20150982 Ver 1 - Ring_Creek_Sealed_Plans_091815.pdf - 9/25/2015

Strickland, Bev
From:
K4attKoon <mkoon@eprusaoet>
Sent:
Friday, September Z5'ZUl56:ZUAK4
To:
K4onta|wo, Sheri A( Strickland, Bev
Cc:
Kevin; eperdue@eprusaoet;Erin
Subject:
Ring Creek Stamper (DVVR#ZUl5U08Z)
Attachments:
Ring_[reek_Sea|ed_P|ans_001815.pdf
Please see attached.
Matthew Koon
,19-388-0789 (Fax)
ECOS,Y'S I M
PLANNNG &
RE��RA I � �0, N

`�\ r
x
W
0..
F_ r�
vl
W
W
U
V
z
PROJECT
LOCATION IJ
0pA�0
P P
9
VICINITY MAP
INDEX OF SHEETS
1... TITLE SHEET
1 A . . . STREAM CONVENTIONAL SYMBOLS
GENERAL NOTES
STANDARD SPECIFICATIONS
VEGETATION SELECTION
2 -2E... DETAILS
3 TABLES
4 -7... PLAN VIEW
GRAPHIC SCALES
U�
uj 20 10 0 20 J
1111 PLANS �
O 20 10 0 20 40
�11�1
PROFILE (HORIZONTAL)
5 O i 10
PROFILE (VERTICAU
REVISIONS
NO, DESCRIPTION
1 PERMIT SUBMITTAL
RESOURCE INSTITUTE
SURRY COUNTY
LOCATION: OFF BRYANT RD., SURRY COUNTY, NC
TYPE OF WORK: STREAM RESTORATION
AND ENHANCEMENT
STATE PROJECT
REFERENCE NO.
-3�
Cl
NI
039
1
� I
DESIGN DATA
DESIGN STREAM TYPE
- - -
64C
DESIGN REACH LENGTH
- . .
. . 1.950'
BANKFULL XSEC AREA
- - - -
- - 44 FTI
BANKFULLWIDTH
- --
-23.0' -24.8'
BANKFULLDEPTH----------
- -
- - --
W/D RATIO . ........ ...
....... .. ... ..... ...
... 12'. 14'
PROJECTLENGTH
EXISTING STREAM LENGTH -- -..... I...... - 2,322'
PROPOSED DESIGN STREAM LENGTH ---- .r - -..­ 1,950'
c.
\ A
BEGIN CONSTRUCTION
10 +00.00
\
\
\
\
END CONSTRUCTION \ -�
29 +49.98
ENGR. APPROV. DATE
KLT KILT 9/18/15
PREPARED FOR
Ko
KLM x -K( I
�bIlll It
2714 HENNING DR.,
WINSTON - SALEM. NC 27106
RICHARD EVERHART
PROJECTMANAGER
PREPARED IN THE OFFICE OF
ECOSYSTEM 559 JONES FRANKLIN RD
PLANNING & SUITE 150
RALEIGH, NC 27606
RESTORATION LICENSE# P-1 182
TBA KEVIN TWEEDY, PE
LETTING DATE: PROJECTENGINEER
PROJECTENGINEER
Irrcu�m vnAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
SIGNATURE:
P.E.

STREAM CONVENTIONAL SYMBOLS
ac�. ROCKJ -HOOK — ®— SAFETY FENCE
ROCK VANE —TF— TAPE FENCE
OUTLET PROTECTION —1 lh --1Ill- SILT FENCE
Iiiiiiiiin
ROCK CROSS VANE
CONSERVATION EASEMENT
LOG CROSS VANE
DOUBLE DROP ROCK CROSS VANE
----- EXISTING MAJOR CONTOUR
00 o
TEMPORARY SILT CHECK
EXISTING MINOR CONTOUR
t
ROOT WAD
- - - - - -- LIMITS OF DISTURBANCE
ca
LOG J -HOOK
— — — BANKFULL BENCH (GRADE)
FACU
LOG VANE
- - - - - -- LIMITS OF DISTURBANCE
Iiiiiiiiin
LOG WEIR
Percent Planted
LOG CROSS VANE
r-1
CONSTRUCTED RIFFLE
00 o
BOULDER CLUSTER
®`
LOG ROLLER
5%
GRADE CONTROL LOG JAM
Sorghasbum nutans
LOG STEP POOL
-G
FOOT BRIDGE
Percent Planted
TEMPORARY STREAM CROSSING
r-1
PERMANENT STREAM CROSSING
®
TRANSPLANTED VEGETATION
Andropogm gersed
TREE REMOVAL
-G
TREE PROTECTION
Percent Planted
BANK SLOPING AND MATTING
O
CHANNEL FILL
®
GRADE BANK 2:1 OR FLATTER
® TOEWOOD ® GEOLIFT
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
GENERAL NOTES
VEGETATION SELECTION
TEMPORARY SEEDING
S- welific Name Name Rata Dates
Secale cereal, Cereal Rye 1301bs /acre September to Me" (Cod Season)
Umchloa ramosa Broa cp Millet Mlbs /acre April to August (Warm Season)
Total PlanOna Area for Temooran Seadlna 1.5 ..(a)
PERMANENT SEEDING
Permanent herbacecus seed mixtures (w the mandrel site shall be planted in all disturbed areas. Permanent herbaceous
seed mixtures shall be applied with temporary seed, as defined in the construction specifications. Permanent seed shall W
applied at a rate of 151bs/acre.
