16357-Bethel Park_90%plans_31August2023

Site
Bethel Park Restoration
Morganton, North Carolina
for
City of Morganton
Title Sheet 0.1
Legend 0.2
General Notes and Sequence 0.3
Project Overview 0.4
Demolition Plan 1.0 - 1.4
East Prong Hunting Creek Plan and Profile 2.1.1 - 2.1.5
Fiddlers Run Plan and Profile 2.2.1 - 2.2.4
Grading Plan 3.0 - 3.4
Park Drainage Plan 4.0 - 4.4
Erosion & Sediment Control Plan - Phase 1 - Perimeter Control 5.0 - 5.4
Erosion & Sediment Control Plan - Phase 2 - Stream Construction 5.5 - 5.9
Erosion & Sediment Control Plan - Phase 3 - Park Improvements 5.10- 5.14
Planting Tables 6.0
Planting Plan 6.1 - 6.4
Details 7.1 - 7.6
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90% Plans
August 31, 2023
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Engineering:
Wildlands Engineering, Inc
497 Bramson Ct, Suite 104
Mount Pleasant, SC 29464
[phone]
Geoff Smith, PE
Sheet Index
Project Directory
Vicinity Map
Not to Scale
Owner:
City of Morganton
305 E. Union St. Suite A100
Morganton, NC 28655
Attn: Rob Winkler
[phone]
[e-mail]
Site Coordinates
Latitude
35° 44' 26.52"
Longitude
-81° 39' 38.52"
Address: 600 Bethel Road,
Morganton, NC 28655
BEFORE YOU DIG!
IT'S THE LAW!
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
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Legend
Existing Thalweg
Existing Property Line
Existing Major Contour
Existing Minor Contour
Existing Overhead Electric
Existing Underground Electric
Existing Sanitary Sewer
Existing Water Line
Existing Fence
Existing Asphalt Walking Trail
Existing Wetland
Existing Tree
Existing Disc Golf Hole
Existing Bridge (To Be Removed)
Existing Culvert
Existing Parking Lot
CE CE CE
10+00
OHE OHE
100100
SS SS SS
Existing Features Proposed Features Erosion Control Features
Proposed Various Constructed Riffles Per Plans
See Details 1-3, Sheet 7.1
Proposed Crayfish Glide
See Detail 4, Sheet 7.1
Proposed Boulder Toe
See Detail 1 & 2, Sheet 7.2
Proposed Brush Toe
See Detail 3, Sheet 7.2
Proposed Log Sill
See Detail 1, Sheet 7.3
Proposed Log J-Hook
See Detail 3 Sheet 7.3
Proposed W-Weir
See Detail 4, Sheet 7.3
Proposed Park Access
Proposed Structures
Proposed Temporary Silt Fence
See Detail 1, Sheet 7.4
Proposed Temporary Stream Crossing - Timber Mat
See Detail 3, Sheet 7.4
Proposed Temporary Stream Crossing - Culvert
See Detail 4, Sheet 7.4
Proposed Channel Plug
See Detail 2, Sheet 7.5
Proposed Turbidity Curtain
See Detail 3, Sheet 7.5
Proposed Check Dam
See Detail 3, Sheet 7.6
Proposed Stockpile Area
Proposed Staging/Stockpile Area
Proposed Limits of Disturbance
Proposed Thalweg Alignment
Proposed Bankfull
Proposed Major Contour
Proposed Minor Contour
Proposed Conservation Easement
Proposed Asphalt Walking Trail (By Others)
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LOD LOD
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Projection
SITE SURVEY AND DESIGN WERE COMPLETED USING THE NORTH CAROLINA COORDINATE SYSTEM.
HORIZONTAL DATUM: NAD 1983 NORTH CAROLINA STATE PLANES
VERTICAL DATUM: NAVD 1988
UNIT: US FOOT
1.THE CONTRACTOR SHALL CONTACT NORTH CAROLINA 811 PRIOR TO SITE MOBILIZATION.
2.PRIOR TO SITE MOBILIZATION, THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ON-SITE ACCESS POINTS AND EXISTING PARK INFRASTRUCTURE (E.G., PARK
SIGNAGE, GATES, PARKING LOTS, ETC.) VIA VIDEO OR STILL PHOTOGRAPHY AND PROVIDE TO THE ENGINEER OF RECORD. PRIOR TO DEMOBILIZATION ACTIVITIES, ACCESS
POINTS MUST BE RESTORED, AT A MINIMUM, TO EXISTING SITE CONDITIONS.
3.PRIOR TO SITE MOBILIZATION, THE CONTRACTOR SHALL ERECT SIGNAGE DESIGNATING BETHEL PARK AS A CONSTRUCTION ZONE WITH TYPICAL WORK HOURS DISPLAYED.
4.SET UP TEMPORARY FACILITIES, IF APPLICABLE, AND MOBILIZE EQUIPMENT AND MATERIALS TO THE SITE.
5.INSTALL PERIMETER ESC MEASURES (PHASE 1) AS SHOWN ON THE PLANS AND IN THE ORDER LISTED IN THE ESC SEQUENCE INCLUDING STAGING AND STOCKPILE AREAS,
SILT FENCE, TURBIDITY CURTAINS, AND TEMPORARY STREAM CROSSINGS. INDIVIDUAL TREE PROTECTION FENCING MAY BE ADDED IN THE FIELD AT THE DISCRETION OF
THE ENGINEER OF RECORD.
6.PLACE ANY IMPORTED MATERIALS WITHIN THE LIMITS OF PROTECTED STOCKPILE AREAS AS SHOWN IN THE ESC PLANS.
7.FOLLOWING INSTALLATION OF ESC MEASURES, CONDUCT DEMOLITION OF EXISTING SITE FEATURES AS SHOWN IN THE PLANS.
PHASE I - STREAM RESTORATION AND FLOODPLAIN BENCH EXCAVATION
8.ENSURE THAT PHASE 1 OF THE ESC SEQUENCE IS IMPLEMENTED AND IS FUNCTIONING PROPERLY BEFORE ANY CLEARING OR GRUBBING ACTIVITIES COMMENCE.
9.CLEAR ALL TREES, EXCEPT FOR THOSE MARKED BY THE ENGINEER, FROM THE PROPOSED STREAM CORRIDOR OF FIDDLERS RUN. STOCKPILE ALL TREES ON SITE WITHIN ANY
ESTABLISHED, PROTECTED, AND APPROVED STOCKPILE AREA(S).
10.HARVEST REUSABLE SUBSTRATE FROM THE EXISTING CHANNEL AS DIRECTED BY THE ENGINEER OF RECORD AND STOCKPILE WITHIN ANY APPROVED AND PROTECTED
STOCKPILE AREA(S).
11.PERFORM EXCAVATION AND GRADING OF FIDDLERS RUN OFFLINE OF THE EXISTING CHANNEL FROM APPROXIMATE STATION 201+00 TO 210+00 AND FROM STATION
211+00 TO THE PROPOSED CONFLUENCE WITH EAST PRONG HUNTING CREEK. FLOW WILL BE MAINTAINED IN THE EXISTING CHANNEL.
12.SEED AND MAT STREAM BANKS AND FLOODPLAIN AREAS ACCORDING TO THE PLANS AND SPECIFICATIONS.
13.PLACE ALL EXCAVATED MATERIAL IN DESIGNATED AND PROTECTED STOCKPILE AREAS. THE CONTRACTOR WILL ENSURE THAT ESC PRACTICES ARE PROPERLY FUNCTIONING
IN STOCKPILE AREAS AS SHOWN ON THE ESC PLAN SHEETS.
14.TIE THE NEWLY EXCAVATED CHANNEL INTO THE EXISTING CHANNEL AT THE SOUTHERN AND NORTHERN EXTENTS OF FIDDLERS RUN. UTILIZE A PUMP AROUND TO WORK
IN DRY CONDITIONS.
15.RELOCATE THE INSTALLED SILT FENCE AS DEFINED IN PHASE 2 OF THE ESC SEQUENCE TO FACILITATE FLOODPLAIN GRADING AND FILLING THE EXISTING CHANNEL WITH
THE RECENTLY EXCAVATED MATERIAL. ANY EXCESS FILL MATERIAL WILL BE STORED IN THE APPROVED STOCKPILE AREA(S). IF ADDITIONAL FILL MATERIAL IS NEEDED, THE
CONTRACTOR MAY BEGIN CLEARING AND OFFLINE CHANNEL EXCAVATION AT THE UPSTREAM EXTENT OF EAST PRONG HUNTING CREEK.
16.FILLING THE ABANDONED CHANNEL SHOULD INCLUDE INSTALLING CHANNEL PLUGS AS NOTED IN THE PLANS AND SPECIFICATIONS.
17.CLEARING AND GRUBBING ACTIVITIES ALONG EAST PRONG HUNTING CREEK MAY NOT COMMENCE UNTIL PHASE 1 OF THE ESC SEQUENCE HAS BEEN IMPLEMENTED AND
APPROVED BY THE ENGINEER OF RECORD.
18.CLEAR ALL TREES, EXCEPT FOR THOSE MARKED BY THE ENGINEER, NECESSARY TO FACILITATE CHANNEL CONSTRUCTION AND GRADING AT THE UPSTREAM EXTENT OF EAST
PRONG HUNTING CREEK AS SHOWN ON THE PLANS. STOCKPILE ALL TREES AND BRUSH IN APPROVED AND PROTECTED STOCKPILE AREA(S) OR AS DIRECTED BY THE
ENGINEER.
19.PERFORM EXCAVATION AND GRADING OF EAST PRONG HUNTING CREEK OFFLINE OF THE EXISTING CHANNEL FROM APPROXIMATE STATION 101+00 TO 110+00. FLOW
WILL BE MAINTAINED IN THE EXISTING CHANNEL. STOCKPILE EXCAVATED MATERIAL WITHIN ANY OF THE APPROVED AND PROTECTED STOCKPILE AREA(S).
20.TIE THE NEW CHANNEL INTO THE EXISTING CHANNEL AT THE SOUTHERN EXTENT OF THE PARK AND DOWNSTREAM OF STATION 110+00. UTILIZE A PUMP AROUND TO
WORK IN DRY CONDITIONS.
21.FILL THE EXISTING CHANNEL AND GRADE THE FLOODPLAIN BENCH TO THE GRADES SHOWN ON THE PLANS CONCURRENTLY. THE INSTALLED SILT FENCE ALONG THE WEST
BANK OF EAST PRONG HUNTING CREEK MAY BE RELOCATED AS DEFINED IN PHASE 2 OF THE ESC SEQUENCE.
22.UTILIZE A PUMP AROUND TO EXCAVATE THE PROPOSED STREAM WHILE FILLING THE OLD CHANNEL CONCURRENTLY UNTIL APPROXIMATE STATION 118+00. THE
CONSTRUCTED CHANNEL MUST BE TIED INTO THE EXISTING CHANNEL AND STABILIZED AT THE END OF EACH WORKDAY TO FACILITATE FLOW THROUGH EAST PRONG
HUNTING CREEK AT ALL TIMES.
23.WHEN THE NEW CHANNEL IS TIED INTO THE EXISTING CHANNEL AT STATION 118+00, EXCAVATE THE REMAINDER OF EAST PRONG HUNTING CREEK TO THE CONFLUENCE
WITH FIDDLERS RUN. UPON COMPLETION, FILL BOTH OF THE EXISTING CHANNELS AND ALLOW BOTH STREAMS TO FLOW THROUGH THE NEWLY CONSTRUCTED
CHANNELS.
24.WHEN EAST PRONG HUNTING CREEK STREAM GRADING IS COMPLETE, THE PROPOSED BRIDGE CROSSING MAY BE INSTALLED. THE CONTRACTOR MUST ENSURE THAT
FLOW WILL BE MAINTAINED THROUGH OR AROUND EAST PRONG HUNTING CREEK THROUGHOUT THE DURATION OF THE BRIDGE INSTALLATION.
25.GRADE ANY REMAINING EXTENTS OF THE FLOODPLAIN BENCH AS SHOWN ON THE PLANS. ANY EXCESS MATERIAL WILL BE STORED IN ANY OF THE APPROVED STOCKPILE
AREA(S).
26.ONCE ALL PHASES OF CHANNEL AND FLOODPLAIN BENCH GRADING ARE COMPLETE, PREPARE THE FLOODPLAIN BENCH FOR PLANTING PER THE SPECIFICATIONS.
27.APPLY PERMANENT SEED AND PLANT VEGETATION ALONG THE STREAM BANKS AND IN THE FLOODPLAIN BENCH PER THE PLANS AND SPECIFICATIONS.
PHASE II - INTERIOR PARK GRADING
28.GRADE THE PROPOSED WALKING TRAIL LOOP AND CONNECTING TRAILS TO THE ELEVATIONS SHOWN ON THE PLANS.
29.TRANSPORT EXCESS FILL MATERIAL FROM THE STOCKPILE AREA(S) TO THE STOCKPILE AREA AT THE SOUTHERN EXTENT OF THE PARK TO FACILITATE GRADING SOUTH OF
THE PROPOSED WALKING TRAIL AS SHOWN ON THE PLANS.
30.COMPLETE FINAL GRADING WITHIN THE PROPOSED WALKING TRAIL FROM THE SOUTHERN EXTENT AND THE NORTHERN EXTENT CONCURRENTLY.
