20210177 Ver 1_Pre-Filing Meeting Request_20210126

ID#* 20210177
Version* 1
Regional Office* Winston-Salem Regional Office - [phone]
Reviewer List* Sue Homewood
Pre -Filing Meeting Request submitted 1/26/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Amy James
[e-mail]
Cobb Creek/Sandy Berry Creek Stream Stabilization
Yadkin Valley Sewer Authority
Yadkin
Street Address
500 NC Hwy 268 W
Address Line 2
aty
Elkin
Rbstal / Zip Code
28621
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
State / Frovince / Region
NC
Country
USA
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below. *
Stream relocation and streambank stabilization to avoid
encroachment of existing sewer lines into channel area caused by
erosion. Project will be completed using natural channel design
principles, where possible, to achieve functional uplift while providing
long-term bank stabilization.

Please give a couple of dates you are available for a meeting.
2/9/2021
2/4/2021
2/11 /2021
2/16/2021
Please attach the documentation you would like to have the meeting about.
JVC_AII_Sheets_11 x17. pdf 6.6MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 1/26/2021

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INDEX OF SHEETS
1 . - .
TITLE SHEET
1 A . - .
STREAM CONVENTIONAL SYMBOLS
GENERAL NOTES
CONSTRUCTION SEQUENCE
2 - - -
TYPICAL SECTIONS
2A-2C - - -
DETAILS
3 - 3A ...
TABLES
4-6 - - -
PLAN AND PROFILE
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 O 20 40
PROFILE (HORIZONTAL)
5 2.5 O 5 10
PROFILE (VERTICAL)
YADKIN VALLEY SEWER AUTHORITYdrSTATE
LNCIPROJECTREFEREN�ENo.
138
Q yt//���+�
APPLICANT NUMBER. OOO-UI✓F6-00
DESIGN DATA
COBB CREEK SANDY
BERRY CREEK
DIN-385727
DIN-385728
DESIGN STREAM TYPE
YADKIN COUNTY
BAN KFULL XSEC AREA
O F
3T2
O F
7T2
BANKFULL WIDTH
21 .1 FT
33.5 FT
BANKFULL DEPTH
2.1 FT
2.9 FT
LOCATION: YADKIN COUNTY, NC
W/D RATIO
15
16
TYPE OF WORK: STREAM STABILIZATION
PROJECTLENGTH
-�i COBB CREEK EXISTING STREAM
LENGTH =
691 FEET
--�-�-
COBB CREEK PROPOSED
DESIGN STREAM LENGTH
= 577 FEET
♦�
SANDY BERRY CREEK EXISTING STREAM LENGTH
= 230 FEET
SANDY BERRY CREEK PROPOSED
DESIGN STREAM
LENGTH =224 FEET
I�
�� 77
ADKIN RIVER • DIN 385728 BY1P
Y 1
.--
�
� J I
N
Eck
67
►�-- St. BUS-
21
0
'
JONESVILLE l ��
5
N Pop.2,246
Cedar- brook or. 1n
eSUtlle
'p, J o
DIN 385727
Swan Creek
Cobb P,
Stad�Um
� RLINGTON S
I
PREPARED FOR:
JaaKin V�,ey peP��F
AND SEA
e`er Jintb0
APPLICANT NUMBER: 000-UI9F6-00
500 NORTH CARD LINA 268 W
ELKIN, NC 28621
JERRYTWIGGS, P.E.
PROJECT ENGINEER
Chappell
Macemore
PREPARED IN THE OFFICE OF:
ECOSYSTEM 1 150 SE MAYNARD RD,
PLANNING & SUITE 14
J
NC
CART, 2751 1
RESTORATION LICENSE # P-1 182
KEVIN TWEEDY, P.E.
PROJECT ENGINEER
LETTING DATE:
EMMETT PERDUE, P.E.
PROJECT DESIGN ENGINEER
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
P.E.
SIGNATURE:

