
and notarial seal, this J day of
2001.
WaAt4 6. 6-w
Notary P blic
My Commission Expires:
Nd'caroma•NaYi�ot�Icuu. SM odCauMY
f, r � NANCY E. CASE
bloTAAyPUBL
?atg Oman:�arnt E'.+ptrea
13

Instrument# 2008012234 Book 748 Page 225
RANTOR
Vivian L. James, an unremarried widow
GRANTEE
Vivian James, Trustee of
The Vivian James Living Trust dated
September 19,2007, and any amendments thereto
120 Asbury Road
Waynesville, NC 28785
The designation Grantor and Grantee as used herein shall include said parties. their heirs, successors. and assigns. and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH:
That said Grantor, for and in consideration of the sum of Ten and 001100 ($10.00) Dollars to her hand paid, the receipt of
which is hereby acknowledged, have remised and by these presents do remise, release, and forever quitclaim unto the Grantee
and her successors and assigns all right, title, claim, and interest ofthe said Grantor in and to those certain tracts or parcels of
land lying and being in the County of Haywood, and State of North Carolina, in the Iron Duff Township, and more
particularly described as follows:
BEGINNING at a stake in the center of Iron Duff Road, common comer Green and James, and runs with the center
ofsaid road five calls as follows: North 15 deg. 38 min. West 60.0 feet. North 37 deg. 04 min. West 105.86 feet,
North 40 deo. !3 min. West 322.3 feet. North 23 deg. 26 min. West 86.82 feet, North 12 deg. 42 min. West 132.48
feet: thence North 76 deg. 30 tnin. East 412.75 feet to a stake; thence North 12 deg. 02 min. West 51 1.0 feet to the
center of an intersecting 30 -foot road: thence with the center of the 30 -foot road eight calls as follows: North 68 deg.
29 min. East 225.85 feet. South 20 deg. 52 min. East 105.20 feet, South 41 deg. 45 min. East 75.30 feet. South 5
deg. 10 min. East 131.45 feet, North 77 deg. 37 min. East 16 i.60 feet, North 49 deg. 43 min. East 64.65 feet, South
52 deg. 28 min. East i 19.73 feet, North 68 deg. 52 min. East 121.0 feet: thence North 65 deg. 38 min. East 747.20
feet to a stake: thence South 31 deg. East 43.47 feet to a stake: thence South 7 deg. 00 nsin. East 330.0 feet to a
stake. thence South 14 deg. 30 min West 214.50 feet to a stake: thence South 18 deg. 30 in in. East 264.0 feet to a
stake: thence South 9 deg. 00 min. West 181.50 feet to a stake; thence South 77 deg. 30 min. West 45 feet to a stake
at the intersection of Green -Crawford fence: thence South 77 deg. 30 min. West 429.0 feet to a stake-, thence South
64 deg. 00 min. West 429.0 feet to a stake: thence South 84 deg 16 min West 560 feet to a stake: thence North 82
deg. 45 min. West 14.7 feet to the BEGINNING: and
BEING the identical property conveyed to Jonathan D. James and wife. Vivian L. James. by Charles W. Hipps et ux.
by deed dated Aprii 27, 1979, recorded in Deed Book 306, page 469, in the office of the Register of Deeds of
Haywood County.
BEING Lots Nos. 3. 4, 17, 5, 6. 7. and 16 of the Joe Haynes Subdivision recorded in Map Book "P', page 5,
Haywood County Registry
TOGETHER Wrm, INCLUDNG AND SUBJECT TO rights ofway ofrecord.
.ABSTRACTOR'S NOTE: See Estate of Jonathan D. James. File No. 06-E-21 I. Havwo•,id County Superior Court.
Jonathan D. James died on August 4. 2005.
The Grantor is making this transfer into her inter vivos trust. which may be subject to a deed of trust securing a mortgage, in which
she remains the borrower of the loan and the beneficiam of the trust. This transfer does not relate to a transfer of rights of
occupancy in the property. In compliance with 12 USC § 1701.j -3(d,(8), this transfer does not trigger the due on sale clause in any
deed of trust.
2008012234I
HAYWOOD COUNTY TAX CERTIFICATION
HAYWOOD CO, NC FEE $17.00
PSB Eo.�E,
10-30-2008 04:43:04 PM
There are no delinqucal tares due that are a li
ANN R. MURRAY
REtlS E O DEEM
BY:OEBSCHAEFER
against parcel number(s) Rloa 7 - / 7
DE�
David B. anci Haywood County Collector
BK: RB 748
PG: 225-226
Date: 1 U B :
Instrument Prepared Bv: Wenzel & Wenzel. PLLC. 166 Branner Avenue.. Suite A. Waynesville.
NC 28786
Mail After Recording To: Sarah P. Wenzel
TITLE NOT SEARCHED BY PREPARER
Excise Tax. $0.00 'fax ID Nos.: 8629-17-1004
QUITCLAIM DEED
State of North Carolina
County of Haywood
THIS DEED made this901 day of O;jpk � _, 2008 by and between
RANTOR
Vivian L. James, an unremarried widow
GRANTEE
Vivian James, Trustee of
The Vivian James Living Trust dated
September 19,2007, and any amendments thereto
120 Asbury Road
Waynesville, NC 28785
The designation Grantor and Grantee as used herein shall include said parties. their heirs, successors. and assigns. and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH:
That said Grantor, for and in consideration of the sum of Ten and 001100 ($10.00) Dollars to her hand paid, the receipt of
which is hereby acknowledged, have remised and by these presents do remise, release, and forever quitclaim unto the Grantee
and her successors and assigns all right, title, claim, and interest ofthe said Grantor in and to those certain tracts or parcels of
land lying and being in the County of Haywood, and State of North Carolina, in the Iron Duff Township, and more
particularly described as follows:
BEGINNING at a stake in the center of Iron Duff Road, common comer Green and James, and runs with the center
ofsaid road five calls as follows: North 15 deg. 38 min. West 60.0 feet. North 37 deg. 04 min. West 105.86 feet,
North 40 deo. !3 min. West 322.3 feet. North 23 deg. 26 min. West 86.82 feet, North 12 deg. 42 min. West 132.48
feet: thence North 76 deg. 30 tnin. East 412.75 feet to a stake; thence North 12 deg. 02 min. West 51 1.0 feet to the
center of an intersecting 30 -foot road: thence with the center of the 30 -foot road eight calls as follows: North 68 deg.
29 min. East 225.85 feet. South 20 deg. 52 min. East 105.20 feet, South 41 deg. 45 min. East 75.30 feet. South 5
deg. 10 min. East 131.45 feet, North 77 deg. 37 min. East 16 i.60 feet, North 49 deg. 43 min. East 64.65 feet, South
52 deg. 28 min. East i 19.73 feet, North 68 deg. 52 min. East 121.0 feet: thence North 65 deg. 38 min. East 747.20
feet to a stake: thence South 31 deg. East 43.47 feet to a stake: thence South 7 deg. 00 nsin. East 330.0 feet to a
stake. thence South 14 deg. 30 min West 214.50 feet to a stake: thence South 18 deg. 30 in in. East 264.0 feet to a
stake: thence South 9 deg. 00 min. West 181.50 feet to a stake; thence South 77 deg. 30 min. West 45 feet to a stake
at the intersection of Green -Crawford fence: thence South 77 deg. 30 min. West 429.0 feet to a stake-, thence South
64 deg. 00 min. West 429.0 feet to a stake: thence South 84 deg 16 min West 560 feet to a stake: thence North 82
deg. 45 min. West 14.7 feet to the BEGINNING: and
BEING the identical property conveyed to Jonathan D. James and wife. Vivian L. James. by Charles W. Hipps et ux.
by deed dated Aprii 27, 1979, recorded in Deed Book 306, page 469, in the office of the Register of Deeds of
Haywood County.
BEING Lots Nos. 3. 4, 17, 5, 6. 7. and 16 of the Joe Haynes Subdivision recorded in Map Book "P', page 5,
Haywood County Registry
TOGETHER Wrm, INCLUDNG AND SUBJECT TO rights ofway ofrecord.
.ABSTRACTOR'S NOTE: See Estate of Jonathan D. James. File No. 06-E-21 I. Havwo•,id County Superior Court.
Jonathan D. James died on August 4. 2005.
The Grantor is making this transfer into her inter vivos trust. which may be subject to a deed of trust securing a mortgage, in which
she remains the borrower of the loan and the beneficiam of the trust. This transfer does not relate to a transfer of rights of
occupancy in the property. In compliance with 12 USC § 1701.j -3(d,(8), this transfer does not trigger the due on sale clause in any
deed of trust.