RIPARIAN BUFFER
Total PlanOna Area for Permanent Seedino: Riparian Buffer 7:5 acre(s)
LIVE STNGNG
Percent Planted
Wasand
S°IsntMC Name
Common Noma
by Species
Tolerance
Andropogm gersed
Big Bice Stem
5%
FAC
Sorghasbum nutans
Yellow Indian Grass
5%
FACU
Dichenthdfum claadesuaum
Dese4ongue Will Grass
15%
FACW
Consensus larlcedfate
_anal, Tick Seed
10%
FAC
Bidens yma0psa (cvsdsmss)
Beggars Tick
5%
FACW
Juncus effusus
Sao Rush
5%
FACW+
SchizachYdum seeped=
Uttle Blue Stem
5%
FACU
Perskaia pensNeardcum
Common Smartweed
5%
FACW
Tdpsacum dsctytddes
Eastern Gamma Grass
5%
FAG
Paeoum Nrgmen
Switchgnes
15%
FAG
Elymus impacts;
Virginia vnldrye
15%
FAC
Agnisus albs
Redtop
10%
FACW
Total
100%
Total PlanOna Area for Permanent Seedino: Riparian Buffer 7:5 acre(s)
LIVE STNGNG
Line stakes will be installed along all stabilized bank
areas, as indicated on the planting plan street, and according to the
constructien speciflcatlons. "Lhe stake At disturbed heMS as shown on plans and details'-.
Common
Percent Planted by Approx. Number of
Welland
Scientific Noma
Name
Species
Stems
Tolerance
Com.. ore .
Silky dogwood
40%
158
FACW+
Salix senicee
Suky willow
40%
156
OBL
Safix sign
Black willow
20%
78
DBL
Total
100%
390
PROJECT SHE _ET N -0
039 1 -A
C SYMBOLOGY / 1
NOTES J
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING Total standee Area for Uwaahes 0.2 aere(s)
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS, AND STRUCTURES.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN. RIPARIAN VEGETATION
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE Riparian wisggetation species (bone-roots) shall be planted in the Hoehn w"ation areas as designated on the plans. Species
PERFORMING THE CONSTRUCTION WORK. shall be planted at an overall density of 450 stems acre, using the mixture of species and percentages listed below. "Mi anon
wgetahon to he planted on all disturbed bankMl benches and terrace slopes as shown on plans and details ".
3. CONSTRUCTION IS SCHEDULED TO BEGIN FALL / WINTER 2015.
4. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE- CALL" BEFORE Percent Planned wadand
EXCAVATION STARTS. (1- 800 -632 -4949) Scientific Name Common Noma by species Tolerance
TREES
BetWe nave Rater Birch 10% FACU
STANDARDSPECIFICATIONS briodaaoectde dells Sypamoa in FACW
Quernnab tWipilen Tulip Poplar 10% FAC {49 A py®
Ouercus lobo Southern Red Oak 10% FACU apeaaaa
NORTH CAROLINA Cuamnapheroa wnlpwOak o% FACU- ®ae
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL aospymavirgraeaa Persimmon ,g% FAC �1QpFESS /p�®ao�
a Q 1 9l
MAY2013 F
SHRUBS � ® ��";\i° o
FACW+
s !' • u
6.08 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE At. eandate T Aidar 10% undem Deazdn Sp ebush 5% FACW ® ®...... o°
e o
6.60 TEMPORARY SEDIMENT TRAP Cemiscanadensla Retlbud s% FACU .� ooFA1 `Z+ >• °�
SemDUCUS Caredansis Elderberry 10%
FA.
/g °osGlN�ea ®.
6.62 TEMPORARY SILT FENCE Comus am". Silky Dogwood 10% FACW+ '?!;+,•y (� �4. �a ��y75
Total 100% O
6.63 TEMPORARY ROCK DAM
6.70 TEMPORARY STREAM CROSSING Total Planfino Area for Riparian V ... Union r 1.1 am($)
REVISIONS + PREPARED FOR: ' ' PREPARED IN THE OFFICE OF: PROJECT ENGINEER
NO. DESCRIPTION ENGR. (wPPROV DATE
1 PERMITSUBMIl-TAL KLT KILT 9/18/15 �Ty- ECOSYSTEM
yl�l�.n RING CREEK - STAMPER SITE PLANNING& IPROGRESSDRESONG�
SURRY COUNTY, NC II FOR REVIEW PURPOSES ONLY
RP.SOURCIi RESTORATION DO NOT USE FOR CONSTRUCTION
INS III UI1E
559 JONES FRANKLIN ROAD, SUITE 150
2714 HENNING DR., WINSTON- SALEM, NC 27106 RALEIGH, NC
+ 4 + (336) 7500522 y + r LICENSE # P -1162 + `

ROCK CROSS VANE SPECIFICATIONS
N I MATERIALS_ SPECIFICATIONS:
TYPE: GRANITEORCOMPARABLE
2 I BOULDER SIZE: 3FTX4FTX5FT
NUMBER OF HEADER ROWS: I
NUMBER OF FOOTER ROWS: I
Y
U TYPE: TYPE 2 NONWOVEN
FILTER FABRIC
Z WIDTH UPSTREAM: 5 FT MINIMUM
R
N
NOTES F[]R fR(]SS VANE STRUCTURES'.
d 1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
p THESTRUCTURESTABLESHEET.
❑ 2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
4 ROCKS, FILTER FABRIC AND STONE BACKFILL.
U 3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
W 4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
¢ SIDE OF THE HEADER AND FOOTER ROCKS.
U 5, PLACE FILTER FABRIC BEGINNING ATTHE TOP OF THE HEADER ROCKS
0 AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
/ 6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
C DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED. FILL IN THE UPSTREAM
N SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THETOP OF THE HEADER ROCK.
U
TRIM FILTER FABRIC EVEN WITH
Z
31
REVISIONS �
m NO.