STREAM CONVENTIONAL SYMBOLS
0
ROCK J-HOOK JH — SF — SAFETY FENCE
ROCK VANE Rv — SS — SANITARY SEWER
OFFSET ROCK CROSS VANE ov — — SILT FENCE
ROCK CROSS VANE xv ce CONSERVATION EASEMENT
CONSTRUCTION SEQUENCE
TEMPORARY SILT CHECK
— - 20 — - EXISTING MAJOR CONTOUR
ROOT WAD Rw
EXISTING MINOR CONTOUR
GRADE CONTROL J-HOOK VANE GJH
— 20
— PROPOSED MAJOR CONTOUR
®
LOG VANE Lv
— 21
— PROPOSED MINOR CONTOUR
®
LOG STEP Ls
— —
— LIMITS OF DISTURBANCE
000
ROCK STEP Rs
— —
— BANKFULL BENCH (GRADE)
DOUBLE DROP ROCK CROSS VANE DD
— —
PROPERTY LINE
CONSTRUCTED CASCADE cc
ACCESS ROAD
CONSTRUCTED RIFFLE cR
1 00
I
STREAM THALWEG
BOULDER CLUSTER
STREAM TOP OF BANKS
%K74"WaNk
LOG ROLLER LR
FOOT BRIDGE
TEMPORARY STREAM CROSSING
TO BE ADDED AT 100%DESIGN
GRADE CONTROL WOODY RIFFLE wR
u
�
PERMANENT FORD STREAM CROSSING PPc
®
TRANSPLANTED VEGETATION
TOEWOOD WITH GEOLIF I O
TREE REMOVAL
SOD MATS sM
TREE PROTECTION
GEOLIFT
DEBRIS JAM DJ-T#
CHANNEL FILL
_
DITCH PLUG
SINGLE WING DEFLECTOR
GRADE BANK 2:1 OR FLATTER
DOUBLE WING DEFLECTOR
: ',_
EXISTING WETLANDS
*`NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
GENERAL NOTES
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS, AND STRUCTURES.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL STABILIZATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED TO BEGIN FALL 2021 .
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
65% DESIGN PLANS
EMP
KLT
1/08/21
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°r Rabb°<
APPLICANT NUMBER00OU19F6-00500
NORTH CAROLINA 268 W
ELK]N. NO 28621
DR4543-NC / WO 60879 / DIN 385727 - DIN 385728
YADKIN COUNTY. NC
ECOSYSTEM
PLANNING &
RESTORATION
1 150 SE MAYNARD RD, SUITE 140
CARY, NC 2751 1
LICENSE # P-1 162
PROJECT # SHEET NO.
138 JI 1A
SYMBOLOGY /
NOTES
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