Instrument# 2008012234 Book 748 Page 226
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all privileges thereunto belonging to the Grantee and her
successors and assigns, free and discharged of all right, title. claim. or interest of the Grantor or anyone claiming by, through. or
under her.
IN TESTIMONY WHEREOF, said Grantor has hereunto set her hand and seal the day and year first above written.
&Wc?,,yb �• —(seal)
Vivian L. James
State of m4civk GaAa,
County of _
1 ce that the following person personally appeared before me this day. and
I have personal knowledge of the identity of the principal:
I have seen satisfactory evidence of the principal's identity, by a current state or federal identification with the principle's
photograph in the form of a
n a credible wimess has sworn to the identity of the principle;
each acknowledging to me that she voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Vivian L. James.
Date: b LM I -d
��
t"S I C Notary Public
Public
(Official Seal) My Commission expires: E�1

r
125'
STATE OF NORTH CAROLINA, Haywood County
THIS DEED, made this _....... day ot.---_-------{.,{X31_..__-•---_._._____------.__.__.A.D. 19.Z_, by
_ Ja�rg ChambgfS,4IDb
.............
er HavwOOd _c ty and State of__.._N.Qr�ih. Ca'tal l no. _�_, of the first part. to
K. D.._4ftdfoXA__ hh WLi&_ Su..A g_Y 4T_thN� _.4� �k]Y tural lives• g gr
,the death of the acid F._ _D_ Medford_ and RugZjg_Medfnrd_ te_ rhar1 An jjggn_ Medford _
of Halrood Ooanty and State of_______NOTth Carolinaof the second part:
VTIWESSETH. That sod__ parti@,g of
in consideration Do1lag�eAd of eT_cog�icg�atiogp ___..._ _ — t�ETiiG� to
them__ �paj, by parties of the second n&rjL_�_
fts rewlpt o[ whloh U bareby admowledasd, he ve bargained and sold. and by these present do.___._— grant, bargain, sen and envoy to said
Fa D. Medford and_q;>as e Y used for their nat)usl live�._and then to �rlea nea_n Med_
fo2',fj,�
him _ b -IN and assigun. a oerfaln tact or parcel of land in__.. MM29d - county. State or
_North Carolina adlolaUi the land@ at__yy Chambers. Joe Yadford, gnd othera ani being
in Trnn ori 'j'ownsh n s s»rand bounded as fottewa, vin,:
First tract' Beginning at a hickory on top of a ridge, a common corner between Erastus Med-
ford, Joe Medford and J. M. Dotson, theneedown the side of the ridge, South 75-40 East 9.00
chains to the center of Dotson's branch; thence down the center of said branch with the var-
ious meanders, 14.93 chains in the center of said branch, a corner of Lot No. 4; thence with
Lot No. 4 one call as followsf North 70-20 West 2.60 chains to an Iron Pin in the center of a
road, being the South corner of Lot No. 5; thence with Lot No. 5 four calls as follower North
56-20 West 2.30 chains to a stake in center of said road; thence South 73 West 2.40 chains to
a stake in center of said road; thence North 85-40 West 3.00 chains to a stake in the center
of said road; then North 64-50 West 2.64 chains to a large marked white oak on the East bank
of Tan Trough Branch; thence down the center of said branch with the various meanders, having
a direct bearing of South 44-30 East 5.65 chains to a Locust stump on the South bank of a sm-
all branch; thence South 1gg-15.West 11.37 chains to the beginning. Containing 13.08 acres.
Being Lot No. 6 of the J. M. Dotson Sub -Division as per survey and map of W. H. Terrell, dates
Appril 13, 1935. And being the First tract of land as de c ibed 1n a deed from J. M. Dotson ani
welPgge and Romer Dotson
�� atto Jarvis chambers and wife, date $ ugust 6th, 1937.
aallsdasrfol Beginning
38-40 East 10 50teffins toCa�wbhitetoakatlrApI South 411---20 his
6.00 e
chains to a stake in field at top of ridge then South 89-15 East 1.50 chains to aine, Hugh
Chambers' corner; thence with his .line North 09.30 West 7.95 chains to a chestnut stake in a
wire fence; thence West 12.35 chains to a stake in the center of Dotsons branch; thence up ani
with the various meanders of same 11.25 chaine'to a stake in Joe Medford's line; thence with
his line South 75-40 East 4.18 chains to the beginning. Containing 10.31 acres, more or less..
Being Lot No. One of the J. Y. Dotson estate in Iron Duff Township, as surveyW16fi. H. Terrell,
C. E. April 12th, 1935, and being the same land that Charlte Dotson and wife sod to Jarvis
Chambers and wife Annie Chambers by deed dated August 6th, 1937.
(DOCUMENTARY STAMP $1.00)
TO HAVEAtiD To HOLD the afonmld tractor pare( of land and all privages and apparUatum thereto to lmming; to the ala _
E D. Medford¢ Susaie Madrord for the ta�r
term of their ng1 1ivota._and to Charles dean
Medfo his 16errs and asatgoa to.._xheizoany use and behoct forever. after the death of the said R. D. Medfor
ua e to orQ__ poirti ea of ttL l'? rat. par+-- _
for em •ayw■ an.f hair _heirs, esemtore and adminlstraicra eveaaat__ with sate _
_pe,rtiea of the aereeYrtd parte 4hpir
\ *ele9 and smigna. therth eZ are s.w..e of said premises U fse,
and ban-41ght to convey In bwsimple: that the same an Res and elm from all encumbrances, and that_thW.do___ hereby forever, waetwst
and will forever defend the said 11W to the same against the claims of W persona whomeower.
IN TESTIMONY WHEREOF, the sa1d_-_,R=t..4a_aj_rihe....fi rAt part
ha VA - hereunto set the i r hand.-& and seat_8, the day and year first above written.
t:r�
__....da:'vlaSi2lRmb.8t8_��..—_ (seat I
Annie Chambers
STATE OF NORTH CAROLINA—Haywood County.
I, V1_ n_ B^sern! Cl nrY of 4ho,qft^r C011t ..__� do hereby certify that
Jarvis Chanhera a,.e —Annie C.hamhers
his wits, personally appeared before me this day sod aolmowledged the due execution of the aanend Deed of Conveyance; and the said
Aaaie Chambers , being by me privately aamfnsC separate and apart team her said hubs"
tuscUM her volmtu7 saestfon of the ems, deft state that she signed the same fresiy and rolantarlly. without bar or comp ddem at ber said husband
or any other per m, and that abe doth 91111 voluntarily ascent thereto. Let the instrument with the certificate be
Witness my hand and offieial „a,si, thin _,,-1th _day of_ August /regi stored.
My commission Y1.a._ da.._B3.�I'
STATE OF NORTH CAROLINA—Haywood County.
The foregoing ertlfiate et —.. _ — a Notary Public of
_.__—Omnty. State of North Carolina, U adJudW to be eotret. Lt the Instrument. with the eartlgates be registered.
Wttsess my hand and official seal. Mt. day of.___. _A.D. 19�
Clerk Superior Ooart
Filed for registration on the.—ZtbL___day of_—AUCUSt.__.____W . clock..A.._..I and registered and eerlded.
�~ Register of Deeds„ Heywood Cventy.