DESCRIPTION ENGR. PPPROV DATE
g 1
PERMITSUBMITTAL KILT KILT 9/18/15
� ��'
ONSREALLWIUM
FILTER FABRIC
FOOTER ROCK
/
Nf
u
AJ
mrc� r
I r
TYPICAL SECTIONS
RING CREEK
STA. 10 +00 TO STA 19 +50
20'_ _
CKF WIDTH - 23.0'
Q 1
250R — — — — — - - 2.4' 2.5 OR
FIATTER FIATTER
O 1'
–7 6.6 ' 4.9'
TYPICAL RIFFLE CROSS SECTION WITH BENCH
BANKFULL CROSS
SECTIONAL AREA = 44.0 FT2
5'.20'_ BKF WIDTH
_
1� =30,0' � Q 1
2.5 OR
2.SOR
FLATTER FLATTER
`\ 4.2'
4:1
16.8' 4.8' e.a•
J
J
LL
Y
Z ^_
m0
1O
YZ
QW
my
O
O
ARM ANGLE
TYPICAL POOL RIGHT CROSS SECTION WITH BENCH
BANKFULL CROSS
SECTIONAL AREA = 70.0 FT2
1F
f
-INVERT
. B
SCOUR POOL)
SHE
. B
PLAN VIEW
ROCK CROSS VANE E)
J
J
LL
QY_
m
C H
�0
Y2
QW
mW
W�
O
O\ H
7p
0 - ELEVATION POINT (SEE STRUCTURES TABLE)
HEADER ROCK
TOP OF BANK/ BANKFULL ISEE NOTE II
2_6 1.7
FLOW, 3.5 ARM SLOPE
ONSITEALLUVIUM
FOOTER ROCK
FILTER FABRIC
PROFILE VIEW A -A'
VANEARM
PREPARED FOR:
RING CREEK - STAMPER SITE
P4 �/ SURRY COUNTY, NC
REJ()U WE
I Na II I LI'E
2714 HENNING DR..
WINSTON - SALEM, NC 27106 r
PROFILE V I EW B - B'
INVERT
SECTION C - C'
INVERT AND POOL
' PREPARED IN THE OFFICE OF:
.. ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
Y LICENSE # R7 182 Y r
PROJECT# SHEETNO.
039 2 1
C DETAILS 1
SEAL
02 "l2?7
,%!8° ES
PROJECTENGINEER
�rrcvuntaS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
TRIM FILTER FABRIC EVEN WITH
FRONT EDGE OF HEADER ROCK
FLOW
HEADER ROCK
� ��'
ONSREALLWIUM
FILTER FABRIC
FOOTER ROCK
SECTION C - C'
INVERT AND POOL
' PREPARED IN THE OFFICE OF:
.. ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
Y LICENSE # R7 182 Y r
PROJECT# SHEETNO.
039 2 1
C DETAILS 1
SEAL
02 "l2?7
,%!8° ES
PROJECTENGINEER
�rrcvuntaS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

ROCK VANE SPECIFICATIONS
MATERIALS: SPECIFICATIONS:
U
TYPE:
GRANITE OR COMPARABLE
SIZE:
3FTX4FTX5FT
BOULDER
NUMBER OF HEADER ROWS:
1
NUMBER OF FOOTER ROWS:
I
TYPE:
TYPE 2 NON -WOVEN
FILTER FABRIC WIDTH UPSTREAM:
6 FT MINIMUM
LJO7FC FOR P(] K VANF�I STRUCTURES
S
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET.
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
3, PUCE FOOTER ROCKS AND THEN HEADER ROCKSTO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
5. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS. THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN. TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
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 OFTHE HEADER ROCK.
2 OFFSET ROCK CROSS VANE SPECIFICATIONS
B
MATERIALS: SPECIFICATIONS:
N
O TYPE: GRANITE OR COMPARABLE
Z SIZE: 3 FT X 4 FTX 5FT
N BOULDER NUMBER OF HEADER ROWS: 1
al NUMBER OF FOOTER ROWS: 1
tt
U FILTER FABRIC TYPE: N01-FWOVEN
6 FT MI
2 WIDTH UPSTREAM: 6 FT MINIMUM
R
2 NOTES FOR OFFSET ROCK CROSS VANE'
LLI. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON THE
/ STRUCTURESTABLESHEET.
2. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL
O ON UPSTREAM SIDE OF VANE ARM. BETWEEN THE ARM AND STREAMBANK.
Q 3. PLACE FOOTER ROCKS ANDTHEN HEADER ROCKS TO ACHIEVE DESIGN
U DIMENSIONS AND ELEVATIONS.
y 4. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER
w AND FOOTER ROCKS.
¢ 5. PLACE FILTER FABRIC BEGINNING ATTHE TOP OF HTE HEADER ROCKS AND
U EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS. THEN OUTWARD
i THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6, INSTALL STONE BACKFILL AND ONSITE ALLWIUM AS SHOWN. TO THE
¢ DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
y 7. AFTER ALL STONE BACKFILL HAS BEEN PLACED. FILL IN THE UPSTREAM
SIDE FO THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION
N OFTHE TOP OF HEADER ROCK.
N
�VQQO�.E, S�O ••O��
U
e SEAL o
Z
3
REVISIONS
m NO.
DESCRIPTION ENGR. APPROV DATE
8 1
PERMITSUBMITTAL KLT KLT 9/18/15
FILTER FABRIC—
4 ���• /�
rc
VANE ARM CROSS SECTION
N
' PROJECTENGINEER
N¢y
�Ae
PROGRESS DRAWING
SURRY COUNTY, NC
RESTORATION
FOR REVIEW PURPOSES ONLY
;0 .
DO NOT USE FOR CONSTRUCTION
J
4
Y
a-
mF
�0
YZ
Z'
W
0W
ON
O
F
eF
Z
ARM
ANGLE
ROCK VANE RV
HEADER ROCK
TOP OF BANK / BANKFULL (SEE NOTE 11
2 I
FLOW, ARM SLOPE
HEADER ONSITE ALLUVIUM
ROCK r T
- FOOTER
ROCK / FOOTERROCK
FILTER FABRIC
B'
,I
iSCOUR POOL:
1 /
1 A� ROCKS
SILL
PLAN VIEW
0 ELEVATION POINT (SEE STRUCTURES TABLE)
PROFILE VIEW A -A'
VANE ARM
HEADERROCK
ONSITE ALLWIUM
FILTER FABRIC— �-FOOTERROCK
SECTION S - B'
VANE ARM CROSS SECTION
OFFSET ROCK CROSS VANE
PLAN VIEW
0 - ELEVATION POINT (SEE STRUCTURES TABLE)
PREPARED FOR:
NRLS LR
IN'SI I IUIL
2714 HENNING DR.,
WINSTON- SALEM, NC 27106 r
HEADER ROCK
TOP OF BANK/ BANKFULL(SEE NOTE I) 2 1
FLOW, 3 ARM SLOPE
ONSREALLUVIUM -' -
1
/// FOOTER ROCK
FILTER FABRIC—
PROFILE VIEW A -A'
VANEARM
BETWEEN ROCKS
PROJECT# SHEETNO.
r039 2 -A
DETAILS
HEADER ROCK
�VQQO�.E, S�O ••O��
. .. .. .. .. ..
e SEAL o
ONSITEAL LI.�.::.:1.:,.':.:,::.:, � .:: .::......:...