Stream Station ABKF (SF) WBKF (FT) W1 (FT) W2 (FT) D1 (FT) D2 (FT) S1 (FT/FT) S2 (FT/FT) APOOL (SF) WPOOL (FT) W3 (FT) W4 (FT) D3 (FT) D4 (FT) S3 FT/FT) S4 (FT/FT)Cobb Creek 10+00 to 23+30 30.0 21.2 5.3 5.3 0.36 1.76 15:1 3:1 52.0 25.0 0.5 12.0 0.00 4.00 0:1 3:1Sandberry Creek 10+00 to 12+28 69.7 33.5 8.9 7.8 0.33 2.6027:1 3:1 132.0 40.0 2.0 18.0 0.00 6.00 0:1 3:1TYPICAL CROSS SECTION DIMENSIONS
DOUBLE DROP ROCK CROSS VANE SPECIFICATIONS
MATERIALS: SPECIFICATIONS:
TYPE: TBD
SIZE: TBD
BOULDER
NUMBER OF HEADER ROWS: 1
NUMBER OF FOOTER ROWS:1
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
STONE BACKFILL
TBD
NOTES FOR DOUBLE DROP CROSS VANE
1 . INSTALL GEOTEXTILE FABRIC BEGINNING AT THE MIDDLE OF THE
HEADER ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE
BOTTOM FOOTER ROCK, AND THEN UPSTREAM TO A MINIMUM
OFTEN FEET.
2. DIG ATRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE
FILL ON UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM
AND STREAM BANK.
3. START AT BANKFULL AND PLACE FOOTER ROCKS FIRST AND THEN
HEADER(TOP) ROCK.
4. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND
SLOPE SPECIFICATIONS.
5. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR
HABITAT IMPROVEMENT.
6. USE STONE BACKFILL TO FILL GAPS ON UPSTREAM AND
DOWNSTREAM SIDES OF BOULDERS.
7. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE
OF THE STRUCTURE WITH ON -SITE ALLUVIUM TO THE ELEVATION
OF THE TOP OF THE HEADER ROCK.
LOG VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: TBD
BOULDER
SIZE: TBD
TYPE: HARDWOOD
LOGS
SIZE: 12 INCH 0 MIN.
NUMBER OF HEADER LOGS: 1
NUMBER OF FOOTER LOGS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
STONE BACKFILL
TBD
NOTES FOR LOG VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURE TABLES.
2. LOGS SHOULD BE STRAIGHT, HARDWOOD, AND NOT ROTTEN.
3. BOULDERS WILL BE USED TO ANCHOR LOGS VANES WHERE LOGS CANNOT
BE BURIED INTO THE BED AND BANK SUFFICIENTLY
AS DIRECTED BY THE ENGINEER.
4. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.
5. BOULDER SHOULD BE PLACED ON TOP OF HEADER LOG FOR ANCHORING.
6. FILTER FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
REVISIONS
NO. DESCRIPTION
1 65% DESIGN PLANS
LOG
BELOW STRE
PREPF
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APPLICANT NUMBER: 00&U19F6-00500
NORTH CAROLINA 268 W
�ELKIN, NC 28621NC 28621
DOUBLE DROP ROCK CROSS VANE DD
1/3 1/3 1/3
BOTTOM BOTTOM BOTTOM
WIDTH OF WIDTH OF WIDTH OF
STREAM BED ELEVATION-
BANKFULL
FLOW ---Z
STONE BACKFII
GEOTEXTILE
7
FLOODPLAIN SILL
POOLS
NO GAPS BETWEEN (EXCAVATED PER DIRECTION OF ENGINEER)
BOULDERS DEPTH = AVERAGE BANKFULL DEPTH x 1.5 TO 2.0
PLAN VIEW
IZ - ELEVATION POINT (SEE STRUCTURE TABLES)
LOG VANE LD
A'
_CGS BURIED IN
STREAMBANK
AT LEAST 5'
PLAN VIEW
0 - ELEVATION POINT (SEE STRUCTURE TABLES)
FLOW
HEADER
HEADER LOG
FOOTER
HEADER ROCK
- FOOTER ROCK
SCOUR POOL (EXCAVATED)
PROFILE VIEW
HEADER ROCK
STONE BACKFILL�
STR-"Ef1AMBE-"Dt1
GEOTEXTILE FABRIC
FOOTER ROCK
O' MINIMU
SECTION A - A
SVpPti y
FOOTER LOG
PROFILE VIEW A -A'
STONE BACKFILL---
FLOW
DR4543-NC / WO 60879 / DIN 385727 -DIN 385728 I
YADKIN COUNTY, NC
FILTER
FABRIC
SECTION B - B'
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
1 150 SE MAYNARD RD, SUITE 140
CARY, NC 2751 1
LICENSE # P-1 182
77
PROJECT # SHEET NO.
138 2A
DETAILS
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