96
STATE OF NORTH CAROUNA—Haywood County.
' r D n. bfaae Shia...._ 15th ..._ ..........._.......day of..........._..._ July. _..._.....................
'EICD an Cl Wil e; GLEE -Vjd jjfI Y
of ............. h.ay.w.o.4—........................... County and State of ..... NQ..rte.h P.ar.Qiina ....................................... .................. .............. -.., of the first part, to
_E •.... ll.a.._NlE J F'U RV ........................
...........
............................................................................................................. ..... .........................................
of..: o,a............................ .. County and state of ......N_orth.. Carol.ina..-----------------...-------------------- --........................., of the second Part:
WITNESSETH, tT�h�aatt said
r�.-P.a/rf(�,./7�..F.S....o.�:...�. ie....1.7.5'.a.Ts..,p.art...... ..............................._.................-..................._........................................................-..
is Consideration of 1•.l,Y G.. ...f.!.4f./.. YY.�_�.�.-.�.::..............................................................................................................................._•....---..-_........--........-... Dollars
t..........._.tban............................paid by ------ the the ...,seizanA... Part ....................... _._... ................. , the receipt of which is hereby
acknowledged,, he V.0bargaiaed and sold, and by these presents do..........................grant, bargain, sell and convey to said.pldrty.--D.E.. --the y&s:oLd
[a3rt_yh15.................................................-baln And milans, a certsin tract or parcel of land is ...............,... ItOti.._I!. X._......................._...._.............
Township . ........... .......... HdXW00 d, . County, State of North Catalina, aQ ahojug the lands of.....Rs10....aedf,Q>:,4s..,.D..... Fl.........,,
Kc.Ul'.'.oy.........................................................and others. and bounded as follows. viz.:
BEGINNING on a white oak stump at or near Tan Trough Branch and runs North 45-30
West 4.90 chains to a stake; thenceSouth 48.00 East 5.25 chains to a stake; thence
North 76.00 East .43 chains to the b eginning.
As peljsurvey of H. H. Terrell, July, 1454.
TO HAVE AND TO HOLD the oforessid tract or parcel of land and privileges and sppurlonanees thereto belooghrg, to the said..
t C.Y,,.. ......t�the...second•. .... .................................h7,- ...........-----hairs and assisas, to.....G.hf"�,r....................... ...._Only no and behoof forever.
And the said"Partie8... R. t..th@ first...Paxt........................................................ ..•............ .-.. ... _.-------
........------------------._.__--.__ .---
Sor....1-hem...... seviss................ aad.tIl2i.r.......holes, executors and admlmiarators, covenant....,,....,.. with Bald .}?.L M..Y•._.Qi....,t,h.@...U.C.px'1,L.........
-p! t.a....k?.�.............................................heirs and assigns, that .....E.hey....ax.Q......... ... ........ ... _........seized of said premises in fee and h&,,.Y.@..._. right
to eonvey in in simple; that the banks art free and clear from all encumbrances and that....tkkey -................. do ........... .......... .... .... ...hereby forever warrant
and will forever defend the said title to the same against the claim. of all persons whomsoever ._........................ ........... _............ ... ..................... .... _._.
...............................__..........................................-'----........_................................._...._._........................... ....... ...................... ...._............................ -...............................
TN TEBT1rrlONY WHEREOF, the said pazt.i.es....of—the ....first ...part .................................... ...................... ............ .......... ................ ..... .......
haV.e........ nae o -to set ..t.hdi.L'...........hand ..3... -and soon......... the day and year first above written
R.......H.....hi.c.Elr.oy..................................................................tseail
..................................................................[seal]
.................................................................................... ..........................[&al]
Attest: .............. . ....... ...... .............................................................. ....[Beall
STATE OF NORTH CAROLINA ---Haywood County.
I, ...
B....3 . Cler_ ... af...... — t he . Sup . .-..... C.ourt.............................................................._..-----.._........., do hereby oerUfy rims
D. H...HcElr.ay...................._..._..._... ..... ...... ...... ........................... .aa Glee...NieElroY............................. _...........................................................
his wife, personally appeared before me this day and acknowledged the due execution of the annexed Tied of Conveyance; and the mid .._.......................
.................................................................. .. .. ...... I.. ...... ......................... _.................. being by me rivstc exasNa ee rate and spare from the mid
P ly �. pa
husband, toueldng her voluntary execution of the same, doth state that she filmed the same froelY and voluntarily, without fair or compulsion of her
paW�h-r''�� �9@ other parson, and that she doth still voluntarily assent thereto.Let the instrument , with this certificate
Witnkba�m�yiiand;Id official feel, this ................ .:..y............ .... .... ... ...... ...... day
......................._.---......... ... of ..July_.A. )3., 105.1
.r.e.G.._.,
(SEAT.) Mycommiasiunsxpicc....---•..._.............a......il.,Crk.Super1.Or.-oltrt.........................+...............
STATE OF NORTH CATIOLINA—Haywood County.
Theforegoing certificate of.................................................................................................................. ............................— of ..............................................County
..............................._................ .............. ....is adjuda'ed to be correct. Lot the insirumenl, with the certificates, be registered.
Witnessmy hand and official seal, this ............. ..........................day of ........ .... ... ......... .... .......... _.................................... ......... A. D., 19...... ....
Filed for -gi.tration on the 19....................day of...JULY ..... ............. ................ ................ 19...54...,
the office of the Serial— of Dead* for Haywood County, North Carolina, this day
atIU.f 15....... o'clock ......A. M., in Hook No..... l � on page ............................
.................. ..... I Clerk.supertor Court,
.. o'clock ............H, and re"d in
Iul]t.........................
of Deeds
i

BK 0482 PG 0832
TRANSFER MADE ON PROPERTY RECORD
Date— /O
By
Book Page
lI 3
NAYNDOD COUNTY OC
10/05/2000 3:3! M
ANY R. NUBNAY
"glster Of Duds
Excise Tax: $-0- Parcel Identifier No.
Mail after recording to Gavin A. Brown, 160 N. Main Street, Waynesville, NC 28786
This instrument was prepared by Gavin A. Brown
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this -?W" day of September, 2000, by and between
GRANTOR
JOHN ROBERT FERGUSON,
an unremarried widower
GRANTEE
JOHNNY BRUCE FERGUSON
Address: l I e
. �s.•a���,� Uianwr anu vramee as used herein shall include said parties, their heirs, successors, and assigns,
and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSES that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, does grant, bargain, sell and convey unto the Grantee in fee
simple, all that certain lot or parcel of land situated in the Iron Duff Township, Haywood
County, North Carolina, more particularly described as follows:
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED
HEREIN BY REFERENCE FOR A COMPLETE
PROPERTY DESCRIPTION

BK 0482 PG 0833
The property hereinabove described was acquired by Grantor by instrument recorded in Deed
Book 279 at Page 166, Haywood County Registry.
A map showing the above described property is recorded in Plat Cabinet at Slot
Haywood County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter
stated. Title to the property hereinabove described is subject to the following exceptions:
Together with and subject to easements, restrictions, rights of way of record, and ad valorem
taxes.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by
authority of its Board of Directors, the day and year first above written.
hn Robert Ferguson, an unremarried widower
SEAL -STAMP NORTH CAROLINA, I4 County
t�cgttr<tweatt�y�
S'aR >7C�f. 1
a Notary Public of the County and
C State aforesaid, certi that John Robert Ferguson, an unremarried
SCJ ��', widower, Grantors, personally appeared before me this day and
''fJ acknowledged the execution of the foregoing instrument. Witness my
pUB�\ g g
�4V hand and official stamp or seal, this f:;'`^ day of
tat
My commission expires:
—" Not Public
1ne foregoing Certificate(s) of
is/are certified to be correct. This instrument and this certificate are duly registered at the date
and timed in the B ok and Page shown on the first page hereof.
GISTER OF DEEDS FOR
COUNTY.BYNmcj
G ^'-%- Deputy/ ssts Register o ' eeds.
0
w

BK 0482 PG 0834
EXHIBIT "A"
FIRST TRACT: BEGINNING at a white oak on top of a ridge, also
the beginning corner of Lot No. 3; thence North 60 degrees 20
minutes West 5 chains to a stake on top of ridge; thence with the top
of the ridge North 52 degrees 10 minutes West 3.00 chains to a
stake; thence North 38 degrees 25 minutes West 5.00 chains to a
stake; thence North 45 degrees 35 minutes West 2.80 chains to a
stake in a field in Horace Ferguson line; thence with his line two calls
as follows: South 0 degrees 60 minutes East 1.50 chains to a stake
in a field; thence South 33 degrees 00 minutes West 2.25 chains to a
stake in a field; thence South 38 degrees 25 minutes East 4.80
chains to a white oak on the West side of a hollow; thence down the
West side of said hollow as follows: South 33 degrees 45 minutes
East 3.95 chains to a red oak; thence South 27 degrees 50 minutes
East 3.00 chains to a white oak; thence South 10 degrees 40
minutes East 2.35 chains to a white oak; thence South 48 degrees
40 minutes East 3.75 chains to a large maple; thence South 48
degrees 45 minutes East 2.00 chains to a stake in the center line of a
small branch; thence South 20 degrees 25 minutes East 2.70 chains
to a stake in the center line of a small branch; thence South 39 -
degrees 15 minutes East 3.40 chains to an iron pin in the center of a
road; thence with the center of said road South 70 degrees 20
minutes East 2.60 chains to the center of Dotson Branch; thence
down the meanders of said branch10.42 chains to a stake in J. M.
McClure's line;' thence with his line North 50 degrees 15 minutes
West 70 links to a stake in fence, a corner of Lot No. 3; thence with
the West line of said lot North 51 degrees 00 minutes West 8.85
chains to the BEGINNING. Containing 18.48 acres, more or less.
And being Lot No. 4 of the J. M. Dotson Subdivision as per survey
and map of W. H. Terrell, made April 13, 1935.
SECOND TRACT: BEGINNING on a large chestnut (now down),
Horace Ferguson corner; thence with his line South 32 degrees 20
minutes West 7.25 chains to a large white oak on top of mountain, a
corner to Jarvis Chambers; thence with his line down the ridge South
76 degrees 50 minutes East 2.72 chains to a stake; thence down the
side of the mountain North 34 degrees 00 minutes East 7.20 chains
to a stake in Horace Ferguson line; thence with his line North 75
degrees 00 minutes West 2.92 chains to the BEGINNING.
CD
w
.fi-