31.INSTALL THE DRAINPIPES IN THE PARK AT THE LOCATIONS AND ELEVATIONS SPECIFIED IN THE PLANS. FOLLOWING PIPE INSTALLATION, RETURN ANY DISTURBED TRAIL TO
THE PROPOSED GRADE IN THE PLANS.
32.UPON REACHING FINAL GRADE, TRANSPORT ANY EXCESS FILL MATERIAL OUT OF THE INTERIOR OF THE PARK, IF NECESSARY.
33.PLANT THE REMAINDER OF THE AREAS IN THE PARK PER THE PLANS AND SPECIFICATIONS.
34.ONCE PERMANENT SEED IS ESTABLISHED, MINIMUM 70% COVERAGE IS ACHIEVED, AND THE ENGINEER OF RECORD APPROVES, REMOVE ANY REMAINING TEMPORARY
STREAM CROSSINGS, STOCKPILE AREAS, AND ESC PRACTICES. NO ESC PRACTICES SHALL BE REMOVED WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD.
35.THE CONTRACTOR SHALL REMOVE ALL TRASH, DEBRIS, AND ANY LEFTOVER CONSTRUCTION MATERIALS PRIOR TO DEMOBILIZATION.
36.DEMOBILIZE EQUIPMENT FROM THE SITE.
37.DEMOBILIZE ALL EQUIPMENT, OFFICES, BUILDINGS, AND OTHER TEMPORARY FACILITIES ASSEMBLED ON SITE.
Construction Sequence
General Notes
PHASE 1 - PERIMETER CONTROL
1.INSTALL TURBIDITY CURTAIN UPSTREAM OF THE EXISTING BOX CULVERT ON BETHEL ROAD.
2.ESTABLISH THE STAGING/STOCKPILE AREA AND ASSOCIATED SILT FENCE ALONG THE PARKING LOT IN THE EASTERN SIDE OF THE PARK.
3.INSTALL A CHECK DAM DOWNSTREAM OF THE EXISTING CULVERTS IN EAST PRONG HUNTING CREEK.
4.INSTALL SILT FENCE ALONG THE WEST BANK OF EAST PRONG HUNTING CREEK. ACCESS FOR ESTABLISHING SILT FENCE SHALL OCCUR BY UTILIZING THE EXISTING STREAM
CROSSINGS.
5.INSTALL THE STOCKPILE AREA AND ASSOCIATED SILT FENCE IN THE SOUTHERN PORTION OF THE PARK.
6.ESTABLISH THE STOCKPILE AREA AND ASSOCIATED SILT FENCE ALONG THE PARKING LOT IN THE NORTHWEST CORNER OF THE PARK.
7.INSTALL SILT FENCE ALONG THE EXISTING WETLANDS TO THE WEST OF FIDDLERS RUN. ACCESS FOR ESTABLISHING THE SILT FENCE SHALL OCCUR FROM THE EXISTING
PARKING LOT IN THE NORTHWEST CORNER OF THE PARK.
8.INSTALL SILT FENCE ALONG THE EAST BANK OF FIDDLERS RUN. ACCESS FOR ESTABLISHING SILT FENCE SHALL OCCUR BY UTILIZING THE EXISTING STREAM CROSSING.
PHASE 2 - STREAM CONSTRUCTION
1.ESTABLISH THE TEMPORARY CULVERT STREAM CROSSING ON EAST PRONG HUNTING CREEK AS SHOWN ON THE PLANS.
2.INSTALL THE TEMPORARY TIMBER MAT STREAM CROSSINGS AND ASSOCIATED DOWNSTREAM CHECK DAMS ALONG FIDDLERS RUN AS SHOWN ON THE PLANS.
3.STOCKPILE AREAS MAY BE INSTALLED AND UTILIZED AT THE CONTRACTOR'S DISCRETION. EACH ACTIVE STOCKPILE AREA SHALL BE SURROUNDED WITH SILT FENCE ON THE
DOWNSTREAM SIDE WHICH EXTENDS TO THE INNER PARK SIDE A MINIMUM OF 50% OF THE STOCKPILE LENGTH AND EXTENDS TO THE STREAM SIDE A MINIMUM OF 80% OF
THE STOCKPILE LENGTH.
4.TEMPORARY STREAM CROSSINGS SHALL BE REMOVED CONCURRENT WITH FILLING THE EXISTING CHANNEL WITH RECENTLY EXCAVATED MATERIALS AND GRADING THE
FLOODPLAIN BENCH.
5.INSTALL THE TEMPORARY STREAM CROSSINGS IN THE AREAS SHOWN ON THE PLANS TO FACILITATE ACCESS ACROSS THE NEWLY CONSTRUCTED PORTION OF EAST PRONG
HUNTING CREEK.
6.ONCE GRADING AND STABILIZATION OF EAST PRONG HUNTING CREEK IS COMPLETED, AND FLOW HAS BEEN REDIRECTED INTO THE NEW CHANNEL, REMOVE PHASE 1 SILT
FENCE FROM THE LEFT BANK OF THE EXISTING CHANNEL, AND PLACE ALONG THE LEFT BANK OF THE NEW CHANNEL TO PRECLUDE SEDIMENT TRANSPORT INTO THE NEW
CHANNEL FROM THE PARK.
7.UPON COMPLETION OF GRADING AND STABILIZATION OF FIDDLERS RUN AND REDIRECTION OF FLOW INTO THE NEWLY GRADED CHANNEL, PHASE 1 SILT FENCE SHALL BE
MOVED TO THE RIGHT TOP-OF-BANK OF FIDDLERS RUN TO FACILITATE FLOODPLAIN GRADING AND TO PRECLUDE SEDIMENT TRANSPORT INTO THE CHANNEL FROM THE
PARK AREA.
PHASE 3 - PARK IMPROVEMENTS
1.BEGIN GRADING AND STABILIZING THE PROPOSED WALKING TRAIL AT THE SOUTHERN LIMITS OF THE PARK AND WORK CONCURRENTLY ALONG BOTH SIDES OF THE TRAIL
UNTIL FINISH GRADE ELEVATIONS OF THE TRAIL HAVE BEEN ACHIEVED. THIS SHALL BE COMPLETED PRIOR TO INTERIOR GRADING OF THE PARK.
2.THE PROPOSED WALKING TRAIL SHALL ACT AS A DIVERSION BERM FOR PARK INTERIOR EARTHWORK.
Erosion and Sediment Control Sequence
1.ALL EROSION AND SEDIMENT CONTROL (ESC) PRACTICES SHALL COMPLY WITH THE 2013 NORTH CAROLINA (NC) EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
2.ALL GRADED AREAS WITH SLOPES STEEPER THAN 3:1 WILL BE STABILIZED WITHIN SEVEN WORKING DAYS. ALL OTHER AREAS WILL BE STABILIZED WITHIN FOURTEEN DAYS.
3.STAGING AND STOCKPILE AREAS ARE DEPICTED IN THE ESC PLAN SHEETS. ADDITIONAL OR ALTERNATIVE STAGING AND/OR STOCKPILE AREAS MAY BE UTILIZED BY THE
CONTRACTOR WITH PRIOR APPROVAL FROM THE OWNER AND THE ENGINEER, PROVIDED THAT ALL PRACTICES COMPLY WITH THE NC DEQ STORMWATER DESIGN MANUAL
AND THE AREA/PRACTICE IS APPROVED BY THE OWNER PRIOR TO IMPLEMENTATION.
4.THE CONTRACTOR WILL ENSURE THAT ESC PRACTICES ARE PROPERLY FUNCTIONING IN STOCKPILE AREAS AS SHOWN ON THE ESC PLAN SHEETS.
5.THE CONTRACTOR WILL MAKE EVERY EFFORT TO AVOID DAMAGING OR REMOVING EXISTING TREES THAT HAVE NOT BEEN DESIGNATED FOR REMOVAL. CONSTRUCTION
ACTIVITIES SHALL BE LIMITED WITHIN THE DRIP LINE OF TREES THAT ARE DESIGNATED TO REMAIN UNLESS OTHERWISE NOTED ON THE PLANS.
6.THE CONTRACTOR SHALL NOT EXCEED THE LIMITS OF DISTURBANCE (LOD) ILLUSTRATED ON THE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND OWNER.
7.THE CONTRACTOR SHALL UTILIZE A PUMP AROUND SYSTEM TO DIVERT FLOW AROUND ACTIVE WORK AREAS, AS NECESSARY, WHEN CONDUCTING CHANNEL EXCAVATION OR
TYING NEW CHANNELS INTO THE EXISTING CHANNELS ON FIDDLERS RUN AND EAST PRONG HUNTING CREEK.
8.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY VEGETATION, MATERIALS, OR DEBRIS WITHIN THE SITE LIMITS AS DIRECTED BY THE ENGINEER.
9.ANY UNAUTHORIZED DAMAGE TO EXISTING STRUCTURES OR GROUNDS DUE TO CONSTRUCTION ACTIVITIES WILL BE REPAIRED OR REPLACED TO A CONDITION THAT MEETS
OR EXCEEDS THE PREVIOUS STANDARD. REPAIRS WILL OCCUR AT THE EXPENSE OF THE CONTRACTOR.
10.THE CONTRACTOR WILL COORDINATE WITH THE ENGINEER AND OWNER PRIOR TO CLOSING ANY PARKING LOTS, ROADWAYS, OR PARK AMENITIES (I.E., BASKETBALL COURTS,
TENNIS COURTS, DOG PARK, WALKING TRAIL, PLAYGROUND, ETC.).
11.ALL LOG SILLS AND LOG J-HOOK STRUCTURES SHALL BE CONSTRUCTED AS DIRECTED BY THE ENGINEER IN THE FIELD.
12.THE ENGINEER WILL PROVIDE (1) A STORMWATER PERMIT (2) 404 PERMIT THAT AUTHORIZE THE LAND DISTURBANCE ACTIVITIES AND IMPACTS TO THE WATERS OF THE U.S.
AS DEPICTED ON THE PLANS (3) NCDOT ENCROACHMENT PERMIT AND (4) FEMA APPROVED CLOMR. THE CONTRACTOR WILL BE RESPONSIBLE FOR SECURING ALL OTHER
NECESSARY PERMITS AND AUTHORIZATIONS TO COMPLETE THE WORK.
13.THE TRAFFIC ENGINEER FOR THE CITY OF MORGANTON MUST BE CONSULTED AS NEEDED.
14.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE COC
CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (3-NOI) FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE E-NOI FORM MAY ONLY BE FILLED OUT
ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLANS MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX,
AND ACCESSIBLE DURING INSPECTION.
15.THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO SETUP A MEETING WITH NCDEQ DIVISION OF ENERGY, MINERAL AND LAND RESOURCES REGIONAL (RALEIGH)
OFFICE, 919-791-4200, TO NOTIFY THEM OF THE START DATE AND SCHEDULE A PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO PROJECT ACTIVATION.
16.EQUIPMENT STORAGE WITHIN THE PARK WHEN THE SITE IS NOT ACTIVELY BEING WORKED ON IS PROHIBITED. EQUIPMENT, FUEL TANKS, AND FACILITIES MUST BE LOCATED
WITHIN THE TWO PARKING LOT AREAS AND ADJACENT STOCKPILE AREAS WHEN NOT IN ACTIVE USE.
17.WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE
OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL
PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
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SHEET 2.1.1
SHEET 2.1.2
SHEET 2.1.3
SHEET 2.1.4
SHEET 2.2.1
SHEET 2.2.2
SHEET 2.2.3
SHEET 2.2.4
SHEET 2.1.5
EWT 25 LLC
PARCEL ID: 2713040633
CITY OF MORGANTON
PARCEL ID: 2713047373
THOMAS F & ALICE P JOHNSON
PARCEL ID: 2713142528
CHARLES DALMER WOODARD
PARCEL ID: 2713143460
GARY MARK JOHNSON
PARCEL ID: 2713143048
LANELLE P JENNINGS
PARCEL ID: 2713133867
ROBERT ERIC & SHEILA H JONES
PARCEL ID: 2713133701
J M & CHARLOTTE M SIMASEK
PARCEL ID: 2713132556
J M & CHARLOTTE M SIMASEK
PARCEL ID: 2713132447
MTC LLC
PARCEL ID: 2703929457
CITY OF MORGANTON
PARCEL ID: 2713033871
ROBERT JOSEPH & VICTORIA LYNN CLAYTON
PARCEL ID: 2713032927
MULL INC
PARCEL ID: 2713153547
ROBERT JOSEPH & VICTORIA LYNN CLAYTON
PARCEL ID: 2713041045
PROPOSED PARK ACCESS
PROPOSED PARK ACCESS
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(HORIZONTAL)
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SHEET 1.2
SHEET 1.3
SHEET 1.4
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3
0'100'200'300'
(HORIZONTAL)
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Existing Park Structure To Be Removed
Existing Tree To Be Removed
Demolition Legend
1
0
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5
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T