0
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F
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W
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0
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CONSTRUCTED RIFFLE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: HARVESTED ON -SITE OR COMPARABLE
RIFFLE BED MATERIAL
SIZE: TBD
THICKNESS: TBD
COIR FIBER MATTING
SEE DETAIL
NOTES FOR CONSTRUCTED RIFFLE STRUCTURES:
1. GRADE STREAMBED AND BANKS TO PROPOSED DIMENSIONS PER
TYPICAL CROSS-SECTION AND PROFILE.
2. EXCAVATE TRENCH BELOW PROPOSED STREAMBED ELEVATION
EQUAL TO OR GREATER THAN RIFFLE THICKNESS,
3. INSTALL COIR FIBER MATTING ALONG STREAMBANKS ENSURING
MATTING IS SUFFICIENTLY TRENCHED ALONG TOE OF BANK.
4.FILL TRENCH WITH RIFFLE BED MATERIAL TO FINAL DESIGN STREAM GRADE.
OFFSET ROCK CROSS VANE SPECIFICATIONS
MATERIALS: SPECIFICATIONS:
TYPE: TBD
SIZE: TBD
BOULDER
NUMBER OF HEADER ROWS: 1
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
STONE BACKFILL
TBD
NOTES FOR OFFSET ROCK CROSS VANE:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON THE
STRUCTURES TABLES.
2. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL
ON UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE DESIGN
DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER
AND FOOTER ROCKS.
5. PLACE FILTER FABRIC BEGINNING ATTHE TOP OF THE HEADER ROCKS AND
EXTENDING DOWN TO THE BOTTOM OF THE FOOTER ROCKS, THEN OUTWARD
THE DISTANCE SPECIFIED.
6. INSTALL STONE BACKFILL AS SHOWN.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION
OF THE TOP OF HEADER ROCK.
REVISIONS
1 1 1 65% DESIGN PLANS I EMP I KLT 101 /08/211
TOP OF BANK
BOTTOM
WIDTH
O
LL
PLAN VIEW
CONSTRUCTED RIFFLE CR
HEAD OF RIFFLE
FLLy
1 R/PELF RIFFLE THICKNESS
-OE OF BANK 2
RIFFLE BED MATERIAL %'T3 o POOL
B' i
PROFILE A -A'
BOTTOM
WIDTH COIR FIBER
COIR FIBER MATTING
MATTING (SEE DETAIL)
FLE BED MATERIAL (SEE DETAIU
TOP OF BANK
TOE OF BANK
COIR FIBER MATTING SHOULD BE
RIFFLE THICKNESS TRENCHED THROUGH RIFFLE BED MATERIAL
RIFFLE BED MATERIAL
SECTION B -B'
0 - ELEVATION POINT (SEE STRUCTURE TABLES)
OFFSET ROCK CROSS VANE D
HEADER ROCK
BANKFULL
2
FLOW v
3 ARM SLOPE
J
STONE BACKFILL —,
1LOW
NQ
2Y
FOOTER ROCK
T
R
mQ
FILTER FABRIC
�N� GqN
gN
PROFILE VIEW A -A'
A'
INSIDE ARM
VANE OUTSIDE ARM
ARM
3
NO GAPS BETWEEN ROCKS
ANGLE
B
4
OUTSIDE ARMS
`B'
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JAI
APPLICANT NUMBER: OOPU19F6-00500
NORTH CAROLINA 268 W
ELKIN, NC 28621
SCOUR
POOL
- _ SCOUR POOL (EXCAVATED)
PER DIRECTION OF ENGINEER
PLAN VIEW
0 - ELEVATION POINT (SEE STRUCTURE TABLES)
STONE BACKFILL
HEADER ROCK
FILTER FABRICS `FOOTER ROCK
SECTION B - B'
VANE ARM CROSS SECTION
DR4543-NC / WO 60879 / DIN 385727 - DIN 385728
YADKIN COUNTY, NC
ECOSYSTEM
PLANNING &
RESTORATION
1 150 SE MAYNARD RD, SUITE 140
CARY, NC 2751 1
LICENSE # P-1 182
77
PROJECT # SHEET NO. ,
138 2B
DETAILS
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