BK 0482 PG 0835
Containing 1.94 acres. And being Lot No. 4A of the J. M. Dotson
Subdivision as per survey of W. H. Terrell, April 13, 1935.
THRID TRACT: BEGINNING on a white oak, Dotson and McElroy
corner, and runs thence South 50 degrees 00 minutes West 3.75
chains to a black oak; thence South 29 degrees 30 minutes West
2.80 chains to a white oak; thence South 11 degrees 30 minutes
East 2.28 chains to a poplar; thence South 60 degrees 00 minutes
West 1.28 chains to a white oak; thence South 19 degrees 30
minutes West 0.64 chains; South 00 degrees 30 minutes East 0.47
chains; East 19 chains; South 4 degrees 00 minutes West 0.28
chains; thence North 45 degrees 30 minutes West 0.43 chains to a
stake at the head of a spring; thence North 88 degrees 30 minutes
West 5.28 chains to a white oak (gone); thence North 54 degrees 00
minutes West 2.16 chains; thence North 48 degrees 30 minutes
West 4.27 chains to a stake; thence North 30 degrees 40 minutes
West 2.44 chains to a stake; thence North 81 degrees 00 minutes
West 0.45 chains to a Spanish oak; thence North 54 degrees 00
minutes East 6.40 chains to a black oak on top of ridge; thence North
74 degrees 00 minutes East 9.30 chains to a stake in a field; thence
South 38 degrees 25 minutes East 4.80 chains to the BEGINNING.
Containing 13 acres, more or less, as per survey of R. H. Terrell,
made August 11, 1953.
FOURTH TRACT: BEGINNING on a white oak stump at or near Tan
Trough Branch, and runs thence North 45 degrees 30 minutes West
9.80 chains to a stake at the head of spring; thence North 19
degrees 00 minutes East 0.15 chains to a white oak; thence North 60
degrees 00 minutes East 1.28 chains to a poplar; thence North 11
degrees 00 minutes West 2.28 chains to a white oak; thence North
29 degrees 30 minutes East 2.80 chain to a black oak; thence North
50 degrees 00 minutes East 3.75 chains to a white oak; thence
South 33 degrees 45 minutes East 3.95 chains to a red oak; thence
South 27 degrees 50 minutes East 3.00 chains to a white oak;
thence South 10 degrees 40 minutes East 2.35 chains to a white
oak; thence South 59 degrees 30 minutes West 2.84 chains; thence
South 38 degrees 30 minutes East 4.50 chains to a stake; thence
South 38 degrees 30 minutes West 2.72 chains to a cedar; thence
North 76 degrees 00 minutes West 1 chain to the BEGINNING.
0
c�
U1

BK 0482 PG 0836
Containing 7.85 acres, more or less, per survey of R. H. Terrell, July
15, 1954.
FIFTH TRACT: BEGINNING on a large black oak, Horace Ferguson
corner, thence with his line North 75 degrees 00 minutes West 30
links to a stake, a corner of Lot No. 6A; thence with the East line of
said lot South 37 degrees 30 minutes West 6 chains and 6 links to a
stake on the top of a ridge in the Jarvis Chambers line; thence with
his line down the ridge South 85 degrees 15 minutes East 2 chains
and 57 links to a large Spanish oak on top of ridge, Chambers
corner; thence North 54 degrees 00 minutes East 6 chains and 40
links to the BEGINNING. Containing 1.78 acres, more or less. And
being Lot 2A surveyed by R. H. Terrell, April, 1935.
SIXTH TRACT: BEGINNING on a stake in Tan Trough Branch, and
runs thence North 48 degrees 00 minutes West 5.20 chains to a
stake in the Medford line; thence South 88 degrees 30 minutes East
0.40 chains to a stake; thence South 45 degrees 30 minutes East
4.90 chains to the BEGINNING, as per survey of R. H. Terrell, July,
1954.
EXCEPTING from the land herein described in this Deed a small
tract described as follows: BEGINNING on a white oak stump at or
near Tan Trough Branch and thence North 45 degrees 30 minutes
West 4.90 chains to a stake; thence South 48 degrees East 5.25
chains to a stake; thence North 76 degrees 00 minutes East 0.43
chains to the BEGINNING, as per survey of R. H. Terrell, July, 1954.
BEING that same property conveyed to John Robert Ferguson and
wife, Edna Harrell Ferguson by Deed dated January 14, 1976 and
recorded in Deed Book 279 at Page 166, Haywood County Registry.
C)
CID
CO
M

STATE OF NORTH CAROLINA
COUNTY OF HAYWOOD
SUE MEDFORD SMART, and
CHARLES D. MEDFORD, and
LENA FULBRIGHT MEDFORD
Plaintiffs,
VS.
RAY MESSER, SARAH WEBB,
BILL MESSER, and RICHARD
MESSER,
Defendants.
ftj me Ca ty--Ilagiator of Doak
MV II. Ir:rat, begistor of Do*"
Iaat# 9179" Book 920 !age 1975
# 9a: 2.01/31/2005 02:09:S%m
IN THE GENERAL COURT OF JUSTICE
SUPERIOR COURT DIVISION
FILE NO. 03 CvS 1108
C,1
JUDGMEN4
1
c� ry
ui
THIS CAUSE coming on to be heard and being heard before the undersigned Superior
Court Judge Presiding and Jury; and
The following issues having been submitted to the Jury in the above -captioned matter and
answered by the Jury as follows:
1. What is the location of the boundary line between plaintiffs and Defendants?
(Check One)
X A. That as shown on the survey by L. Kevin Ensley. (Plaintiffs
Exhibit #9)
B. That as shown on the survey by J. Randy Herron. (Plaintiffs
Exhibit #11)

Imt@617M seek $20 Pa": 1876
2. (Answer only if #1 is answered (B).)
Did Plaintiffs acquire title to the property lying south of the line depicted on
the survey By Ensley and north of the newly placed fence posts on the top of
the ridge as depicted on the survey by Ensley by adverse possession under
color of title?
A. Yes.
B. No.
3. Did Plaintiffs acquire title to the property lying north of the line depicted on
the survey by Ensley and south of the old barbed wire fence as depicted on the
survey by Ensley by adverse possession of 20 years or more?
X A. Yes.
B. No.
4. Answer only if #1 is answered (A)
Did Plaintiffs acquire title to the property lying north of the newly placed
fence posts on topy of ridge as depicted on the survey by Ensley and South of
the boundary line between Messers and Medford as depicted on the survey by
Ensley by adverse possession?
A. Yes.
X B. No.
Based upon the foregoing, the Court concludes as a MATTER OF LAW:
1. That this matter is proper before the Court and the Court has jurisdiction of the Parties
and the subject matter.
2. That the Parties are the owners of real property with a boundary line between their
respective tracts as being found by the Jury and as shown on the survey of L. Kevin Ensley
attached hereto as Exhibit "A".
3. That the Plaintiffs have acquired title to the property lying north of the boundary line
as depicted on the survey by L. Kevin Ensley, and south of the old barbed wire fence as shown
on said survey by adverse possession of 20 years or more.
4. That Plaintiffs are entitled to recover their costs in this matter.
Based upon the foregoing, it is hereby ORDERED ADJUDGED and DECREED:
1. That the boundary line between the respective tracts of real property of Plaintiffs and
Defendants is that as shown on the attached Exhibit "A" incorporated herein for all purposes.