¢, ^s�,$) °j p
©°-pj733
EXCAVATED)
N OF ENGINEER �..: �::
$
R •a
4
FOOTER ROCK
'Y
FILTER FABRIC—
4 ���• /�
SECTION B - B'
VANE ARM CROSS SECTION
PREPARED IN THE OFFICE OF:
' PROJECTENGINEER
ECOSYSTEM
RING CREEK - STAMPER SITE PLANNING&
PROGRESS DRAWING
SURRY COUNTY, NC
RESTORATION
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
559 JONES FRANKLIN ROAD. SUITE 150
RALEIGH, NC
4 , LICENSE # P -1182

NOTES.
1. IF STAKES ARE BEING HARVESTED NEAR THE SITE,
STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. KEEP STAKES COOL AND MOISTWHILE ON THE JOB SITE
AND PRIOR TO INSTALLATION.
3. DO NOTINSTALL STAKES THAT HAVE BEEN SPLIT.
4, STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
5, STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK.
6. STAKES SHOULD BE 1 /2 TO 21NCHES IN DIAMETER AND 2 TO FT LONG.
7. STAKES SHOULD BE INSTALLED LEAVING 1/5 OF STAKE ABOVE GROUND.
TO I OF STREAMSANK 31, TO 6"
LIVESTAKE
TOE OF SLOPE
N
BOTTOM OF CHANNEL
SECTION A -A'
LIVE STAKING
LIVE STAKE SPACING PLAN VIEW
MATTING /-- SMALL ANCHOR TRENCH
NTRENCH
ANCHOR OVERLAP
ON i' CENTERS
-__ -. -... Ilr lowwwwvvww
OVERLAI[MIN)
PLAN VIEW
LACK8COIRFIBERMATTING ILL
ANCHORS
2' -3' CENTERS
MIN
iS ON
2714 HENNING DR.,
f WINSTON- SALEM, NC 27106 ,
�A
INTRENCH
BUDS FACING UPWARD
AFTER INSTALED
` MATTINGSHALLBE
LIVE CUTTING MIN. 1 /2" OIA,
PLACED IN TRENCH,
BACKFILLED, AND COMf
NOTES:
PATTERN TO SPECIFIED SPACING
I. IN AREAS TO BE MATTED. ALL SEEDING. SOIL
AMENDMENTS. AND SOIL PREPARATION MUST BE
STREAM BED 6" BURIED BELOW STREAMBED
COMPLETED PRIOR TO PLACEMENT OF COIR
L—A
FIBERMATTING.
BACKFILL WITH
2. WOODEN STAKES AS DIRECTED BY THE ENGINEER.
STREAMBED MATERIAL
WOODEN STAKES ARE PREFERRED. USE STAPLES
AS SMALL ACHORS MUST BE PRE - APPROVED BY
THE ENGINEER PRIOR TO INSTALLATION.
CC C
N
TYPICAL CROSS SECTION
REVISIONS
PREPARED FOR: -'
NO. DESCRIPTION ENGR. APPROV
DATE
i PERMITSUBMITTAL KLT KLT
TT
9/18/15 , / o
KL OCKCL
I NS II LIIL
2714 HENNING DR.,
f WINSTON- SALEM, NC 27106 ,
�A
STOP OF STREAMBANK
BUDS FACING UPWARD
AFTER INSTALED
LIVE CUTTING MIN. 1 /2" OIA,
PLANT STAKES FROM TOP OF BANK TO TOE
OF BANK IN A DIAMOND SHAPED STAGGERED
PATTERN TO SPECIFIED SPACING
L—A
PLAN VIEW
SQUARECUTTOP
BUDS FACING UPWARD
AFTER INSTALED
LIVE CUTTING MIN. 1 /2" OIA,
2' -3' LENGTH
9
ANGLE CUT 30 -45 DEGREES-/
LIVE STAKE DETAIL
COIR FIBER MATTING LARGEANCHORS
2 "X 2" (NOMINA0
WOODEN STAKE
LARGE
- ANCHORS ON
3' CENTERSALONG CEMER
24"
LARGE
�ANCHORSON
2' CENTERS ALONG TOE
SMALLANCHORS
WOODEN STAKE
11"
J
1
STAPLE
E
rJ
PROJECT#t (77=N 0)
039 2 -B 1
CDETAILS 1
SEAL.
02T3 7
ANCHOR OPTIONS
F PREPARED IN THE OFFICE OF: PROJECT ENGINEER
ECOSYSTEM
RING CREEK - STAMPER SITE
PLANNING & PROGRESS DRAWING
I
SURRY COUNTY, NC ri-
FOR REVIEW PURPOSES ONLY
RESTORATION DO NOT USE FOR CONSTRUCTION
559 JONES FRANKLIN ROAD. SUITE 150
RALEIGH. NC
LICENSE # P -1 182
Y f 1 f 4

NO.
1
PLANTING SPECIFICATIONS
CROSS SECTION VIEW OF BARE ROOT PLANTING CROSS SECTION VIEW OF CONTAINER PLANTING
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOTES.
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMIDATE EXPECTED EQUIPMENT.
2, LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES.
3, MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT MUD INTO STREETS.
4. MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.
S. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS OF THE ENTRANCE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONTRUCTION ENTRANCES AS SHOWN ON PLANS. OR AS DIRECTED BY THE ENGINEER.
7. USE CLASS "A" STONE OR OTHER COURSE AGGREGATE APPROVED BY THE ENGINEER.
8. INSTALL CONTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONTRUCTION ENTRANCES
WHEN LEAVING THE PROJECT SITE.
J
FA
REVISIONS PREPARED FOR:
DESCRIPTION ENGR. APPROV DATE
PERMITSUBMITTAL KILT KLT 9/18/15
Ko RING CREEK - STAMPER SITE
SURRY COUNTY, NC
KLSOL WL
2714 HENNING DR..
r WINSTON - SALEM, NC 27106 f i
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
i LICENSE #87182
PROJECT# SHEETNO.
039 2-C 1
CDETAILS J
PROJECT ENGINEER
On-
(PROGRESS DRAWING(
FOR REVIEW PURPOSES ONLY 11
DO NOT USE FOR CONSTRUCTION
NOTES:
1. PLANT CONTAINER PLANTS IN LOCATIONS INDICATED ON PLANS.
2. WHEN PREPARING THE HOLE FOR A POTTED PLANT OR SHRUB
NOTES..
DIG THE HOLE 8 12 INCHES LARGER THAN THE DIAMETER OF THE
I. PLANT BARE ROOT SHRUBS AND TREES TO THE WIDTH OFTHE
POTAND THE SAME DEPTH AS THE POT.
BUFFER AS SHOWN ON THE PLANS.
3. REMOVE THE PLANT FROM THE POT. LAY THE PLANT ON RS SIDE
2. ALLOW FOR 610 FEET BETWEEN PLANTINGS, DEPENDING ON SIZE
IF NECESSARY TO REMOVE THE POT.
AND RATE STAED IN VEGETATION SELECTION.
4. IF THE PLANT IS ROOTBOUND (ROOTS GROWING IN A SPIRAL
3. LOOSEN COMPACTED SOIL.
AROUND THE ROOT BALD, MAKE VERTICAL CUTS WTTH A KNIFE
TOPOFSTREAMBANK OR SPADE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS.
4. PLANT IN HOLES MADE BY A MATTOCK. DIBBLE. PLANTING BAR,
ALSO MAKE A CRISSCROSS CUT ACROSS THE BOTTOM OF THE BALL.
OR OTHER APPROVED MEANS.
5. PLACE THE PLANT IN THE HOLE.
5. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOWTHE ROOTS
6. FILL HALF OF THE HOLE WITH SOIL (SAME SOIL REMOVED FOR BACKFILU.
TO SPREAD OUT AND DOWN WITHOUT JROOTING.
7. WATER THE SOIL TO REMOVE AIR POCKETS AND FILL THE REST
6. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT
OF THE HOLE WITH THE REMAINING SOIL.
BY MEANS OF WET CANVAS. BURLAP. OR STRAW.
7. HEM-4N PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY
PLANTED UPON ARRIVALTO PROJECT SITE,
CROSS SECTION VIEW OF BARE ROOT PLANTING CROSS SECTION VIEW OF CONTAINER PLANTING
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOTES.
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMIDATE EXPECTED EQUIPMENT.
2, LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES.
3, MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT MUD INTO STREETS.
4. MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.
S. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS OF THE ENTRANCE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONTRUCTION ENTRANCES AS SHOWN ON PLANS. OR AS DIRECTED BY THE ENGINEER.
7. USE CLASS "A" STONE OR OTHER COURSE AGGREGATE APPROVED BY THE ENGINEER.
8. INSTALL CONTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONTRUCTION ENTRANCES
WHEN LEAVING THE PROJECT SITE.
J
FA
REVISIONS PREPARED FOR:
DESCRIPTION ENGR. APPROV DATE
PERMITSUBMITTAL KILT KLT 9/18/15
Ko RING CREEK - STAMPER SITE
SURRY COUNTY, NC
KLSOL WL
2714 HENNING DR..
r WINSTON - SALEM, NC 27106 f i
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
i LICENSE #87182
PROJECT# SHEETNO.
039 2-C 1
CDETAILS J
PROJECT ENGINEER
On-
(PROGRESS DRAWING(
FOR REVIEW PURPOSES ONLY 11
DO NOT USE FOR CONSTRUCTION

` REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 PERMITSUBMITTAL KLT KLT 9/18/1Er
TEMPORARY SILT FENCE
j�'6'MAXIMUM -
GEOTEXTILE
IImII —
LI�t
PREPARED FOR:
RIS(�
URCI
IN61I IT T[
2714 HENNING DR.,
WINSTON- SALEM, NC 27106
. +
STEEL POST -2' -0" DEPTH
NOTES_
I. USE GEOTEXRLE FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE STEEL POSTS.
2. PROVIDE S'STEEL POST OF THE SELF - FASTENER ANGLE STEEL TYPE.
3. REMOVE ONCE AREA IS STABLE.
RING CREEK - STAMPER SITE
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
riECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD. SUITE 150
RALEIGH. NC
r i LICENSE # P -1 182
r PO0CT# SHEETNO.
39
2 -D 1
DETAILS J
SEAL
027334
ltd-1s
PROJECT ENGINEER
(PROGRESS DRAWING(
II FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
� + r

FOUNDATION LOGS
TO BE INSTALLED IN
CUTTRENCHES
AS SHOWN
(SEENOTE3)
4
O\\\\Y
31
4� y�� 1 /
PLAN VIEW - 1
FOUNDATION LOG INSTALLATION
COIR FIBER MATTING -
COMPACTED BACKFILL -
UNDISTURBED
EARTH i
���
MA FIBER
MATTING
1
DEPTH
SE
STRUCTURE
TABLE
DENSE BRUSH LAYER:
CONSISTING OF LIMBS.