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H
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C
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K
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED (TYP)
EXISTING DISC GOLF HOLE
TO BE REMOVED (TYP)
EXISTING DISC GOLF INFRASTRUCTURE
TO BE REMOVED (TYP)
EXISTING UNDERGROUND ELECTRIC
TO BE REMOVED (TYP)
EXISTING OVERHEAD ELECTRIC
TO REMAIN (TYP)
EXISTING SEWER
TO REMAIN (TYP)
EXISTING TREE
TO BE REMOVED (TYP)
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7

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0'40'80'120'
(HORIZONTAL)
Sheet IndexSheet Index
FI
D
D
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P
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H
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SHEET 1.4
SHEET 1.3
SHEET 1.2
SHEET 1.1
1
0
4
5
10
4
5
10
4
5
1045
1045
10
4
0
1
0
4
5
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S
S
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X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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T

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H
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C
R
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E
K
RECREATIONAL AREA TO REMAIN
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED (TYP)
EXISTING DISC GOLF HOLE
TO BE REMOVED (TYP)
EXISTING DISC GOLF INFRASTRUCTURE
TO BE REMOVED (TYP)
EXISTING FENCE
TO BE REMOVED
EXISTING CULVERTS
TO BE REMOVED
EXISTING UNDERGROUND ELECTRIC
TO BE REMOVED (TYP)
EXISTING PARKING LOT
TO REMAIN
EXISTING TREE
TO BE REMOVED (TYP)
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t
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c
k
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d

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N
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:
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a
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B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
D
e
m
o
l
i
t
i
o
n

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
1.
2
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
De
m
o
l
i
t
i
o
n

P
l
a
n
Sheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 1.4
SHEET 1.3
SHEET 1.2
SHEET 1.1
N
0'40'80'120'
(HORIZONTAL)
1
0
4
5
10
4
0
1
0
4
5
1
0
5
0
1
0
6
0
1
0
5
5
10
4
0
1040
10
4
0
1
0
5
5
1
0
5
5
1
0
6
5
106
0
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
X
X
X
X
X
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FI
D
D
L
E
R
S

R
U
N
EXISTING FENCE
TO BE REMOVED
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED (TYP)
EXISTING UNDERGROUND ELECTRIC
TO BE REMOVED (TYP)
EXISTING BRIDGE
TO BE REMOVED
EXISTING PARKING LOT
TO REMAIN
EXISTING OVERHEAD ELECTRIC
TO REMAIN (TYP)
EXISTING TREE
TO BE REMOVED (TYP)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
D
e
m
o
l
i
t
i
o
n

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
1.
3
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
De
m
o
l
i
t
i
o
n

P
l
a
n
Sheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 1.4
SHEET 1.3
SHEET 1.2
SHEET 1.1
N
0'40'80'120'
(HORIZONTAL)
10
4
0
1
0
5
5
104
5
1040
10
4
0
1
0
4
5
1
0
5
0
1
0
6
0
1040
10
4
0
10
4
0
1
0
5
5
1
0
5
5
1
0
6
5
106
0
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
OUE
OUE
OUE
OUE
OUE
OUE
OUEOUEOUEOUEOUEOUEOUEOUE
O
U
E
O
U
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
O
U
E
OUE OUE OUE OUE OUE OUE OUE OUE
OUE
OUE
OUE
OUE
OUE
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FID
D
L
E
R
S

R
U
N
BETHEL ROAD
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
EXISTING UNDERGROUND ELECTRIC
TO BE REMOVED (TYP)
EXISTING BRIDGE
TO BE REMOVED
EXISTING PARKING LOT
TO REMAIN
EXISTING WATERLINE
TO REMAIN
EXISTING SEWER
TO REMAIN (TYP)
EXISTING OVERHEAD ELECTRIC
TO REMAIN (TYP)
EXISTING TREE
TO BE REMOVED (TYP)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
D
e
m
o
l
i
t
i
o
n

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
1.
4
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
De
m
o
l
i
t
i
o
n

P
l
a
n
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
Sheet Index
SHEET 1.4
SHEET 1.3
SHEET 1.2
SHEET 1.1
N
0'40'80'120'
(HORIZONTAL)
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OUEOUEOUEOUEOUEOUEOUEOUEOUEOUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE CECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CR-NM
C
R
-
C
H
CR-NM
EAST
P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED (TYP)
FILL EXISTING CHANNEL (TYP)
DISC GOLF HOLE
TO BE REMOVED (TYP)
DISC GOLF INFRASTRUCTURE
TO BE REMOVED
STA: 100+00
BEGIN EAST PRONG
HUNTING CREEK
REACH 1
100+0
0
101+0
0
10
2
+
0
0
103+00
104+00
104
5
1045
1045
1
0
4
5
10
4
5
1
0
4
0
104
0
1045
1045
10
4
5
M
A
T
C
H

L
I
N
E

-

S
T
A

1
0
4
+
0
0
1035
1040
1045
1050
1035
1040
1045
1050
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00
-0.3%-0.8%
-0.3%-0.7%
-0.3%
-0.3%
PROPOSED GRADE
PROPOSED BANKFULL
EXISTING GRADE
STA = 100+00
ELEV = 1041.60
STA = 100+70
ELEV = 1041.38
ST
A

=

1
0
1
+
0
0
EL
E
V

=

1
0
4
1
.
1
4
STA = 101+00
ELEV = 1036.35
ST
A

=

1
0
1
+
5
0
EL
E
V

=

1
0
3
6
.
3
5
ST
A

=

1
0
1
+
7
5
EL
E
V

=

1
0
4
1
.
0
4
ST
A

=

1
0
2
+
1
1
EL
E
V

=

1
0
4
0
.
9
2
ST
A

=

1
0
2
+
5
7
EL
E
V

=

1
0
4
0
.
5
9
ST
A

=

1
0
2
+
7
7
EL
E
V

=

1
0
3
5
.
8
7
ST
A

=

1
0
2
+
9
7
EL
E
V

=

1
0
3
5
.
8
7
ST
A

=

1
0
3
+
1
7
EL
E
V

=

1
0
4
0
.
5
9
0'20'40'60'
(HORIZONTAL)
N
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n

a
n
d

P
r
o
f
i
l
e
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
1
.
1
08
.
3
1
.
2
0
2
3
Sheet Index
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ea
s
t