1a 0617M book 620 lyse: 1077
2. That Plaintiffs are the owners of that certain real property lying north of the boundary
line and south of the old barbed wire fence as shown on the attached survey by L. Kevin Ensley
as Exhibit 'W', having acquired the same by adverse possession of 20 years or more.
3. That L. Kevin Ensley is hereby ordered and authorized to prepare plats with a metes
and bounds description of a line running with the old barbed wire fence shown on the attached
Exhibit "A" to be filed of record with the Register of Deeds of Itaywood County.
4. That this Judgment shall be certified by the Clerk of Superior Court of Haywood
County and filed of record with the Register of Deeds of Haywood County as by law provided.
Entered this the 6�h day of January, 2005.
Signed this the �day of January,
KONALD K. MYNE
Superior Court Judge
S d'wf pope
• �`ti
/� �• air.; r':�•• �J

NORTH CAROLINA,
HAY.WOOD..................... COUNTY
29th December 77
THIS DEED, made this .................... day of ............... _............................................ A.D. 19........
CALLIE MESSER, widow of E. C. Messer
by..................................................................._...........................................---......................--•-•-.............._...........
..........................................................................._...................................................................................................
r
............................................................................_......................................................................................_...........
Ha ood North Carolina
of.......-�.................................. County and State......................................................................................
EDITH PALWR MESSER Gwidow)
ofthe first part, to........................................................................................................................................
Haywood North Carolina
of........ .............................. County and State of............................................................,....I.....................
of the second part:
i
WITNESSETH, That said part Y.......... of the first part, in consideration of :_ TEN
DOLLARS and other good or valuable considerations, to .her... paid by the said party........... of
the second part, the receipt of which is hereby acknowledged, ha.s.. bargained and sold, and
by these presents does..... grant, bargain, sell and convey to said part y............ of the second
/a1'fe estate in
part, .he.r... heirs and assigns, a cer�a:n trac or parcel of land in ........Sxan..nuff........ Town-
ship ..........)idy.4;.QQSi ................... County, State of .... North..Cargl,ina..........................................
adjoiningthe lands of................................................................................................
........................................................................................:......... and others, and bounded as follows. viz.:
FIRST TRACT; BEGINNING at a pine, conditional corner of a fifty -acre
TK.t—Tccnown as the Holland Nelson tract and corner of W. R. Ferguson's
M4. P. Davie tract and runs with his line South 49(deg.)West ten poles
to a stake near the branch; then South 53-1/2 West 8 poles; South 33
West 6 poles; South 19 West 6 poles; South 9 Wast 18 poles; South 6
West 12 poles to a maple near a branch; thence South 42 West 28 poles
to a double chestnut on top of a ridge; thence with the top of the
ridge a north direction to the public road leading from Jonathan
Creek to Pigeon River; thence along said road in thedirection of Pigeon
River to chestnut near the forks of the branch; thence near an east
course to the BEGINNING, containing 6 acres, more or less.
SECOND TRACT: BEGINNING at a black oak on top of a ridge in W. R.
Ferguson s ne of the W. B. Morrow land and runs south 64 West forty-
two polos to a Spanish oak (gone); thence North 3 West four. poles to a
pine, conditional corner of a fifty -acre tract known as the Holland Nelson
land; thence South 49 West ten poles to a stake near the branchl thence
South 53-1/2 West 8 poles to a stake; thence South 33 West 8 oles;
thence South 19 West 6 poles; thence South 9 West 18 poles; thence South
6 West 12 poles to a maple by a branch; thence South 42 West 26 poles
to a double chestnut; thence south west course to a rock cliff on David
Nelson line; thence south 19 East about 45 poles to a hickory; thence
blort:h 72 East 40 poles to a chestnut; thence South 38 East 20 poles to
a chestnut; thence North 72 East 70 poles to a white oak; thence North
4 East 50 poles to a white oak in the line of W. R. Ferguson's W. B.
Morrow land; thence with said line North 31 West 91 poles to the BEGINNING
containing eighty-five acres, more or less.
THIRD TRACT: BEGINNING at a white oak corner, M. H. Miller land and
runsMOW—East 50 poles to a white oak corner to Miller i Morrow
land; thence south about 50 poles with Morrow line to opposite where Med
lands come to the top of the mountain; thence to the BEGINNING, containing
j 1-1/4 acres, more or less.
W
!` RUG the identical property conveyed to E. C. Messer and wife, Callim
Wa. 144

Messer, by Z. V. Ferguson and wife, Bettie Ferguson and T. W. Ferguson
and wife, Dollie Ferguson, by deed dated January 7, 1938, of record
in Deed Book 100, page 371, Haywood County Registry.
ZXCEPTING and EXCLUDING, however, the following described tracts
BEGINNING at a stake at the road, Will Penland's, running to
a poplar in the edge of the branch, and thence with water shed
of a ridge to Erastus Medford's liner thence with said Erastus
Medford's line to a hickory; thence a west direction to J. T.
Harrell's liner thence with said J. T. Harrell's line to the
roads thence with said road to the BEGINNING, containing about
30 acres, more or less.
BEING the identical property conveyed to Jerry Messer and wife,
ELIZABETH MESSER, by X. C. Messer and wife,.Callie Messer, by
deed dated January 11, 1941; of record in Deed Book 106, page
510, Haywood County Registry.
a d lif state n
TO HAVE AND TO HOL thesailoresaucract or paree�of land, and all privileges and appur-
tenances thereto belonging, to the said part..y..... of the second part, ...:h.. heirs and assigns, to
ham....... only use and behoof forever.
And the said party......._ of the first part, for..... MK ............... and ......._. eXheirs, executors and
administrators, covenant.... with said part fir.:... of the second part, ....ham.... heirs and assigns, that
/ s id life estate in said life estate
is,___.. seized of sa� prem;see in fee and ha ... S..... the right to convey in fee simple; that the
same ars free and clear from all encumbrances, and that ..&he.. does........ hereby forever warrant
and will fdrever defend the said title to the same against the claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the acid part.y....... of the first part ha.a........ hereunto set .hex
hand......., and seal ........, the day and year fint above writteen.0 a l l i e
H€r..... L./—)...Max'k..........................(SEAL)
Witness her Mark: Messer
............................. _................................... (SEAL)
........ ........... ....... ........................... ... (SEAL)
_.
.......................... _.......................... _... (SEAL)

STATE OF ... NORTH ... CAROLINA
HAYWOOD COUNTY.
I,••.• .--• ................. ......... .. a Notary Public, do hereby certify that
...... CALLIE..MESS R...(.widow...of..E......C.....xmdx..Messer.)......... .............. ................ ....... - .. ,
MXXWM personally appeared before me this day and acknowledged the due execut54y .d."ifi0.
foregoing and annexed Deed of Conveyance. :`'!��t' •• J..::;.%
Witness my hand and notarial seal, this ........ day of .....
O
`42 =3
My commission expires ./ LD..a�-Q--../..L.a..� ,�'•., ':
% ............
STATE OF
COUNTY.
I,
a Notary Public, do hereby certify tha'
and................................................................. --
his wife, personally appeared before me this day and acknowledged the due execution of the
foregoing and annexed Deed of Conveyance.
Witness my hand and notarial seal, this ............ day of ......................................... . A.D. 19 .... .
............ .._...... ................... N.P. (SEAL)
My commission expires ...............
STATE OF NORTH CAROLINA,
HAYWOOD .......................... COUNTY. -l/ moi/
The foregoing certificate of ...... ��.......�Y. Z.................. ....... ......._...........................
a Notary Public of Haywood ..................... County, State of ..Hgah..Cal-.41ing...................... 0 is
certified to be correct.
Witness my hand this ....T....... day of..._.AG�4�L4!............. ............ A.D. 19.r
...................................
Register of D eds
Fled far ro i tre+w+ `/ w..I9 n ' a a
dsyof
F. �oelnck...�M end raglatered
In Dolce of the Reglater of Dead• for
Haywoocl County, N0 Carolina.
Thb..! _ .day of.. lV
In Book No
W.U.
aatw. ,/ Dudr
' ��1/�/ •►— J ^ YOYMT�IMIU w'AtNHY1f.La. M. C.
-���,rrraaa,a C /J�Ltu�s.L. cs+v, A '2V