BRANCHES AND SMALLLOGS
ALL LOG ANGLES 20 - -30°
TANGENTTO TOP OF BANK
i .0 4
REVISIONS * I
NO. DESCRIPTION ENGR. APPROV DATE
1 PERMITSUBMITTAL KLT KLT 9/18/15
TOE WOOD WITH GEOLIFT O
/T
PLAN VIEW -2
ROOTWAD INSTALLATION
IGS PLACED UNDERNEATH
MATTING
GEOLIFTS -5 FT WIDE AND 2"THICK.
ENCASE IN COIR FIBER MATTING
(SEESPECIFICATIONS)
� LIVE CUTTINGS
BASEFLOW
UNCONSOLIDATED BACKFILL :
SOILAND COBBLE
RCOTWAD
WIDTH _ I .•rte /\ .��
SEESTRUCTURETABLE FINISHED BED
ELEVATION
SECTION VIEW
- ELEVATION POINT (SEE STRUCTURES TABLE)
PREPARED FOR:
I NS IIU Ill
2714 HENNING DR.,
WINSTON- SALEM, NC 27106 Y ,
1STALL ROOTWADS ON TOP
F FOUNDATION LOGS
ERPENDICULAR TO FLOW
:EE NOTE 4)
I
PLAN VI EW - 3
BRUSH LAYER INSTALLATION
POINT BAR OF CHANNEL
(SEETYPICALSECTIONS
RING CREEK - STAMPER SITE
SURRY COUNTY. NC
PROJECT# SHEET NO.
( 039 2 -E l
DETAILS J
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).
MATERIALS:
TOE WOOD SPECIFICATIONS
SPECIFICATIONS'
BRUSH MATERIAL TYPE: BRUSH MATERIAL
SIZE: 5 "LONG 1 INCH DIAMETER
ROOTVAD MATERIAL TYPE: HARDWOOD
SIZE: 1 O FT LONG MIN. 12 INCH DIAMETER
FOUNDATION LOGS TYPE: HARDWOOD
SIZE: 10 FT LONG. 10 INCH DIAMETER
COIRFIBERMATTING TYPE: NETTING (SEE SPECIFICATIONS)
NOTES FOR TOE WOOD STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON THE
STRUCTURE TABLE SHEET.
2. DIG ATRENCH ALONG BANK WHERE TOE WOOD IS TO BE INSTALLED.
T-
THETRENCH FOR THE TOE WOOD MATERIALS.
3. FOUNDATION LOGS SHALL MEET THE MINIMUM DIAMETER LISTED ABOVE.
AND BE STRAIGHT. HARDWOOD. AND NOT ROTTEN. EXCAVATE TRENCH BELOW
TOEWOOD GRADE FOR FOUNDATION LOG INSTALLATION. PLACE
FOUNDATION LOGS AS SHOWN IN THE PLAN VIEW 1 TO FORM A FOUNDATION
FOR THETOE WOOD MATERIALSTO LAY UPON. THEANGLE BETWEEN
THE TANGENT LINE OFTHE BANK AND THE UPSTREAM FACE OFTHE
FOUNDATION LOG SHALL BE BETWEEN 20T0 30 DEGREES.
4. INSTALL ROOTWADS ON TOP OF FOUNDATION LOGS, 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 1 FOOT DEEP, COVERED IN ATHIN LAYER OF ONSTE ALLUVIUM, AND
COMPACTED BEFORE PLACING THE NEXT LAYER OF TOE WOOD MATERIAL.
CONTINUE PLACING MATERIALSTO FORMA 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 SOILAND COBBLE LAYER IN COIR FIBER MATTING.
S. INSTALL LIVE CUTTINGS, INCLUDING BRANCHES AND BRUSH, AT LEAST 5 FEET
IN LENGTH. AND AT LEAST I INCH IN DIAMETER,
9. CONSTRUCT GEOLIFTS OR PLACE TRANSPLANTS NS SPECIFIED OR DIRECTED
BY THE ENGINEER) TO REBUILD THE STREAMBANK ABOVE THE TOE WOOD LAYER.
' PREPARED IN THE OFFICE OF:
PROJECT ENGINEER
PLANNING &
ArECOSYSTEM
ORA 'ING�
IrFcu�Fct55
FOR REVIEW PURPOSES ONLY
RESTORATION
DO NOT USE FOR CONSTRUCTION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
y r LICENSE # P4 182
i
4

Parameter
Stream Name
Rosgen Stream Type
Drainage
Area (sq mi)
-Reach Length (ft)
Minimum I Maximum
IBankfull Width (ft)
"C" Channel Design Criteria
BBanktull Mean Depth (ft)
0.4 I 1.5
1Width/Depth Ratio
C
I Bankfull Area (sq R)
1.0 1 2.2
I Bankfull Max Depth (ft)
1
1 Wdth of Floodprone Area (ft)
1
Entrenchment Ratio
o
Max Pool Depth (ft)
e
E
IRalloofMax Pool Depth to
0
Bankfull Depth
I
Pool Width (ft)
1
Rato of Pool Width to Bankfull
1
Width
0.1
1Pool to Pool Spatting (ft)
0.6
Ratio of Pool to Pool Spacing W
8.0
Bankfull Width
1.37
Bank Height Ratio
1.2
Meander Length (R)
equipment from the site.