P
r
o
n
g

H
u
n
t
i
n
g

C
r
e
e
k

P
l
a
n

a
n
d

P
r
o
f
i
l
e
Re
a
c
h

1
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 2.2.1
SHEET 2.2.2
SHEET 2.2.3
SHEET 2.2.4
SHEET 2.1.1
SHEET 2.1.2
SHEET 2.1.3
SHEET 2.1.4
0'2'4'6'
(VERTICAL)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
SHEET 2.1.5
10.5'10.5'14'
BANKFULL WIDTH = 35'
Dmax = 3.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8'
Typical Sections - Reach 1
Riffle
Pool
3:13:1
4:1 3:1
4.5'
1:1
1:
1
4.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8.3'
Pool with Structure
4:1 3:1
4.5'
1:
1
1:1
4.5'
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
3.5'
3.5'
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
X
X
X
X
X
X
X X
X
X
X
X
X
OUEOUEOUEOUE
OUEOUEOUEOUEOUEOUEOUEOUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
CE
CE
CE
CE
CE
CECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CR-NM
C
R
-
N
M
CR-
N
M
EAST PRONG HUNTING CREEK
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED (TYP)
EXIST
I
N
G

A
S
P
H
A
L
T

W
A
L
K
I
N
G

T
R
A
I
L
FILL EXISTING CHANNEL (TYP)
PROPOSED ASPHALT WALKING TRAIL
BY OTHERS
DISC GOLF HOLE
TO BE REMOVED (TYP)
104+00 10
5
+
0
0
1
0
6
+
0
0
107+00
108
+
0
0
109+
0
0
PROPOSED LOG SILL
1045
1045
10
4
5
10
4
5
1045
1045
1045
1
0
3
5
104
0
1
0
4
5
1045
10501055 1045
104
0
104
5
MA
T
C
H

L
I
N
E

-

S
T
A

1
0
4
+
0
0
M
A
T
C
H

L
I
N
E

-

S
T
A

1
0
8
+
3
0
1033
1035
1040
1045
1033
1035
1040
1045
104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+30
-0.7%-0.3%-0.9%
-0.3%
-0.3%
ST
A

=

1
0
4
+
5
4
EL
E
V

=

1
0
3
9
.
9
4
ST
A

=

1
0
6
+
0
5
EL
E
V

=

1
0
3
9
.
4
8
PROPOSED GRADE
PROPOSED BANKFULL EXISTING GRADE
PROPOSED CRAYFISH GLIDE
ST
A

=

1
0
4
+
1
3
EL
E
V

=

1
0
4
0
.
2
8
ST
A

=

1
0
4
+
5
4
EL
E
V

=

1
0
3
9
.
9
8
ST
A

=

1
0
4
+
7
3
EL
E
V

=

1
0
3
5
.
2
5
ST
A

=

1
0
4
+
9
1
EL
E
V

=

1
0
3
5
.
2
5
STA = 105+10
ELEV = 1039.98
ST
A

=

1
0
5
+
7
4
EL
E
V

=

1
0
3
9
.
7
8
ST
A

=

1
0
6
+
0
5
EL
E
V

=

1
0
3
9
.
5
1
STA = 106+06
ELEV = 1034.67
ST
A

=

1
0
7
+
0
1
EL
E
V

=

1
0
3
4
.
6
7
ST
A

=

1
0
7
+
5
0
EL
E
V

=

1
0
3
9
.
2
1
0'20'40'60'
(HORIZONTAL)
N
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n

a
n
d

P
r
o
f
i
l
e
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
1
.
2
08
.
3
1
.
2
0
2
3
Sheet Index
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ea
s
t

P
r
o
n
g

H
u
n
t
i
n
g

C
r
e
e
k

P
l
a
n

a
n
d

P
r
o
f
i
l
e
Re
a
c
h

1
0'2'4'6'
(VERTICAL)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
10.5'10.5'14'
BANKFULL WIDTH = 35'
Dmax = 3.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8'
Typical Sections - Reach 1
Riffle
Pool
3:13:1
4:1 3:1
4.5'
1:1
1:
1
4.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8.3'
Pool with Structure
4:1 3:1
4.5'
1:
1
1:1
4.5'
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
SHEET 2.2.1
SHEET 2.2.2
SHEET 2.2.3
SHEET 2.2.4
SHEET 2.1.1
SHEET 2.1.2
SHEET 2.1.3
SHEET 2.1.4
SHEET 2.1.5
3.5'
3.5'
OHE
OHE
X
X
X
X
X
X
X
X X X X X X X X
X X X X X X X
X
X
X
X X X X X
X
X
X
X
X
X X X X X X X
X X
X
X X X X X X X X X X X X X
OUE
OUE
OUE
OUE
OUE
OUE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
CE
CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CR-NM
CR-N
M
CR-ALR
CR-CH
EAST PRONG HUNTING CREEK
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED (TYP)
PROPOSED BRIDGE
FORPARK ACCESS
EXISTING PARKING
LOT TO REMAIN
EXISTING FENCE
TO BE REMOVED
FILL EXISTING CHANNEL (TYP)
EXISTING 26 LF DUAL 48" CMP CULVERTS
TO BE REMOVED
PROPOSED ASPHALT WALKING TRAIL
BY OTHERS
108+0
0
109+00
11
0
+
0
0
111+00
112+
0
0
113+00
10
4
5
1040
1040
1040
1045
1
0
3
5
1045
MA
T
C
H

L
I
N
E

-

S
T
A

1
0
8
+
3
0
MA
T
C
H

L
I
N
E

-

S
T
A

1
1
2
+
8
0
1032
1035
1040
1045
1032
1035
1040
1045
108+30 108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 112+80
-0.3%
-0.8%-0.3%-0.6%
-0.4%
-0.5%
PROPOSED GRADE
PROPOSED BANKFULL
EXISTING GRADE
ST
A

=

1
0
8
+
3
8
EL
E
V

=

1
0
3
8
.
9
3
STA = 108+80
ELEV = 1038.61
ST
A

=

1
0
9
+
0
0
EL
E
V

=

1
0
3
4
.
3
9
ST
A

=

1
0
9
+
1
9
EL
E
V

=

1
0
3
4
.
3
9
ST
A

=

1
0
9
+
3
8
EL
E
V

=

1
0
3
8
.
6
1
ST
A

=

1
1
0
+
0
3
EL
E
V

=

1
0
3
8
.
4
0
ST
A

=

1
1
0
+
3
7
EL
E
V

=

1
0
3
8
.
1
9
STA = 110+48
ELEV = 1034.31
ST
A

=

1
1
0
+
6
0
EL
E
V

=

1
0
3
4
.
3
1
ST
A

=

1
1
0
+
7
2
EL
E
V

=

1
0
3
8
.
1
9
ST
A

=

1
1
1
+
6
7
EL
E
V

=

1
0
3
7
.
7
9
ST
A

=

1
1
1
+
7
7
EL
E
V

=

1
0
3
3
.
9
0
ST
A

=

1
1
1
+
8
7
EL
E
V

=

1
0
3
3
.
9
0
ST
A

=

1
1
1
+
9
7
EL
E
V

=

1
0
3
7
.
7
9
ST
A

=

1
1
2
+
4
3
EL
E
V

=

1
0
3
7
.
5
7
STA = 112+44
ELEV = 1032.68
0'20'40'60'
(HORIZONTAL)
N
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n

a
n
d

P
r
o
f
i
l
e
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
1
.
3
08
.
3
1
.
2
0
2
3
Sheet Index
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ea
s
t

P
r
o
n
g

H
u
n
t
i
n
g

C
r
e
e
k

P
l
a
n

a
n
d

P
r
o
f
i
l
e
Re
a
c
h

1
0'2'4'6'
(VERTICAL)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
10.5'10.5'14'
BANKFULL WIDTH = 35'
Dmax = 3.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8'
Typical Sections - Reach 1
Riffle
Pool
3:13:1
4:1 3:1
4.5'
1:1
1:
1
4.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8.3'
Pool with Structure
4:1 3:1
4.5'
1:
1
1:1
4.5'
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
SHEET 2.2.1
SHEET 2.2.2
SHEET 2.2.3
SHEET 2.2.4
SHEET 2.1.1
SHEET 2.1.2
SHEET 2.1.3
SHEET 2.1.4
SHEET 2.1.5
3.5'
3.5'
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
OUEOUEOUEOUEOUEOUEOUEOUEOUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE OUE
OUE OUE OUE OUE OUE OUE OUE OUE OUE
CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
CE CE CE CE CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CR-N
M
CR-A
L
R
CR-NM
EAST PRONG HUNTING CREEK
EXISTING BRIDGE
TO BE REMOVED
FILL EXISTING CHANNEL (TYP)
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED (TYP)
PROPOSED ASPHALT WALKING TRAIL
BY OTHERS
113+00
11
4
+
0
0
115+
0
0
116+
0
0
117+00
1040
1045
104
0
1045
1040
1
0
4
0
1040
1040
M
A
T
C
H

L
I
N
E

-

S
T
A

1
1
2
+
8
0
M
A
T
C
H

L
I
N
E

-

S
T
A

1
1
7
+
2
0
1030
1035
1040
1045
1030
1035
1040
1045
112+80 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+20
-0.3%-0.8%
-0.3%-0.6%-0.3%
-0.3%
PROPOSED BANKFULL EXISTING GRADE
PROPOSED GRADE
ST
A

=

1
1
3
+
1
1
EL
E
V

=

1
0
3
2
.
6
8
ST
A

=

1
1
3
+
4
6
EL
E
V

=

1
0
3
7
.
3
2
ST
A

=

1
1
4
+
0
4
EL
E
V

=

1
0
3
7
.
1
3
ST
A

=

1
1
4
+
3
2
EL
E
V

=

1
0
3
6
.
9
1
STA = 114+33
ELEV = 1032.41
ST
A

=

1
1
4
+
8
0
EL
E
V

=

1
0
3
2
.
4
1
ST
A

=

1
1
5
+
0
4
EL
E
V

=

1
0
3
6
.
8
1
ST
A

=

1
1
5
+
7
3
EL
E
V

=

1
0
3
6
.
5
9
ST
A

=

1
1
6
+
1
8
EL
E
V

=

1
0
3
6
.
3
2
ST
A

=

1
1
6
+
3
1
EL
E
V

=

1
0
3
2
.
4
6
ST
A

=

1
1
6
+
4
5
EL
E
V

=

1
0
3
2
.
4
6
ST
A

=

1
1
6
+
5
8
EL
E
V

=

1
0
3
6
.
3
2
ST
A

=

1
1
7
+
1
0
EL
E
V

=

1
0
3
6
.
1
5
PROPOSED CRAYFISH GLIDE
0'20'40'60'
(HORIZONTAL)
N
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n

a
n
d

P
r
o
f
i
l
e
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
1
.
4
08
.
3
1
.
2
0
2
3
Sheet Index
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ea
s
t