_lstrument# 2009012569 Book 774 Page 2425
TRANSF D B D
DATE
Y�YRIOalllllp
zo09o,:56s
HAYWOOD CO, NC FEE $25.00
STATE OF NC REAL ESTATE EXTX
$574.00
PRESENTED a RECORDED'
12-21-2009 12:47:04 PM
SHERRI C.ROGERS
TIMI
REGIS I'ER OF DEEDS
HA'YWOOD G'[)UNTY TAX CERTIFIC, I� l 7�IMI BY SHERRI C. ROGERS
REGISTER OF DEEDS
Therc arc no dal l-qui.-ty '-aAtcfue that` ealt6 vi J BK: RB 774
againstparcelnut�6at�{a�}/ PG: 2425-2427
David B. FrWiv, YWCiiid dhecf -
/--z
..9 .
NORTH CAROLINA GENERAL. WARRANTY DEED
Excise Tax: $ 574.00
Parcel Identifier No. 8629-09-2744 Verified by County on the day of , 20_
By:
MaiVBox to: Clarence H. Dickson, II1, 137 Hazel Street, Wa esville NC 28786
This instnmwnt was prepared by: Nick Roknich, 11 [, P.A., 89 Walnut Street, Waynesville, NC 28786
Brief description for the Index:
THIS DEED made this 18th day of December , 20 09, by and between
GRANTOR
Raymond Kenneth Fulp and wife,
Sandra L. Fulp
GRANTEE
Roxanne Riester
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the City of Waynesville Iron Duff Township, Haywood County, North Carolina and
more particularly described as follows:
SEE ATTACHED EXHIBIT A
The property hereinabove described was acquired by Grantor by instrument recorded in Book 698 page 1509
A map showing the above described property is recorded in Plat Book
page
NC Bar Association Form No. I,-3 © 1976, Revised 0 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 So$Pro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

Instrument# 2009012569 Book 774 Page 2426
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
feesimple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions:
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing
s of the day and year first above written.
(Entity Name)
By:
Title:
By:
Title:
By:
Title:
andra L. Fulp
(SEAL)
(SEAL)
State of North Carolina - County of Haywood Raymond Kenneth Fulp and wife,
I, the undersigned Notary Public of the County and State aforesaid, certify that
Sandra L. Fulp personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein express . Witness and Notarial
Stamp or seal this 18th 'day of December , 2009
My Commission Expires:
Notary Public
State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify that
personally came before me this day and acknowledged that–he is the
co rporation/limited liability companylgeneral partnership4muted partnership (strike through the inapplicable), and
that by authority duly given and as the act of such entity, he signed the foregoing instnnnent in its name on its behalf as its act and
deed. Witness my hand and Notarial stamp or seal, this day of . 20—.
My Commission Expires:
Notary Public
State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this day of _20—.
My Commission Expires:
Notary Public
The foregoing Certificate(s) of
is/are certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Boole and Page shown
on the first page hereof.
Register of Deeds for County
By:
Deputy/Assistant - Register of Deeds
NC Bar Association Form No. L-3 ® 1976, Revised ®1977, 2002
Printed by Agreement with the NC Bar Association –1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

__istxument# 2009012569 Book 774 Page 2427
Exhibit "A!'
BEGINNING at an iron pipe at a LAW fence corner stake, Southeast corner of 22.34 acre Bideaux and
Becksiett parent tract hereinafter referred to, in line of J. R. Ferguson tract as described in Deed Book
ty Registry, and runs with the line of said rerguson tract North 49 degrees
279, Page 166, Maywood Coun.50
34' 09" West 444.09 fect to an iron pipe; thence North 9 degrees 19'48" East nce North 08 d grc s 23'
control comer; thence North 08 degrees 23' 20" Last 175.27 feet to u point;
20" East 226.98 feet to a point in center of a 20 -foot right of way;. thcnee North 08 degret: 23'20" East
10 feet to an iron pipe control comer; thence North 45 ftTees X..6' 13" East 235.60 feet to an iron pipe;
thence South 28 degrees 13' 13" East 202.95 fees to Bra chbtl pipe; thence[hence South 31 degrecs PV 42" East
with center of branch as follows: South
17.13 feet to a point in center of creek South
16 ) .
39 degrees Sb' S6" West 15.57 1'cM, South 1G delnees 4!'Z3" West 54.57 fee.t,.South 33 degrees 37' 37'
West reel feet, South t 1 degrees 56' 27" East 19.80 feet, South 88 degrees 08' oi" East 76.25 feet,
CSk No'
South 74 degrees 16' 15" East 70.51 feet to a point in Wt in said right oill of f ►vaY, South 11 15 15/degreay Of cs 40 5
1363, South 52 degrees 38'45" East 14.90 fet rnar
et to a Po ic $
East 13.24 feet to a point . said
a oint of centerline of intersectionlof NCS No. 1363h point is aand 15-4100L rigl t Of
37" West 28.75 feet from th p
way) South 15 degrees 46' OS" East 11.78 feet to a point in said margin of said right f way, Sotith 1.0
.SO feet, South 50 degree 175 feet and South 2$ det;rees13 �54' Edegreaes t 55'
degrees 31' 46" West 1(i
.57 feet
West 28.75 feet, South 41 degrees 55 15 West 17.75
to a point in line of Carlyle B. Ferguson tract as described in Deed Book 272, Page_ 304; thence with lint
assing he
of that tract South 19 degrees 09'30" West ( an survey1nand platn pipe tda0ted Septembe.66 feet) �34 e1999et to tPlat No. B -
BEGINNING, containing 6.267 acres as shown
2552-2 by Keith J. Plemmons, PLS -
TOGETHER W rat and INCLUDING road right of way set forth In Book 376, Page 280, Haywood
E
County Registry.
ING to Grantors herein, their heirs and assigns, the Tight to jointly use a 20-
EXCEPTING and RESL}tV ed, the keaterline of which is described as
foot right of way over and across the tract herein convey
Follows: BEGINNING at a paint located front the'Northrnost comer of the 6.267 acre tract herein
conycyed two calls a$ fotltiws: South 45 degn ccs 46' 1:3" West 235.60 feet to an iron pipe and South 08
degrees 23-20" West 10 feet to.0 point in center of said right of way and runs as follows: North 8t
78 dcgrces.08' 35" East 15.58 feet, South 81 degrees 33'25" East
degrees 57''! 4" East 75.96 feet, North
21.19 feet, -South 58 degrees 43' 57" EaA 21.60 feat, South Ol degree 59' 17" East 44.07 feet, mouth 13
es 2e 24'
degrees 11'3511 East 113.93 feet, South 28 degrees 1eC17"No th 50 eb1.86 fces,32uth ' 3s 7Easr21e26 fcet;North
East 18.37 feet, South 67 degrees 40'26" Fast 23.4 feet,
45 degrees 23'56" East 34.51 feet, North 56 degrees 35' 19" East 40.40 feet,
IVart'h 60 degrees 4?' 36"
East 35.11 feet, North 64 degrees 39' 17" East 20.17 feet and North 74 degrees 07'37" use6.16
jointly by
point in West margin of 60 -foot right of wayof NCSR No. 1363, said right of way ]
the parties hereto, their ineirs and assigns.
BEING the same property conveyed from Rene O. Bideaux and wife, Rebecca Edge Bideaux to
Raymond Kenneth Fulp and wife, Sandra L. Fulp by deed dated March 16, 2007 and recorded in
Book 698, Page 1509, Haywood County Registry.