(Meander Length Ratio
I
Radius of Curvature (ft)
'm
1Radius of Curvature Ratio
a
Meander BeltWidth (ft)
MMeander Width Ratio
Sinuosity
I
Valleyslope (fvt)
m
1WSSlope(M)
a1Pool
Slope (R/R)
Ratio of Pool Slope to WS Slope
m
D16 (mm)
m
ID35 (mm) I
IDSO(mm)
°mm
ID84(mm)
I Der, (mm)
GEOMORPHOLOGICAL TABLE
I Existing I
Reference Criteria
I Minimum I Maximum I Average
Minimum I Maximum
Ring Creek (Stamper Reach)
"C" Channel Design Criteria
2014 WNCSI
0.4 I 1.5
1 84c
C
1 3.9
1.0 1 2.2
1 2322
1
24.7 28.1 26.1
1
1.3 2.2 1.7
I
1
1 11.3 21.2 1 16.0
12.0 1 18.0
1 37.4 53.9 1 44.6 1
1
1 2.2 2.7 1 2.4 I
I
1 31.3 51.9 1 38.8 1
1
1 1.2 1.8 1 1.5
1
I 4.0 I 5.8 I 4.6
0.1
2.3 3.4
I 2.7
2.0
3.5
10 1 40
20
1 230.9 1
110.8
0.4 I 1.5
I 0.8
1.1
1.5
1.0 1 2.2
1.5
1 12.0
1 1
0.0 0.1
0.1
3.5 I
6.0
1.0
1 2.2 1
1.5
1.0
1.1
44.3
1 230.9 1
110.8
3.5
I
1.7
8.8 1
4.2
7.0
1 12.0
6.2
114.1 1
31.1
12.0
1
0.2
1 4.4 1
1.2
2.0
3.5 1
2.2
1 77.5 1
15.5
(November to May).
> 54.6 1
0.1
3.0 1
0.6
3.5
8.0
1.37
1.2
I 1.6
equipment from the site.
0.0080
I
0.0058
I
I
0.0001
I
I
0.02
1
0.3
0.5
I
1
18.5
I
1
68.4
I
1
106.3
I
I
2.0
Design
Minimum
I Maximum
Ring Creek (Stamper Reach)
2014 WNCSI
83.7
B4c
3.5
3.9
3. Temporary staging areas shall be established as shown on the plans. Install silt fence around the down -
1950
23.0
24.8
1.8
5. The restored channel sections shall be stabilized with in -stream structures, erosion control matting, and
I 1.9
12.0
14.0
371
4
.9 1
2.1
2.7 1
27.6
(November to May).
> 54.6 1
1.2
1 > 2.2 1
3.7
I 6.5 I
2.0
I 3.5
25.3
1 35.0
1.1
I 1.5
83.7
1 143.4
3.5
I 6.0
1.0
184.0
7.0
62.0
2.0
92.0
3.5
NOTE:
GEOMORPHOLOGICAL TABLE PROVIDED FOR PERMITTING REVIEW PURPOSES.
CONTRACTOR SHALL NOT USE THE INFORMATION FOR CONSTRUCTION PURPOSES.
REVISIONS ' PREPARED FOR: '
N1 DESCRIPTION EKILT p KILT DATE
1 PERMIT SUBMITTAL KILT KILT 9/18/15
RI SOU IKIE
INbIIILIE
2714 HENNING DR., WINSTON- SALEM, INC 27106
[phone]
r
I �
1.14
0.0080
0.0070
0.0001
0.02
0.3
0.5
18.5
68.4
106.3
1.1
313.0
12.0
92.0
3.5
210.0
8.0
CONSTRUCTION SEQUENCE
r777-77) SHEETNO.
1. Any utility locations shown on these plans are approximate. The Contractor shall have all utilities within the
039 O
project limits located and marked prior to beginning construction. The Contractor will be responsible for the
`
repair of any utilities damaged during construction.
1DONOTUSIEFORC
'ES
2. A gravel, Class A stone "construction entrance ", shall be installed as shown on the plans.
TABLES
1
3. Temporary staging areas shall be established as shown on the plans. Install silt fence around the down -
slope perimeter of the staging /stockpile areas to avoid sediment runoff.
4. Construction shall proceed upstream to downstream.
i
5. The restored channel sections shall be stabilized with in -stream structures, erosion control matting, and
seeding. Earthwork shall be staged such that no more channel will be disturbed than can be stabilized by the
end of the work day.
6. Excess soil materials shall be disposed of in areas shown on the plans, with silt fence installed on the stream
side(s).
7. Bank and floodplain vegetation, including live stakes, are preferably installed during the dormant season
(November to May).
8. Staging and stockpile areas, and sift fences shall be removed and the ground shall be repaired to stable
conditions once planting is complete or once they are no longer needed. Field areas shall be left smooth and
free of depressions, mounds, trash, rubble, and rocks. The construction entrance may also be removed or left in
place if approved by Engineer.
9. The Contractor shall ensure that the project is free of trash and leftover materials prior to demobilization of
equipment from the site.
RING CREEK - STAMPER SITE
SURRY COUNTY, NC
STRUCTURES TABLE
STRUCTURES TABLE WILL BE ADDED DURING FINAL DESIGN
MAI
SEAL
02>2?;
NOTES:
1. STRUCTURES SHALL BE BUILT TO DIMENSIONS AND SPECIFICATIONS SHOWN.
2. ANY PROPOSED CHANGES MUST BE APPROVED BY THE ENGINEER.
PREPARED IN THE OFFICE OF:
PROJECT ENGINEER
PLANNING &
raECOSYSTEM
PROGRESS DRAWING
RESTORATION
1DONOTUSIEFORC
'ES
NSfRUOCTIONI
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # R3 182
i

ov
2
1,175
O
1,165
a
w --
K
V
a
a
a 1,155
❑ .r
❑a
x --
u
0
z
K —
a
0 1,145
NI
N
U
Z
31
m NO.
8 1
rc
N
NI
N�
aC`+
BEGIN CONSTRUCTION
STA. 10+00.00
1UVE
AMORE
E
— EXISTING GROUND
PROJECT# SHEETNO.
039 4
PLAN / l
PROFILE 1
6�
) O 20 40
SCALE (FT)
°o m °o o° DESIGN BANKFULL r
rn�o r'� ono vii 0(6 °°� nm °m °off
o o p y
0
f J N N �p _
it J J II II _I J a J Q 11 J 0
--------------------------- `w aw aw aw -___ry2 O
_ v
__ -w aw -' nw
aw ,T ��
J
a w +
- —` —............
_`
2 IL ry � /+ yy�� w
_,.- . II VA� J
a w DESIGN THALWEG U
) _I I� �.... }I nF. '� �:: - -� �` — I �;: 1 -;. j - „e°n4��� _ �4f _k
-
II I �
�I I -
10 +00 11 +00
REVISIONS . '
DESCRIPTION ENGR. APPROV DATE
PERMIT SUBMITTAL KILT KILT 9/18/15
1.