P
r
o
n
g

H
u
n
t
i
n
g

C
r
e
e
k

P
l
a
n

a
n
d

P
r
o
f
i
l
e
Re
a
c
h

1
0'2'4'6'
(VERTICAL)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
10.5'10.5'14'
BANKFULL WIDTH = 35'
Dmax = 3.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8'
Typical Sections - Reach 1
Riffle
Pool
3:13:1
4:1 3:1
4.5'
1:1
1:
1
4.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8.3'
Pool with Structure
4:1 3:1
4.5'
1:
1
1:1
4.5'
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
SHEET 2.2.1
SHEET 2.2.2
SHEET 2.2.3
SHEET 2.2.4
SHEET 2.1.1
SHEET 2.1.2
SHEET 2.1.3
SHEET 2.1.4
SHEET 2.1.5
3.5'
3.5'
OH
E
OH
E
SSSSSSSSSS
OU
E
OU
E
OU
E
OU
E
OU
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CR
-
N
M
CR-N
M
CR
-
C
H
CR
-
C
H
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED (TYP)
STA: 120+46
END EAST PRONG HUNTING CREEK REACH 1
BEGIN EAST PRONG HUNTING CREEK REACH 2
F
I
D
D
L
E
R
S

R
U
N
EAST PRONG HUNTING CREEK
FILL EXISTING CHANNEL (TYP)
BETH
E
L

R
O
A
D
STA: 121+21
END EAST PRONG HUNTING CREEK REACH 2
21
3
+
4
2
2
1
2
+
0
0
21
3
+
0
0
1
2
1
+
2
1
11
7
+
0
0
118+00
119+
0
0
12
0
+
0
0
1
2
1
+
0
0
C
R
-
C
H
1
0
4
0
1045
1040
1040
1
0
4
0
10
4
0
1
0
4
0
105
5
1
0
3
5
103
5
1
0
3
5
1040
1
0
3
5
1
0
4
0
1
0
3
5
10
4
0
104
0
103
0
1040
MA
T
C
H

L
I
N
E

-

S
T
A

1
1
7
+
2
0
1028
1030
1035
1040
1028
1030
1035
1040
117+20 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+21
-0.2%
-0.4%-0.3%-0.9%
-0.5%
-0.6%
-0.3%
PROPOSED GRADE
PROPOSED BANKFULL EXISTING GRADE
EXISTING 8" DIP WATER LINE
IE: 1033.7
EXISTING 12' x 10.6' TRIPLE CONCRETE BOX CULVERTS
IE: 1034.55
ST
A

=

1
1
7
+
4
6
EL
E
V

=

1
0
3
6
.
0
0
STA = 117+47
ELEV = 1031.41
STA = 118+00
ELEV = 1031.41
ST
A

=

1
1
8
+
2
7
EL
E
V

=

1
0
3
5
.
9
0
ST
A

=

1
1
8
+
8
1
EL
E
V

=

1
0
3
5
.
7
3
ST
A

=

1
1
9
+
0
8
EL
E
V

=

1
0
3
5
.
5
0
STA = 119+09
ELEV = 1030.59
ST
A

=

1
1
9
+
6
1
EL
E
V

=

1
0
3
0
.
5
9
ST
A

=

1
1
9
+
8
7
EL
E
V

=

1
0
3
5
.
3
0
ST
A

=

1
2
0
+
1
3
EL
E
V

=

1
0
3
5
.
1
6
STA = 120+14
ELEV = 1029.74
STA = 120+46
ELEV = 1029.74
ST
A

=

1
2
0
+
7
0
EL
E
V

=

1
0
3
4
.
8
6
STA = 121+21
ELEV = 1034.55
PROPOSED CRAYFISH GLIDE
0'20'40'60'
(HORIZONTAL)
N
0'2'4'6'
(VERTICAL)
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n

a
n
d

P
r
o
f
i
l
e
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
1
.
5
08
.
3
1
.
2
0
2
3
Sheet Index
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Ea
s
t

P
r
o
n
g

H
u
n
t
i
n
g

C
r
e
e
k

P
l
a
n

a
n
d

P
r
o
f
i
l
e
Re
a
c
h

1

a
n
d

R
e
a
c
h

2
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
10.5'10.5'14'
BANKFULL WIDTH = 35'
Dmax = 3.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8'
Typical Sections - Reach 1
Riffle
Pool
3:13:1
4:1 3:1
4.5'
1:1
1:
1
4.5'
10.5'14'13.9'
BANKFULL WIDTH = 47.4'
Dmax = 7.4'-8.3'
Pool with Structure
4:1 3:1
4.5'
1:
1
1:1
4.5'
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
SHEET 2.2.1
SHEET 2.2.2
SHEET 2.2.3
SHEET 2.2.4
SHEET 2.1.1
SHEET 2.1.2
SHEET 2.1.3
SHEET 2.1.4
SHEET 2.1.5
3.5'
3.5'
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECECE
C
E
C
R
-
N
M
CR-
C
H
C
R
-
C
H
CR-NM
FIDDLERS RUN
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED (TYP)
FILL EXISTING CHANNEL (TYP)
FILL EXIS
T
I
N
G

C
H
A
N
N
E
L

(
T
Y
P
)
STA: 200+00
BEGIN FIDDLERS RUN
2
0
0
+
0
0
201+0
0
202+00
2
0
3
+
0
0
204+0
0
PROTECT EXISTING
WETLANDS
1040
1
0
4
5
1040
1040
1040
1045
MA
T
C
H

L
I
N
E

-

S
T
A

2
0
4
+
2
0
1033
1035
1040
1045
1033
1035
1040
1045
200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+20
ST
A

=

2
0
1
+
6
1
EL
E
V

=

1
0
3
9
.
8
4
-0.4%
-0.7%
-0.7%
-0.8%
-0.4%
PROPOSED BANKFULL EXISTING GRADE
PROPOSED GRADE
STA = 200+00
ELEV = 1040.96
ST
A

=

2
0
0
+
3
9
EL
E
V

=

1
0
4
0
.
6
9
STA = 200+40
ELEV = 1036.63
ST
A

=

2
0
0
+
9
4
EL
E
V

=

1
0
3
6
.
6
3
ST
A

=

2
0
1
+
2
1
EL
E
V

=

1
0
4
0
.
4
9
ST
A

=

2
0
1
+
6
1
EL
E
V

=

1
0
4
0
.
2
0
STA = 201+62
ELEV = 1037.05
STA = 202+20
ELEV = 1037.05
ST
A

=

2
0
2
+
4
9
EL
E
V

=

1
0
4
0
.
0
0
ST
A

=

2
0
2
+
9
7
EL
E
V

=

1
0
3
9
.
6
1
ST
A

=

2
0
3
+
1
5
EL
E
V

=

1
0
3
5
.
6
7
ST
A

=

2
0
3
+
3
3
EL
E
V

=

1
0
3
5
.
6
7
ST
A

=

2
0
3
+
5
0
EL
E
V

=

1
0
3
9
.
6
1
ST
A

=

2
0
4
+
0
4
EL
E
V

=

1
0
3
9
.
4
0
PROPOSED
CRAYFISH GLIDE
0'20'40'60'
(HORIZONTAL)
N
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n

a
n
d

P
r
o
f
i
l
e
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
2
.
1
08
.
3
1
.
2
0
2
3
Sheet Index
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Fi
d
d
l
e
r
s

R
u
n

P
l
a
n

a
n
d

P
r
o
f
i
l
e
0'2'4'6'
(VERTICAL)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
7.5'7.5'9.7'
BANKFULL WIDTH = 24.7'
Dmax = 2.5'
Typical Sections
Riffle
3:1 3:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 5.5'
Pool
4:1 3:1
3.3'3.3'
1
:
1 1:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 6.2'-6.4'
Pool with Structure
4:1 3:1
3.3'3.3'
1
:
1 1:1
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
SHEET 2.2.1
SHEET 2.2.2
SHEET 2.2.3
SHEET 2.2.4
SHEET 2.1.1
SHEET 2.1.2
SHEET 2.1.3
SHEET 2.1.4
SHEET 2.1.5
2.5'
2.5'
CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
CR-N
M
C
R
-
N
M
CR-
C
H
C
R
-
N
M
FIDDLERS RUN
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED (TYP)
FILL EXISTING CHANNEL (TYP)
PROTECT EXISTING WETLANDS
PROPOSED ASPHALT
WALKING TRAIL
BY OTHERS
204
+
0
0
2
0
5
+
0
0
206+00
207
+
0
0
2
0
8
+
0
0
209+00
1040
104
0
10
4
0
104
0
1040
1040
1040
M
A
T
C
H

L
I
N
E

-

S
T
A

2
0
4
+
2
0
MA
T
C
H

L
I
N
E

-

S
T
A

2
0
8
+
5
0
1033
1035
1040
1045
1033
1035
1040
1045
204+20 204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50
-0.3%
-1.0%
-0.6%
-0.3%-0.9%
-0.5%
PROPOSED BANKFULL EXISTING GRADE
PROPOSED GRADE
ST
A

=

2
0
4
+
3
9
EL
E
V

=

1
0
3
9
.
0
4
ST
A

=

2
0
4
+
5
8
EL
E
V

=

1
0
3
6
.
0
2
ST
A

=

2
0
4
+
7
8
EL
E
V

=

1
0
3
6
.
0
2
ST
A

=

2
0
4
+
9
7
EL
E
V

=

1
0
3
9
.
0
4
STA = 205+60
ELEV = 1038.67
STA = 205+60
ELEV = 1034.68
ST
A

=

2
0
6
+
1
4
EL
E
V

=

1
0
3
4
.
6
8
ST
A

=

2
0
6
+
4
1
EL
E
V

=

1
0
3
8
.
5
7
ST
A

=

2
0
6
+
7
7
EL
E
V

=

1
0
3
8
.
4
5
ST
A

=

2
0
7
+
1
9
EL
E
V

=

1
0
3
8
.
0
7
ST
A

=

2
0
7
+
4
5
EL
E
V

=

1
0
3
5
.
0
7
ST
A

=

2
0
7
+
7
1
EL
E
V

=

1
0
3
5
.
0
7
ST
A

=

2
0
7
+
9
7
EL
E
V

=

1
0
3
8
.
0
7
PROPOSED CRAYFISH GLIDE
0'20'40'60'
(HORIZONTAL)
N
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n

a
n
d

P
r
o
f
i
l
e
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
2
.
2
08
.
3
1
.
2
0
2
3
Sheet Index
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Fi
d
d
l
e
r
s