Mail To:
WARRANTY DEED—Form WD -602 Printed and for sale by James Wflh... & Co.. Inc.. Yedkiriville, N- C.
STATE OF NORTH CAROLINA, HAYWOOD County.
THIS DEED,ldadcthis 10thd,yef October 19 74 ,byaridbeewaen WALTER D. RICE and
wife, MYRTIS D. RICE,
y of Haywood County .
and state of NotthCaroiine,hcranafter caUctl0fsntte, and CARLYLIa B.
FERGUSON
called Gramm of Haywood County and State of North Casollns, hereinafter
W17NE
'
WITNESSETH: That the Grantor, for and in consideration of the sum of One hundred($100.00) ----------T--�^Dollars
and other good and valuable considerations to him in hand Bald by the Grantee, the receipt whereof is hereby acknowledgged, has Own. granted, bargained, sold
A" conveyed. and by these presence A— give, grant, bargin, sell, convey and confinn onto the Grantee, his heirs andlor successors and ample, premises in
Iron Duff Township, Haywood County, North Carolina, described as follows:
BEGINNING at a stake in the center of State Road No. 1363 and in
the intersection of a branch, said point being the intersection of
Tracts Nos. 1, 2 and 3 of the Walter Rice property as.hereinafter
described, and runs thence with the center of said road six calls
as follows: North 5 deg. 42 min, East 165 feet to.a stake; North
0 deg. 21 min. West 250.0 feet to a stake; North 12 deg. 11 min,
West 155.0 feet to a stake; North 24 deg, 24 min. West 164.8 feet
to a stake; North 4 deg. 10 min. West 295.0 feet to a stake; Borth
6 deg. 14 min. West 276 feet to the intersection of Dotson Branch;
thence with the center of Dotson Branch 12 calls as follows:
North 83 deg. 8 m=n, nest 9 feet; South 70 deg. 34 min. W, 17'.0
feet; South 5 deg. 1 min. East 268.5 feet; South 3 deg. 32 min.
West 65 feet; South 20 deg. 2 min. East 73.5 feet; South 3 deg.
15 min. West 112.0 feet; South 77 deg. 48 min. West 77.8 feet;
South 23 deg. 31 min. West 95.5 feet; South 79 deg. 54 min. East
179.0 feet; South 0 deg. 58 min. West 164.8 feet; South 63 deg.
55 min. West 63.8 feet; and South 21 deg. 27 min. East 63.2 feet; '
thence leaving the center of Dotson Branch and running with
Dotson's fence line South 18 deg. 16 min. West 535.14 feet to the
intersection of the Medford fence line; thence with the Medford
fence line, South 52 deg. 00 min. East 34.5 feet tothe center of
Dotson Branch; thence with the center of Dotson Branch 3 calls as
follows: South 16 deg. 02 min. West 381.2 feet; South 32 deg. 50
min. West 315.8 feet and South 8 deg. 12 min.'West 243.5 feet.
thence with the fence line South 88 deg. 47 min. East 330.3 feet.to
a stake in the center of State Road No. 1363; thence with the -
center of State Road No, 1363, four calls as follows: North 3
deg. 38 min. East 131.5 feet; North 23 deg. 00 min. East 341.0 .
feet; North 12 deg. 58 nin. East 243.5 feet; and North 5 deg. 42 mini.,
East 231.0 feet to the BEGINNING; and
BEING Tract No. 2 of the Walter Rice property as surveyed and platted
by S. L. Calhoun, Registered Engineer, dated September 20, 1974, and
containing 9.54 acres, more or less.
.... __..
M 7 -
�,
2 7r a`v
• (Conclnued On Reverse $ide)
`1"4

44
STATE OF NORTH CAROLINA—Haywood County. .
THIS DEED, Made this ._ 31st .— ars of ....— July - - - - ...---• by -•----•-•-......--------•--
...........;_............. AQ I B�OMN,.widow.of Lawrence .grin «__._....._.._._---....----..
of coaaty aad state of __ inA__ _.___. _ of the ant Dart, to
MG MMX end ri fe gain Dd:T3 Fgatf` tarty _ —__
of __.. _ _...--lta)mmnd., cont and g to of 4 w _ ._ _• of the second Dart:
WITNESSETH, That said i,x. of thw ,��ti
__P0 e—,—_
In consideration of _TRN .and_nt and
__......—...._..,._.._..._.................._.__.._...._...._.._...._.
ha>~..ioltd_�If�.,?alllwblw anewidwrwttns
to paw by - wr't i ww n� f hw as and „•_,-._,•____............_.—, the reselpt of watch is hereby
acknowledged, has___. bargained and °ofd, and by tier Premia doeA....____ grand harp sen and convey to said .__R4WU&x_sf_.t4hP
weamd. pa_r't.tbe it halm and aeolp,, a eertata tract or pared of land eiT.Rn Dnff
Town". .__ood __ County, State of North Caro)taa, adjoining the land, of _....... -
l�PIR3T TEACT: BEGINNIlY on Si
atone lotfi`'rcwii gone) onths bank of Dotson Sranch,BBIiQ the
BEGINNING point of the parent tract hereinafter referred to, and runs thence lith outside
line of parent tract five calls as follows: S.75'wW. 20 poles to a locust; N.70• M. 32
poles to a chestapt; N. 74' W. 10 poles to a hickory; N.11' 1.13 poles to a staks,Narthweet
corner of parent tract; and S.117' 301E. 36poles to a point in 1. center of public road; thence
with center of public road in a Southeasterly direction 210" feet, more or less, to a
point located N.75' E._ feet from the beginning corner; thence S.75' W._ feet back to
the BEGINNING, containing 3.12 acres,Nore or less, as computed by R.H.Terrell, Surveyor.
SECOND TRACT: BEGINNING on a stone (old birch gone) on the bank of Dotson Branch,
B9M the BEGINNING point of the parent tract hereinafter referred to, and runs thence up
Dotson Branch, S.5' 30M. 10 polls; thence East _feet to the center of public road; thence
with center of public road in a Northerly direction 10 poles, more or less, to a point
located N. 750 E. feet from the beginning corner; thence 5.75' M. feet tothe BEGINNING.
BEING a part of the property conveyed to Lawrence Brown, now deceased,and wife, Naomi Brown
by Deed dated January 21,1937, and recorded .in Book 92,page 4112, Haywood County Registry. -
v
This conveyance is SUBJECT TO a right of way.for the public road.
(Rev.$2.75)
TO HAVE AND TO HOLD the atererid twat or per of htad and privileges and aDDm tenaner tb V' ding, to t/e aid:.—,.__...
....... .... j111ir- ss.,.st .11M second Dartethelt_heirs ane aanlgas, to __._..__ r asp ap' and bow forever.
And the said
_...._......-S2ai7. the tirgt E'tun_.._...._...___..._.__....__.._....___...:
for ...her.... aeli._._.... and her betas, azraton and edeorf, rvsaant.__.__._.., with rid � ,...•,_._
wj �P3d_ yml�ia�r�4 L _ bats a W auto'.. that ­_!=1L._1la-_.—.....:._._. wra of wd Premlas in fee ind b _ » ttghe
to convey 14 tee simple; that the same are tree and dear from all encambrtness - ..
........... ........... ... ..............___.—.........._.—.._...—.__....—_._..._-................._._...._.........._.—..........�..._....._._.__.._..........—.�...:..-.._.:.._....
and that .........xhAx do .__....—_._... hereby forever warraat and will forever defend the said title to the same agataat the elates at su lmm".
whomsoever ___ ......... _ .........
IN TESTIMONY WHEREOF, the said ...........—._..P_�.Y....o�,T IFs't=^7irt,...—_..__.._—_._.
be...a.............. hereunto set... -.._hem_ hand.._._.—..._-. and neaL.._...... the day and year Brat above w�rt•iltten.
._S.ToI!n
•..-.__... _........... _.... ........ .... _...............
..._._.__...._.._._.....__..... (tisal )
Attest: ..Di._.ana Bell West —_ ..... ....... __............. _................
_.__
._..._.._.._......_.__. .—
STATE OF NORTH CAROLIkk—HAYWOOD COUNTY.
I' --._....___....-_...—... Di an s Rat 1 Iiwwt NeE....-._........_...._..._—....:..._._._... M 4
.._._........._.._.._..—.„„ do hen certl that
_-...__........Yaoai idON oir_Lrnraftem.-Aring mm
ale wits, Denonally appeared be • me thin day and 1 �acknowledged the due azecution of the anaeud'Dead of Cony gaaoe. -
Witness my hand and official ,col, this-----.ua�.._.___ day o£ .__.....__..—.„.—...,.._...,.,: ' J.,, " 6q
._..._. __ _ vv/,e/ee larNaaerav a•er to--- n_•• r_�"'u-'x•••rz__. •...__.__, A. D., IffiL_
STATE OF NORTH CAROLINA 001II1NfT.Y.
The foregoing certificate of .______..._._ a_Bel1_ VogtgNsPa.—..�_...___.._...:_ of _.___....._.... Haywood
,—_..... Comb
_2
tate..nf..1t.II..-_
Is adjudged to be cornet 1 the faetramant, wttj the eartlaeate , be redlaNred. 6
Witness my hand and ofilctcl seal, thin ......_...___. .._._....... dal ot.__J-L_tl_L...—.._........—._....--_______..».:_..::._.....__., A: D., 11........5
JvB.$gist...—.._..._._......,,_, Clerk of the asDerlor Court.
Filed for registration on the day ofTU
—_....._� ...... ...___. 19._.__, at _ o' eek ... �_.bt.. and registered
the ofiioe of the Register of Deeds for Haywood County. North Cerullo is ._....._ .... day of _.—„*UV .:.,,—,•„•.-- -.._.._.,:1f__
at __9d.5._. o'clock ..�.r.M., in Book No. Page ... -
lmcaefi Yrnnae Co., Raleigh, N. c. -4199e Reloder7 DNdn of Haywood Coanb.
r