12 +00 13 +00 14+00 15 +00
PREPARED FOR ` PREPARED IN THE OFFICE OF: PROJECTENGINEER
ECOSYSTEM
RING CREEK - STAMPER SITE PLANNING & urcAWING
SURRY COUNTY, NC I FOR REVIEW PURPOSES ONLY
el RESTORATION DO NOT USE FOR CONSTRUCTION
559 JONES FRANKLIN RD. SUITE 150
RALEIGH, NC 27606
i
LICENSE# P-1 182 ` i

&1762015
.... CTS \RD00039 WNG$I_2014 \RING CREEK \CADO \PIANR \RING CREEK P$H OS.OGN
41j+• nicC
♦ f
+
Z
O
T
3 m
in
N
C A
OJ
� 0 w
�Z<
N
O
r z
v
� A
O
b
°
m
rn
X
Z
in o
C n
.-0 X
-< mn
0
D
CT
Z m
n ZJ
(n
m
m
V
A
v
D
m
°
0
m
0
m
0
+
f
♦ O
f
N
UI
0 A
1'
m
n >m m
zin .ZJ -o rri
M,z uzP N D o i
Amo z O 0
Neu z N 21
m 0
N O
O z
O�x
zo
om0
m
mm 0
M
mom m
T
Om m
0v0 z
,MX z
ImD m
co*
m
CMG A
n Z-
� mz
O �
0
A fn m v
I
MATCHLINE SHEET 4 STA. 15+00.00
P1= 15+08.00
EL= 1,162.44 / i PI =15 +00.00
EL= 1,164.02
-- PI 15 +25.00
EL=I. 164 02
P1 =15 +50.00
EL= 1,163.64
PI 15 +75.00
L EL =1 163.48 1
- PI =15 +83.00
EL= 1,161.90
/II P1 =16 +00.00
P EL= 1,163.48
0/I
N I
' P1 =16+25.00 '
Z EL= 1,162.94 �.
2
m
n 1
/ I j m
1 i z
n
i n
\ I cc
� ; o
1 P1= 17+30.00
i EL= 1,162.54 j
{
PI= 17+47001 -
EL= 1,163.55
I
1 i PI= 17+6200
PI =17170.00 EL 116213 /
EL= 1,16056 'I
�I
IIPI= 17187.00
EL -1 162 73
� 1
' PI= 18+25 00
1 EL 1 161 56
S I o
1
ik7 �a�
°7
• ,,11
I
!tee
L7`
Sn�pTm`3
OQ
I
•j1
� I
1
7
Ti
1
cm
! P1= 18193.82
- _-
r
- -I - --
EL= 116136
0
o
I
1
1 P1 =19 +16 85
• EL= 1,161.20
J/ asaaoa
ik7 �a�
°7
• ,,11
I
!tee
L7`
Sn�pTm`3
OQ
I EL= 1,160.47 -
•j1
J/ asaaoa
PI= 20+00.00
OQ
I EL= 1,160.47 -
•j1
� I
MATCHLINE SHEET 6 STA, 20 +00.00
� A
\v
r
I t
e ✓r/
A
m
0
m
O
m
m
rt
nz
-i3
no
7, 0
0 m
m
�>
x0
Cal
r�
A
00
O �� tt
L N
Z
O

1,175
PROJECT# SHEETNO.
039 6
CPLAN /
PROFILE
- 0 p
– — EXISTING GROUND x o e N
DESIGN BANKFULL,
x -� 1,165 N .n a n o n �-..I l -i .�3 =ft�r{ ®� de9e.° ® N
m
� pee r
a W —__-- - - - - -a w n w a w_ a w
—_ —.
Z U m m a w
lu
U1155 L , ' rvN n rv- 1 \�� \vl ��,, •— �� �
a DESIGN THALWEG + ` -
O
x
� I - 1
0 1,145 III
ui 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00
u
+ +
3� REVISIONS PREPARED FOR: � PREPARED IN THE OFFICE OF: PROJECT ENGINEER
m NO. DESCRIPTION ENGR. APPROV DATE ECOSYSTEM
g 1 PERMITSUBMITTAL KILT KLT 9/18/15
RING CREEK - STAMPER SITE (PROGRESS DRAWING
�n SURRY COUNTY, NC PLANNING & FOR REVIEW PURPOSES ONLY
oW RESTORATION DO NOT USE FOR CONSTRUCTION
3� 559 JONES FRANKLIN RD, SUITE 150
r + ` R LIALEIGH, NC
NSE #P -21182
L

1.175
1,165
1,155
1,145
NO.
1
PROJECT# SHEETNO.
039 7
PLAN /
PROFILE
END CONSTRUCTION
29 +49.98
r�1 NAD 83
20 10 O 20 1 A
410
11
1 I
SCALE (FT)
eeaee�e�e ®�e_e ®® �e: eee�see�eese:• e�ea�ee�eee��ee sesee>�e��ee�ee:•eeeeaaa eaawea� ®� ® ® ®®
O
I _ -
_- _ • _ - __ . — _ EXISTING G_ RI OUND BO N (N _ + J O AN K [ESIGN
1 lW
'
?I W V I A - :�_ •- O O � N C
I OO �
N _ _
_ .
_•____ _ _ __ • W O- W 4 W R W �I '�' _ J � J j� II II O � � P _
J d W 6 W d W 6 W II �I N II
°om I
°O
O N
N � i
E w DESIGN THALWEG i' m J
a w
a w
25 +00 26 +00 27 +00 26 +00 29 +00
REVISIONS a
DESCRIPTION ENGR. APPROV DATE
PERMITSUBMITTAL KLT KILT 9/18/15
PREPARED FOR:
r
RING CREEK - STAMPER SITE
SURRY COUNTY, NC
+ a
PREPARED IN THE OFFICE OF:
.. ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P -1 182
30 +00
+ PROJECT ENGINEER
(PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
y a .