R
u
n

P
l
a
n

a
n
d

P
r
o
f
i
l
e
0'2'4'6'
(VERTICAL)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
7.5'7.5'9.7'
BANKFULL WIDTH = 24.7'
Dmax = 2.5'
Typical Sections
Riffle
3:1 3:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 5.5'
Pool
4:1 3:1
3.3'3.3'
1
:
1 1:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 6.2'-6.4'
Pool with Structure
4:1 3:1
3.3'3.3'
1
:
1 1:1
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
SHEET 2.2.1
SHEET 2.2.2
SHEET 2.2.3
SHEET 2.2.4
SHEET 2.1.1
SHEET 2.1.2
SHEET 2.1.3
SHEET 2.1.4
SHEET 2.1.5
2.5'
2.5'
C
E
C
E
C
E
C
E
C
E
CE CE CE CE CE CE
CE
CE
CE
CE
CE CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
CECECECECECE
CECECECECE
CE
CE
CE
CE
CE
CR-C
H
CR-
N
M
CR-N
M
CR
-
N
M
CR-A
L
R
CR-
C
H
EN
D

E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K

R
E
A
C
H

1
FIDDLERS RU
N
EA
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
EXISTING PARKING
LOT TO REMAIN
EXISTING BRIDGE
TO BE REMOVED
EXISTING ASPHALT
WALKING TRAIL
TO BE REMOVED (TYP)
FILL EXISTING
CHANNEL (TYP)
PROPOSED ASPHALT
WALKING TRAIL BY
OTHERS
213
+
4
2
209+00
210+00
211+00
212+0
0
213
+
0
0
1
1
9
+
0
0
120+
0
0
PROPOSED BOARDWALK/BRIDGE
FOR PARK ACCESS
PROPOSED LOG SILL
1040
10
4
0
1040
10
4
0
1040
1040
1
0
3
5
1040
1035
104
0
1040
1
0
3
0
104
0
104
0
1040
M
A
T
C
H

L
I
N
E

-

S
T
A

2
0
8
+
5
0
MA
T
C
H

L
I
N
E

-

S
T
A

2
1
2
+
8
0
1030
1035
1040
1045
1030
1035
1040
1045
208+50 209+00 209+50 210+00 210+50 211+00 211+50 212+00 212+50 212+80
-0.3%
-0.4%
-0.7%
-0.8%
-1.0%
PROPOSED BANKFULL
EXISTING GRADE
PROPOSED GRADE
ST
A

=

2
0
8
+
7
0
EL
E
V

=

1
0
3
7
.
6
8
ST
A

=

2
0
8
+
8
3
EL
E
V

=

1
0
3
3
.
9
0
ST
A

=

2
0
8
+
9
7
EL
E
V

=

1
0
3
3
.
9
0
ST
A

=

2
0
9
+
1
1
EL
E
V

=

1
0
3
7
.
6
8
ST
A

=

2
0
9
+
6
9
EL
E
V

=

1
0
3
7
.
4
2
STA = 209+69
ELEV = 1034.26
ST
A

=

2
1
0
+
0
1
EL
E
V

=

1
0
3
4
.
2
6
ST
A

=

2
1
0
+
1
7
EL
E
V

=

1
0
3
7
.
3
2
ST
A

=

2
1
0
+
7
1
EL
E
V

=

1
0
3
6
.
9
5
STA = 210+72
ELEV = 1033.90
ST
A

=

2
1
1
+
1
0
EL
E
V

=

1
0
3
3
.
9
0
STA = 211+30
ELEV = 1036.75
ST
A

=

2
1
1
+
9
7
EL
E
V

=

1
0
3
6
.
2
2
STA = 211+97
ELEV = 1032.58
ST
A

=

2
1
2
+
3
1
EL
E
V

=

1
0
3
2
.
5
8
ST
A

=

2
1
2
+
4
8
EL
E
V

=

1
0
3
5
.
9
2
0'20'40'60'
(HORIZONTAL)
N
0'2'4'6'
(VERTICAL)
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n

a
n
d

P
r
o
f
i
l
e
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
2
.
3
08
.
3
1
.
2
0
2
3
Sheet Index
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Fi
d
d
l
e
r
s

R
u
n

P
l
a
n

a
n
d

P
r
o
f
i
l
e
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
7.5'7.5'9.7'
BANKFULL WIDTH = 24.7'
Dmax = 2.5'
Typical Sections
Riffle
3:1 3:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 5.5'
Pool
4:1 3:1
3.3'3.3'
1
:
1 1:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 6.2'-6.4'
Pool with Structure
4:1 3:1
3.3'3.3'
1
:
1 1:1
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
SHEET 2.2.1
SHEET 2.2.2
SHEET 2.2.3
SHEET 2.2.4
SHEET 2.1.1
SHEET 2.1.2
SHEET 2.1.3
SHEET 2.1.4
SHEET 2.1.5
2.5'
2.5'
SS
SS
SS
SS
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
CE
CE
CE
CE
CE
CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
R
-
N
M
CR-C
H
CR-A
L
R
CR-
C
H
FIDDLERS R
U
N
EA
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
EXISTING PARKING
LOT TO REMAIN
EXISTING BRIDGE
TO BE REMOVED
EXISTING ASPHALT
WALKING TRAIL
TO BE REMOVED (TYP)
B
E
T
H
E
L

R
O
A
D
FILL EXISTING CHANNEL (TYP)
STA: 213+42
END FIDDLERS RUN
213
+
4
2
212+0
0
213
+
0
0
121+21
1
1
9
+
0
0
120+
0
0
121+00
CR-CH
1040
10
4
0
1040
1040
1
0
5
5
10
5
5
1035
1
0
3
5
1035
1040
1035
1
0
4
0
1
0
3
0
1040
104
0
10
4
5
10
5
0
GRADING TIE IN TO
HEADWALLS TO BE
DIRECTED IN THE FIELD
BY THE ENGINEER
MA
T
C
H

L
I
N
E

-

S
T
A

2
1
2
+
8
0
1028
1030
1035
1040
1028
1030
1035
1040
212+80 213+00 213+42
-0.3%
EXISTING GRADE
PROPOSED BANKFULL
PROPOSED GRADE
STA = 213+07
ELEV = 1035.31
STA = 213+07
ELEV = 1029.74
STA = 213+42
ELEV = 1029.74
0'20'40'60'
(HORIZONTAL)
N
0'2'4'6'
(VERTICAL)
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n

a
n
d

P
r
o
f
i
l
e
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
2.
2
.
4
08
.
3
1
.
2
0
2
3
Sheet Index
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Fi
d
d
l
e
r
s

R
u
n

P
l
a
n

a
n
d

P
r
o
f
i
l
e
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
7.5'7.5'9.7'
BANKFULL WIDTH = 24.7'
Dmax = 2.5'
Typical Sections
Riffle
3:1 3:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 5.5'
Pool
4:1 3:1
3.3'3.3'
1
:
1 1:1
7.5'10'9.5'
BANKFULL WIDTH = 33.6'
Dmax = 6.2'-6.4'
Pool with Structure
4:1 3:1
3.3'3.3'
1
:
1 1:1
Note: Pool Dmax can vary ± 0.2' Note: Structures shown on the proposed profile are not drawn to scale. Symbols are included for illustrative purposes only.
SHEET 2.2.1
SHEET 2.2.2
SHEET 2.2.3
SHEET 2.2.4
SHEET 2.1.1
SHEET 2.1.2
SHEET 2.1.3
SHEET 2.1.4
SHEET 2.1.5
2.5'
2.5'
CE
CE
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
CECECE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
CE
CE
SHEET 3.1
>
>>>
>
>
>>>>
>>
>
>
>>>
>
>
>
>
SHEET 3.2
SHEET 3.3
SHEET 3.4
1
0
7
5
107
0
10
5
5
10
6
5
1
0
6
0
1
0
5
5
1
0
5
0
1
0
4
5
1
0
4
5
1
0
4
5
1
0
4
5
10
4
5
1045
10
4
0
1
0
4
5
10
4
0
1
0
6
0
10
4
0
104
5
1
0
4
5
1
0
5
0
1
0
6
0
1040
10
4
0
104
0
10
4
0
1045
1
0
4
0
10
4
0
1
0
4
0
10
4
0
1
0
4
0
10
4
0
10
4
0
104
0
104
0
CROSS-SECTION A
CROSS-SECTION B
CROSS -SECTION C
CROSS

-
S
E
C
T
I
O
N

D
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
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S
ON
L
Y
X:
\
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h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
G
r
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d
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g

P
l
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n
.
d
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g
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3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
3.
0
08
.
3
1
.
2
0
2
3
0'100'200'300'
(HORIZONTAL)
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Gr
a
d
i
n
g

P
l
a
n
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FI
D
D
L
E
R
S

R
U
N
BETHE
L

R
O
A
D
PROPOSED ASPHALT WALKING TRAIL
BY OTHERS
RECREATIONAL
AREA TO REMAIN
NOTE:
CONTRACTOR RESPONSIBLE FOR ROUGH GRADING OF WALKING TRAIL TO GRADES
SHOWN HEREIN. FINISH ASPHALT TOPDRESSING TO BE COMPLETED BY OTHERS.
1037
1040
1045
1050
1037
1040
1045
1050
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+39
PROPOSED GRADE
EXISTING GRADE
C
E CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
CE
CE
C
E
CE
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
CE
CE
C
E
CE
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
>
>
>
>>>>>>>
1
0
7
5
107
0
1
0
6
5
10
6
0
10
5
5
10
6
5
1
0
6
0
1
0
5
5
1
0
5
0
1
0
4
5
1
0
4
5
1
0
4
5
10451045
1
0
4
5
1
0
4
5
10
4
5
EAS
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED
PROPOSED ASPHALT
WALKING TRAIL
BY OTHERS
104
0
10
4
0
CROSS-SECTION A
0+00
1+00
2+00 3+00 4+00 4+39
1
0
0
+
0
0
1
0
1
+
0
0
102
+
0
0
10
3
+
0
0
1
0
4
+
0
0
105
+
0
0
106
+
0
0
EXISTING WETLAND B IMPACT
(0.013 AC). FLOODPLAIN BENCH
AND TRAIL GRADING.
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
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r
a
d
i
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g

P
l
a
n
.
d
w
g
Au
g
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3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
3.
1
08
.
3
1
.
2
0
2
3
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Gr
a
d
i
n
g