STATE; OF NORTH CAROLINA—Haywood County.
THIS DEED, lade this ... _................ 2,3rA____._ day of. ... ............................ .............. DBGembiar..................... 19.641 - by .................
.............................. JUMM.-M.-YEP.G.USON... and ._Wife.,....IDA.-P�IAE...FEMUSON,------------.--........................................................
Ha .. ood ............. ............. and State of._....................._....---------arolin.4-----.--- ....-------------------_--- of the first part, to
................................OARLYLE:..FMJMQN...B wi fe.._M&%IE. UV.IS FERG.USDN.............. .... ................ :..........................................
Of -------------------------- Hal(w.ao.d...... .................. county and state of. ............... ...N.9rth-.Gar.aline........... ............................ of the second part:
WITNESSETH, That said ................. tles-..ef...th-e ---first-- paw - _... ................ ----------------
..-...--------------*---------- - -- - ..
In consideration of.......ONE..D➢LLABS..and...nLhBr..good...or..---V. mile -_considerations--------------------------_---------- tsdmm
to. ............. " .......... ....... th= ................. . paid by -said ...parties ---of-...the---8econd.W-t.,................. the receipt of which is hereby
acknowled/!d, hall. bargained and sold, and by these presents do ............ grant, bargain, sell and convey to said ...pAr..tle,s...n,f the.
aBCOA.d.--par_t.r-..Lhe.ir ... heirs and assigns, a certain tract or parcel of lana in ....................... I.ronduff................................
-.....
Township, ............ .._HayW.oni------ ---------- ---.... County, State of North Carolina, adjoining the lands of ......................... .................................._..
--------------------------------
..............._-------------*-------......and others, and bounded as follows, viz.:
BEGINNING at a stake .in the west bank of Pigeon River,Hobart Green corner, and runs with
his line seven calls as follows: South 79 deg. 30 min.West 231 feet, South 39 deg. OOmin.
Vest. 165 feet, South 23 deg. 00 min.West 99 feet to a black oak, South 9 deg. 30 min.West
165 -feet, South 10 deg. 30 min.West 198 felt, South 11 deg. 00 min.West 190 feet to a small
Spanish oak and South 58 deg. 00 min.West 49.5 feet to a stake at the top of a ridge, J.K.
Dottson's old corner; thence with the watershed of the ridge and with the Park's and Brown
limes -nine calls as follows: North 37 deg 00 min.West 305 feet, North 19 deg 00 min.
West.330 feet,North 12 deg. 00 min.West 627 feet,North 29 deg. 00 min.East 181.5 feet,
North 57 deg.00 min.West 578.5 fdet ,North 35 deg. 00 min.West 99 feet, North 15 deg. 00
..min. West 198 feet,North 19 deg. 00 min.East 122 feet and North 7 deg. 00 min.West 313.5
flet to a black oak; thence North 78 deg. 00 min. West 975.5 feet to a rock on the west
s side of Dotson Branch at the Std;e Road tspruce pine gone); thence with Dotson's line North
89 .deg. 30 min.West 1023 feet to a rock on the watershed of the ridge, Willie Green's
corn'dr; thence North 17 deg. 00 min.East 115.5 feet to a dead Spanish oak; thence North 50
deg'.' 00 min.East 825 feet to a Spanish oak; thence South 81 deg. 00 min.East 66 feet to an
oak; thence'Soil h 88 deg. 00 min.East 100 feet tot he watershed of the ridge between
Botson' Branch and Harrell Branch; thence with the watershed and the line of the Lee
Ferguson Estate five calls as follows: South 75 deg. 40 min.East 132 feet, North 62 deg.
35 11tin.East 107 fed , North 36 deg. 45 min.East 240 feet, North 21 deg. 00 min.East 137
feet, and North 51 deg. 00 min. East 41 feet to stake, a corner of a tract conveyed this
day by Andrew M.Ferguson et ux. to Charles A.Ferguson et ux.; thence leaving the watershed
South 22 deg. 30 min:East 336 feet to a fence (passing a cliff at 243 feet); thence with th
fence three calls: South 83 deg. 00 min.East 196 feet,North 62 deg. 00 min.East 173 feet
and North 83 deg. 30 min.East 233 feet to a stake in the center of the aforesaid State
Road; thence with the center of said road three calls: North 63 deg. 45 min.East 550 feet,
North 14 deg. 30 min.East 131 feet and North 33 deg. 00 min.West 100 feet toga stake in
the center of said road and in the line of a lot heretofore conveyed by Andrew M.Ferguson
et Ax. to Charles A.Ferguson (Deed Book 173,page 54); thence withthe line of that lot
four calls: North 54 deg. East 64 feet to a stake below the State Road, North 28 deg. 45
min.West 100 feet, North 49 deg. 45 min.West 100 feet to a stake below the State Road,
and South 44 deg. 45 min.West 28 feet to the center of the State Road; thence with the
center line of said road North 58 deg. 00 min.West 130 feet and North 38 deg. 00 min.West
327 feet (passing a new bridge over the Pigeon River at approximately 175 feet); thence
leaving the road North 40 deg. 00 min.East 60 feet to the Western bank of the Pigeon River
thence up the River as it meanders to the BEGINNING, asper survey and plat of R.H. Terrell
dated December 21,1964.
BBIKG most of that property conveyed to Andrew M.Ferguson et ux. by Annie Noland and W.H.
Noland, by deed recorded in Deed Book 124,page 412, Haywood County Registry.
(Rev.$6.60)
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and privileges and appurtenances thereto belonging, to the said ...............
- on d.._ a .t t heLir..............heirs and assigns, to ................. tk18;L..r .....only use and behoof forever.
And the said __...pa fta._of.._ the ---firat.-.�parL.r ......... .................... _.
forthim..... set RPE--- and _. t:h8i _rbeirs, executors and administrators, covenant ................... with said
_g nssest��.hekrs a,
assips, that.._....._..._ --.._._they.. aPe......... seized of said premises in fee and bare ...the.rlght
W ooa D • a e same are free and dear from ell eicumbrances
and *m .. the$_ do ......._.._.__.. hereby forever warrant and will forever defend the said title to the same against the claims of all per-
sons whomsoever ..._...... --- _._......._--_-..-_.------------------- --------.--_----------- ..... .....................
........._._.............. _—.......... ............. ... .................. _...... ..................................... ................................................................................ _........---------------I............._...
IN TESTIMONY WHEREOF, the mid ................... p rtle3._Of_the..rlr8t..-Part,.............---------•--..............._..._......_.._..--...
ha..._oe._....... hereunto set ...._thAlr h,ny .4 ............. and seal_ ..._...5.., the day aqd year first written.
.. - ---••--- AI]drew.....Ferguson....................._..... _........ _(Seal)
- Ida...Mae.._Zerg..uj0n......... ................. ................ (Seal)
------- .... ......................... ___ --_---.—..---............................ (Seal)
i. Mot: ..._._..--- ............... —........................ --__-_-_-_... ......... ..............__......................... ---....... ----........... .................................... (seal)
STATE OF NORTH CAROLINA—HAYW,npg S. Hyatt,N.P. e
I; .:.._....._---­---­--­
--. ---. -- :-.. - -- --- ------._..---....------- ....... ......- .--- ---------------.....................__ do hereby certify that
!(ndrew fii. e`er uson . .nd.-Yda-_Ntae-_ erEuson.....---------------......---------
his wits, yt+nonl appeared before we this day and acknowledged the due execution of the annexed Deed of Conveyance. .
IYUbeg toy band and offlalal aeat. this ........... ... 29th ........ as of ............. ----De cembg r ....................... -...__.... ... - A. D., ig._6.4.._
(s I' Cpmminlpn *,Dims ,.1.41.V66.(RUA8IAIL...SEAL) _MarKueritE._S..$vaLL,N.P_..(Beall...._...............-•--
STATS O!! NORTH CAROLINA—HAYWOOD CpYNTY.
Thu foregoing ertificate, of ....... _....................Marguerite...S.Hyatt,N.P..................__. of Havwood counts
.............. ..
. _$ii t L.af..N...:.._... is adjudged to be correct. }fit the instrument, with the certificates, be registered.
�1 -----�' of. December ....... A. D.,• 19.._64_.
Wl4r my hand and official seal. fhb .....-----...--- ----..-----._.... ._..... ..... ........
E:rend__a------ ks,75_eput_y
Clerk otthe Superior court
rus for registration on the 31 say of...... MArp mbex._.._._..........., 19.........k at 4.:-3D.... o'clock ..-....P.M., and registered m
the atliee cf the Register of Deeds for Haywood County, North Carolitu, this .L,.....��.,.Wer
Jan--uaT-
at----.. Ut.10o'clock .....-.Aid., in Hook No. _2415 --•--- on �e74-7............ ---•
o�_.._........ .._ ..._