PLAN VIEW- 1
TRENCH EXCAVATION
COIR FIBER MATTING
COMPACTED BACKFILL —
UNDISTURBED
EARTH
/• COIR FIBI
%\ MATTING
DEPTH
SEESTRUCTURE
TABLES
TOE WOOD WITH GEOLIFT TW
1
NSTALL ROOTWADS
'ERPENDICULAR TO FLOW
SEE NOTE 4)
:CAVATE CUT TRENCH (SEE NOTE 3)
W I
!Z m
OF
4 W 41 A
J �
tiJ
A�
4,
PLAN VIEW - 2
ROOTWAD INSTALLATION
LIVE CUTTINGS PLACED UNDERNEATH
COIR FIBER MATTING
GEOLIFTS-ENCASE IN COIR FIBER MATTING
(SEE SPECIFICATIONS)
— LIVE CUTTINGS
4
DENSE BRUSH LAYER: N,.
CONSISTING OF LIMBS,
BRANCHES, SMALL LOGS
ON -SITE ALLUVIUM
WIDTH
SEE STRUCTURE TABLES
REVISIONS
O. DESCRIPTION
1 1 65% DESIGN PLANS
PREPF
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APPLICANT NUMBER: 00&UI9F6-00500
NORTH CAROLINA 268 W
�ELKIN, NC 28621NC 28621
BASEFLOW
- UNCONSOLIDATED BACKFILL:
SOIL AND COBBLE
ROOTWAD
FINISHED BED J
ELEVATION
SECTION VIEW
- ELEVATION POINT (SEE STRUCTURE TABLES)
PLAN VIEW - 3
BRUSH LAYER INSTALLATION
POINT BAR OF CHANNEL
(SEE TYPICAL SECTIONS)
DR4543-NC / WO 60879 / DIN 385727 -DIN 385728 I
YADKIN COUNTY, NC
77
PROJECT # SHEET NO.
138 2C
DETAILS
INSTALL BRUSH MATERIAL (SEE NOTE 5).
AFTER BRUSH LAYER HAS BEEN COMPLETED
INSTALL SOIL LAYER (NOTE 6) AND COVER
WITH COIR FIBER MATTING (NOTE 7).
PLACE LIVE CUTTINGS IN LAYER ON TOP
OF COIR FIBER MATTING (SEE NOTE 8).
TOE WOOD SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
BRUSH MATERIAL
TYPE: BRUSH MATERIAL
SIZE: MIN. 5 FT LONG. 1 INCH DIAMETER
ROOTWAD MATERIAL
TYPE: HARDWOOD
SIZE: MIN. 6 FT LONG MIN. 12 INCH DIAMETER
COIR FIBER MATTING
SEE DETAIL
NOTES FOR TOE WOOD STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON THE
STRUCTURE TABLES.
2. DIG A TRENCH ALONG BANK WHERE TOE WOOD IS TO BE INSTALLED,
TO THE DEPTH AND WIDTH SPECIFIED IN THE DETAILS AND STRUCTURE
TABLES. IF TOE WOOD IS BEING PLACED IN A LOCATION WHERE THERE IS
NOT EXISTING GROUND, PLACE FILL MATERIAL AND COMPACT TO FORM
THE TRENCH FOR THE TOE WOOD MATERIALS.
3. EXCAVATE TRENCH BELOW TOEWOOD GRADE (PLAN VIEW 1). TO ELEVATION
POINTS 2 AND 4.
4. INSTALL ROOTWADS PERPENDICULAR TO THE FLOW AS SHOWN IN PLAN VIEW 2.
5. INSTALL BRUSH MATERIAL INCLUDING BRANCHES, LOGS,
AND BRUSH, AND AT LEAST 1 "IN DIAMETER. LARGE MATERIALS
AND SMALL MATERIALS SHALL BE MIXED, PLACED IN LAYERS NO MORE
THAN I FOOT DEEP, COVERED IN ATHIN LAYER OF ONSITE ALLUVIUM, AND
COMPACTED BEFORE PLACING THE NEXT LAYER OF TOE WOOD MATERIAL.
CONTINUE PLACING MATERIALS TO FORM A DENSE LAYER OF WOODY
MATERIALS AND ONSITE ALLUVIUM TO THE DEPTH AND ELEVATIONS SPECIFIED
(PLAN VIEW 3).
6. PLACE AN UNCONSOLIDATED LAYER OF SOIL AND COBBLE ON TOP OF BRUSH
LAYER.
7. COVER SOIL AND COBBLE LAYER IN COIR FIBER MATTING.
S. INSTALL LIVE CUTTINGS, INCLUDING BRANCHES AND BRUSH, AT LEAST 5 FEET
IN LENGTH, AND AT LEAST 1 INCH IN DIAMETER.
9. CONSTRUCT GEOLIFTS OR PLACE TRANSPLANTS AS SPECIFIED OR DIRECTED
BY THE ENGINEER) TO REBUILD THE STREAMBANK ABOVE THE TOE WOOD LAYER.
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
1 150 SE MAYNARD RD, SUITE 140
CARY, NC 2751 1
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

REVISIONS
1 1 1 65% DESIGN PLANS I EMP I KLT 101 /08/211
,�dydn V��y
s
APPLICANT NUMBER: OO&Ul9F6-00500
NORTH CAROLINA 268 W
ELKIN, NC 28621
STRUCTURE TABLES
TO BE ADDED AT 100% DESIGN
DR4543-NC / WO 60879 / DIN 385727 - DIN 385728
YADKIN COUNTY, NC
ECOSYSTEM
PLANNING &
RESTORATION
1 150 SE MAYNARD RD, SUITE 140
CARY, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO. ,
138
TABLES
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
65%DESIGNPLANS
EMP
KLT
1/08/21
,�dydn V��y
f
it
APPLICANT NUMBER: 00&UI9F6-00500
NORTH CAROLINA 268 W
ELKIN, NC 28621
VEGETATION SELECTION
TO BE ADDED AT 100% DESIGN
DR4543-NC / WO 60879 / DIN 385727 - DIN 385728
YADKIN COUNTY. NC
ECOSYSTEM
PLANNING &
RESTORATION
1 150 SE MAYNARD RD, SUITE 140
CARY, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
138 3A
TABLES
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

2F�a
EP

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