P
l
a
n
Cross-Section A
0'40'80'120'
(HORIZONTAL)
0'4'8'12'
(VERTICAL)
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 3.4
SHEET 3.3
SHEET 3.2
SHEET 3.1
NOTE:
CONTRACTOR RESPONSIBLE FOR ROUGH
GRADING OF WALKING TRAIL TO GRADES
SHOWN HEREIN. FINISH ASPHALT TOPDRESSING
TO BE COMPLETED BY OTHERS.
1033
1035
1040
1045
1033
1035
1040
1045
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+508+56
PROPOSED GRADE
EXISTING GRADE
PROPOSED ASPHALT
WALKING TRAIL
PROPOSED ASPHALT
WALKING TRAIL
TIE TO EXISTING GRADE
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
>
>
>
>
>
>
>>>>>>>>>
>
>>>>
1
0
4
5
10
4
5
10
4
5
1045
1045
10
4
0
1
0
4
5
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FID
D
L
E
R
S

R
U
N
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED
PROPOSED ASPHALT WALKING TRAIL
BY OTHERS
104
0
1045
1
0
4
0
10
4
0
1
0
4
0
CROSS-SECTION B
RECREATIONAL AREA TO REMAIN
200
+
0
0
2
0
1
+
0
0
2
0
2
+
0
0
203
+
0
0
2
0
4
+
0
0
205+
0
0
105
+
0
0
106
+
0
0
1
0
7
+
0
0
10
8
+
0
0
1
0
9
+
0
0
11
0
+
0
0
1
1
1
+
0
0
11
2
+
0
0
8+56
0+00
1+00
2
+
0
0
3+00 4+00 5+00 6+00
7+00
8+00
PROPOSED PARK ACCESS
EXISTING WETLAND B IMPACT
(0.013 AC). FLOODPLAIN BENCH
AND TRAIL GRADING.
JURISDICTIONAL DITCH 2 IMPACT (128
LF). FLOODPLAIN BENCH GRADING.
JURISDICTIONAL SWALE 1 IMPACT
(442 LF). BIORETENTION GRADING.
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
G
r
a
d
i
n
g

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
3.
2
08
.
3
1
.
2
0
2
3
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Gr
a
d
i
n
g

P
l
a
n
Cross-Section B
0'40'80'120'
(HORIZONTAL)
0'4'8'12'
(VERTICAL)
Sheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 3.4
SHEET 3.3
SHEET 3.2
SHEET 3.1
NOTE:
CONTRACTOR RESPONSIBLE FOR ROUGH
GRADING OF WALKING TRAIL TO GRADES
SHOWN HEREIN. FINISH ASPHALT TOPDRESSING
TO BE COMPLETED BY OTHERS.
1032
1035
1040
1045
1032
1035
1040
1045
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+20
PROPOSED ASPHALT WALKING TRAIL
EXISTING GRADE
PROPOSED GRADE
PROPOSED ASPHALT WALKING TRAIL
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
>>>>
>
>
>
>>>>>>
>
>
>>
>
>
1
0
4
5
10
4
0
1
0
4
5
1
0
5
0
1
0
6
0
1
0
5
5
1
0
4
0
1040
10
4
0
1
0
5
5
1
0
5
5
1
0
6
5
106
0
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FID
D
L
E
R
S

R
U
N
EXISTING ASPHALT WALKING TRAIL
TO BE REMOVED
PROPOSED ASPHALT WALKING TRAIL
BY OTHERS
1
0
4
0
1
0
4
0
10
4
0
104
0
1
0
4
0
10
4
0
10
4
0
104
0
CROSS -SECTION
C
0+00 1+00
2
+
0
0
3+00
4+00
5+00
6+0
0
7+00
8+00
8+20
205+
0
0
20
6
+
0
0
2
0
7
+
0
0
208+
0
0
20
9
+
0
0
210
+
0
0
21
1
+
0
0
1
1
1
+
0
0
11
2
+
0
0
1
1
3
+
0
0
114+00
1
1
5
+
0
0
1
1
6
+
0
0
1
1
7
+
0
0
11
8
+
0
0
PROPOSED PARK ACCESS
PROPOSED PARK ACCESS
JURISDICTIONAL DITCH 1 IMPACT (82
LF). FLOODPLAIN BENCH GRADING.
EXISTING WETLAND C TO BE
PROTECTED
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
G
r
a
d
i
n
g

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
3.
3
08
.
3
1
.
2
0
2
3
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Gr
a
d
i
n
g

P
l
a
n
Cross-Section C
0'40'80'120'
(HORIZONTAL)
0'4'8'12'
(VERTICAL)
Sheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 3.4
SHEET 3.3
SHEET 3.2
SHEET 3.1
NOTE:
CONTRACTOR RESPONSIBLE FOR ROUGH
GRADING OF WALKING TRAIL TO GRADES
SHOWN HEREIN. FINISH ASPHALT TOPDRESSING
TO BE COMPLETED BY OTHERS.
1028
1030
1035
1040
1028
1030
1035
1040
0+00 0+50 1+00 1+50 2+00 2+50 2+81
EXISTING GRADE
PROPOSED GRADE
EXISTING 8" DIP WATER LINE
IE: 1033.7
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECECECECE
CE
CE
CECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECECECECE
CE
CE
CE
>
>
>
>
>
>
10
4
0
1
0
5
5
104
5
1040
104
0
1
0
4
5
1
0
5
0
1
0
6
0
1040
10
4
0
10
4
0
1
0
5
5
1
0
5
5
1
0
6
5
106
0
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FID
D
L
E
R
S

R
U
N
EAST
P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FID
D
L
E
R
S

R
U
N
BETHEL ROAD
EXISTING SIDEWALK
TO BE REMOVED
PROPOSED ASPHALT WALKING TRAIL
BY OTHERS 10
4
0
104
0
104
0
CROSS

-
S
E
C
T
I
O
N

D
EXISTING PARKING
LOT TO REMAIN
0+00
1+00
2+00
2+81
213
+
4
2
210
+
0
0
21
1
+
0
0
21
2
+
0
0
213+
0
0
121+21
1
1
7
+
0
0
11
8
+
0
0
119+0
0
1
2
0
+
0
0
12
1
+
0
0
PROPOSED PARK ACCESS
JURISDICTIONAL DITCH 1 IMPACT (82
LF). FLOODPLAIN BENCH GRADING.
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
G
r
a
d
i
n
g

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
3.
4
08
.
3
1
.
2
0
2
3
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Gr
a
d
i
n
g

P
l
a
n
Cross-Section D
0'40'80'120'
(HORIZONTAL)
0'4'8'12'
(VERTICAL)
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
Sheet Index
SHEET 3.4
SHEET 3.3
SHEET 3.2
SHEET 3.1
NOTE:
CONTRACTOR RESPONSIBLE FOR ROUGH
GRADING OF WALKING TRAIL TO GRADES
SHOWN HEREIN. FINISH ASPHALT TOPDRESSING
TO BE COMPLETED BY OTHERS.
CE
CE
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
CECECE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
CE
CE
SHEET 4.1
&
SHEET 4.2
SHEET 4.3
&
SHEET 4.4
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
a
r
k

D
r
a
i
n
a
g
e

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
4.
0
08
.
3
1
.
2
0
2
3
0'100'200'300'
(HORIZONTAL)
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Pa
r
k

D
r
a
i
n
a
g
e

P
l
a
n
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FI
D
D
L
E
R
S

R
U
N
BETHE
L

R
O
A
D
SWALE 1
SWALE 2
SWALE 3
SWALE 4
1035
1040
1045
1050
1035
1040
1045
1050
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+88
PROPOSED GRADE
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE 1
0
4
5
10
4
5
10
4
5
1045
1045
10
4
0
1
0
4
5
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FID
D
L
E
R
S

R
U
N
104
0
1045
1
0
4
0
10
4
0
1
0
4
0
200
+
0
0
2
0
1
+
0
0
2
0
2
+
0
0
203
+
0
0
2
0
4
+
0
0
205+
0
0
105
+
0
0
106
+
0
0
1
0
7
+
0
0
10
8
+
0
0
1
0
9
+
0
0
11
0
+
0
0
1
1
1
+
0
0
11
2
+
0
0
0+
0
0
0+
0
0
0+
0
0
1+
0
0
2
+
0
0
3
+
0
0
4+00
4+88
0
+
0
0
1+00
2+
0
0
2+
3
3
>0+00
0+55
>
0+
0
0
0+
4
7
SWALE 1
SWALE 1 TYPICAL
SECTION
SWALE 2
SWALE 2
TYPICAL
SECTION
1
0
4
5
1045
1
0
4
5
1042
1045
1042
1045
0+00 0+50 0+55
PROPOSED GRADE
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
a
r
k

D
r
a
i
n
a
g
e

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
4.
1
08
.
3
1
.
2
0
2
3
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Pa
r
k

D
r
a
i
n
a
g
e

P
l
a
n
Swale 1 Profile
0'40'80'120'
(HORIZONTAL)
0'4'8 12'
(VERTICAL)
Sheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 4.1
&
SHEET 4.2
Swale 1 Typical Section
Swale 1 Profile and
Plan View Scale
Swale 1 Typical
Section Scale
0'10'20'30'
(HORIZONTAL)
0'1'2'3'
(VERTICAL)
SHEET 4.3
&
SHEET 4.4
1043
1045
1043
1045
0+00 0+47
PROPOSED GRADE
1035
1040
1045
1050
1035
1040
1045
1050
0+00 0+50 1+00 1+50 2+00 2+33
PROPOSED GRADE
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE 1
0
4
5
10
4
5
10
4
5
1045
1045
10
4
0
1
0
4
5
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FID
D
L
E
R
S

R
U
N
104
0
1045
1
0
4
0
10
4
0
1
0
4
0
200
+
0
0
2
0
1
+
0
0
2
0
2
+
0
0
203
+
0
0
2
0
4
+
0
0
205+
0
0
105
+
0
0
106
+
0
0
1
0
7
+
0
0
10
8
+
0
0
1
0
9
+
0
0
11
0
+
0
0
1
1
1
+
0
0
11
2
+
0
0
0+
0
0
0+
0
0
0+
0
0
1+
0
0
2
+
0
0
3
+
0
0
4+00
4+88
0
+
0
0
1+00
2+
0
0
2+
3
3
>0+00
0+55
>
0+
0
0
0+
4
7
SWALE 1
SWALE 1 TYPICAL
SECTION
SWALE 2
SWALE 2
TYPICAL
SECTION
1
0
4
5
1045
1
0
4
5
Swale 2 Profile
0'40'80'120'
(HORIZONTAL)
0'4'8 12'
(VERTICAL)
Sheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 4.1
&
SHEET 4.2
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
a
r
k

D
r
a
i
n
a
g
e

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
4.
2
08
.
3
1
.
2
0
2
3
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Pa
r
k

D
r
a
i
n
a
g
e

P
l
a
n
Swale 2 Typical Section
Swale 2 Profile and
Plan View Scale
Swale 2 Typical
Section Scale
0'10'20'30'
(HORIZONTAL)
0'1'2'3'
(VERTICAL)
SHEET 4.3
&
SHEET 4.4
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
1
0
4
5
10
4
0
1
0
4
5
1
0
5
0
1
0
6
0
1
0
5
5
1
0
4
0
1040
10
4
0
1
0
5
5
1
0
5
5
1
0
6
5
106
0
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FID
D
L
E
R
S

R
U
N
1
0
4
0
1
0
4
0
10
4
0
104
0
1
0
4
0
10
4
0
10
4
0
104
0
205+
0
0
20
6
+
0
0
2
0
7
+
0
0
208+
0
0
20
9
+
0
0
210
+
0
0
21
1
+
0
0
1
1
1
+
0
0
11
2
+
0
0
1
1
3
+
0
0
114+00
1
1
5
+
0
0
1
1
6
+
0
0
1
1
7
+
0
0
11
8
+
0
0
0+
0
0
1+
0
0
2
+
0
0
3+
0
0
4+0
0
4+3
0
0+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
4
+
5
5
0+
0
0
0+00
0+41
0+00 0+42
PROPOSED
PARK ACCESS
SWALE 3
SWALE 3
TYPICAL SECTION
SWALE 4
SWALE 4
TYPICAL
SECTION
1040 1040
0+00 0+41
PROPOSED GRADE
1035
1040
1045
1050
1035
1040
1045
1050
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+30
PROPOSED GRADE
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
a
r
k

D
r
a
i
n
a
g
e

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
4.
3
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Pa
r
k

D
r
a
i
n
a
g
e

P
l
a
n
Sheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
0'40'80'120'
(HORIZONTAL)
0'4'8 12'
(VERTICAL)
N
Swale 3 Profile and
Plan View Scale
Swale 3 Typical
Section Scale
0'10'20'30'
(HORIZONTAL)
0'1'2'3'
(VERTICAL)
Swale 3 Profile Swale 3 Typical Section
SHEET 4.1
&
SHEET 4.2
SHEET 4.3
&
SHEET 4.4
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
1
0
4
5
10
4
0
1
0
4
5
1
0
5
0
1
0
6
0
1
0
5
5
1
0
4
0
1040
10
4
0
1
0
5
5
1
0
5
5
1
0
6
5
106
0
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FID
D
L
E
R
S

R
U
N
1
0
4
0
1
0
4
0
10
4
0
104
0
1
0
4
0
10
4
0
10
4
0
104
0
205+
0
0
20
6
+
0
0
2
0
7
+
0
0
208+
0
0
20
9
+
0
0
210
+
0
0
21
1
+
0
0
1
1
1
+
0
0
11
2
+
0
0
1
1
3
+
0
0
114+00
1
1
5
+
0
0
1
1
6
+
0
0
1
1
7
+
0
0
11
8
+
0
0
0+
0
0
1+
0
0
2
+
0
0
3+
0
0
4+0
0
4+3
0
0+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
4
+
5
5
0+
0
0
0+00
0+41
0+00 0+42
PROPOSED
PARK ACCESS
SWALE 3
SWALE 3
TYPICAL SECTION
SWALE 4
SWALE 4
TYPICAL
SECTION
1040 1040
0+00 0+42
PROPOSED GRADE
1035
1040
1045
1050
1035
1040
1045
1050
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+68
PROPOSED GRADE
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
a
r
k

D
r
a
i
n
a
g
e

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
4.
4
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Pa
r
k

D
r
a
i
n
a
g
e

P
l
a
n
Sheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
0'40'80'120'
(HORIZONTAL)
0'4'8 12'
(VERTICAL)
N
Swale 4 Profile and
Plan View Scale
Swale 4 Typical
Section Scale
0'10'20'30'
(HORIZONTAL)
0'1'2'3'
(VERTICAL)
Swale 4 Profile Swale 4 Typical Section
SHEET 4.1
&
SHEET 4.2
SHEET 4.3
&
SHEET 4.4
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
X
X
X
X
X
X X
X
X
X
X
X
XX
X
OUE
OUE
OUEOUEOUE
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OUE OUE OUE
OUE
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
SHEET 5.1
SHEET 5.2
SHEET 5.3
SHEET 5.4
LOD
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LODLODLO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
LO
D
LOD
LOD
LOD
LOD LOD
LOD
L
O
D
L
O
D
LO
D
L
O
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD LO
D
LO
D
LOD
LOD
LO
D
[
X
]
[X][X][X]
[
X
]
[
X
]
[X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[
X
]
[
X
]
[X
]
[X]
[X]
[X]
[X
]
[
X
]
[X
]
[X
]
[X
]
[X]
[X
]
[X
]
[X
]
[X]
[X]
[X]
[
X
]
[
X
]
[
X
]
[X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[X]
[X
]
[X]
[X]
[X]
[
X
]
[
X
]
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

1
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
0
08
.
3
1
.
2
0
2
3
0'100'200'300'
(HORIZONTAL)
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

1

-

P
e
r
i
m
e
t
e
r

C
o
n
t
r
o
l
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FI
D
D
L
E
R
S

R
U
N
BETHE
L

R
O
A
D
LIMITS OF DISTURBANCE = 23.7 ACRES
1075
10
7
0
1065
1060
1065
1060
1055
1050
1045
104
5
1045
10
4
5
10
4
5
104
5
1045
1045
1045
1
0
4
5
1
0
4
5
OHE
OHE
OHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSS
SS
SS
SS
SS
SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X X X X
OUE
OUE
OUEOUEOUE
OUEOUEOUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE OUE OUE OUE OUE OUE OUE
OUE
OUE
LOD
L
O
D
LO
D
LOD
LOD LOD
L
O
D
LOD
LOD
LOD
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LODLODLODLOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LOD
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
[X]
[X]
[X]
[X][X][X][X][X][X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X][X]
[X]
[X
]
[X][X][X]
[X]
[X]
[X]
[
X
]
[
X
]
[X]
[X]
[X
]
[X
]
[X]
[X]
[X
]
[X
]
[X
]
[X
]
[X
]
[X]
[X]
[X]
[X][X]
CHECK DAM (TYP)
SILT FENCE (TYP)
STOCKPILE AREA (TYP)
LIMITS OF DISTURBANCE
STAGING/STOCKPILE AREA
EAST PRONG H
U
N
T
I
N
G

C
R
E
E
K
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

1
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
1
08
.
3
1
.
2
0
2
3
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
0'40'80'120'
(HORIZONTAL)
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 5.2
SHEET 5.1
SHEET 5.3
SHEET 5.4
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

1

-

P
e
r
i
m
e
t
e
r

C
o
n
t
r
o
l
1045
1045 1050
1060
1055
1040
1
0
4
0
10
4
0
1045
1050
1060
1
0
4
0
1040
1040
1055
1055
1065
10
6
0
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEOHE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
X
X
X X X
X
X
X
X
OU
E
O
U
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OUEOUEOUEOUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE OUE OUE OUE
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
[X][X]
[X]
[X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[
X
]
[X]
[X]
[X][X][X]
[X]
[X]
[X]
[X]
[X]
[X]
[X
]
[
X
]
[X]
[X]
[
X
]
[
X
]
[X
]
[X
]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X]
SILT FENCE (TYP)
STAGING/STOCKPILE AREA
LIMITS OF DISTURBANCE
TURBIDITY CURTAIN
EAST

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
BE
T
H
E
L

R
D
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

1
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
2
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

1

-

P
e
r
i
m
e
t
e
r

C
o
n
t
r
o
l
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 5.2
SHEET 5.1
SHEET 5.3
SHEET 5.4
N
0'40'80'120'
(HORIZONTAL)
1075
10
7
0
1065
1060
1055
1065
1060
1055
1045
1
0
4
5
104
0
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
X
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
L
O
D
LODLOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD LO
D
LO
D
LO
D
LODLOD
[X
]
[X][X][X][X]
[X
]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X][X][X]
LIMITS OF DISTURBANCE
SILT FENCE (TYP)
FI
D
D
L
E
R
S

R
U
N
10
4
5
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

1
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
3
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 5.2
SHEET 5.1
SHEET 5.3
SHEET 5.4
N
0'40'80'120'
(HORIZONTAL)
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

1

-

P
e
r
i
m
e
t
e
r

C
o
n
t
r
o
l
104
0
104
0
1
0
4
5
1
0
4
0
10
4
0
1
0
4
0
1040
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE
OH
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
OUE
OUE
OUEOUEOUEOUEOUEOUE
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OUE OUE OUE OUE OUE OUE
OUE
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
OU
E
O
U
E
OU
E
OU
E
OU
E
OU
E
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LODLODLOD
LO
D
LODLOD
L
O
D
L
O
D
L
O
D
LOD
LOD
L
O
DLODLODLOD
LOD
LODLOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
[X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[
X
]
[X]
[X]
[X][X][X]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X][X]
[X]
[X]
[X]
[X
]
[X][X][X]
[X
]
[X
]
[X
]
[X][X]
[X]
[X][X][X][X][X][X]
[X]
[X][X]
[X][X][X][X]
[X][X][X][X]
[
X
]
[
X
]
[X]
[X]
[
X
]
[
X
]
[X
]
[X
]
[X]
[X]
[X]
[X]
[X]
[X]
LIMITS OF DISTURBANCE
SILT FENCE (TYP)
STOCKPILE AREA (TYP)
TURBIDITY CURTAIN
FIDDLERS RUN
BE
T
H
E
L

R
D
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

1
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
4
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 5.2
SHEET 5.1
SHEET 5.3
SHEET 5.4
N
0'40'80'120'
(HORIZONTAL)
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

1

-

P
e
r
i
m
e
t
e
r

C
o
n
t
r
o
l
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
X
X
X
X
X
X X
X
X
X
X
X
XX
X
OUE
OUE
OUEOUEOUE
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OUE OUE OUE
OUE
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
1
0
7
5
107
0
1
0
6
5
10
6
0
10
5
5
10
6
5
1
0
6
0
1
0
5
5
1
0
5
0
1
0
4
5
1
0
4
5
1
0
4
5
10451045
1
0
4
5
1
0
4
5
10
4
5
10
4
5
1045
1045
10
4
0
1
0
4
5
10
4
0
1
0
4
5
1
0
5
0
1
0
6
0
1
0
5
5
1
0
4
0
104
5
1040
10
4
0
1
0
4
5
1
0
5
0
1
0
6
0
1040
10
4
0
10
4
0
1
0
5
5
1
0
5
5
1
0
6
5
106
0
SHEET 5.6
SHEET 5.7
SHEET 5.8
SHEET 5.9
LOD
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LODLODLO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
LO
D
LOD
LOD
LOD
LOD LOD
LOD
L
O
D
L
O
D
LO
D
L
O
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD LO
D
LO
D
LOD
LOD
LO
D
[
X
]
[X][X][X]
T
T
T
C
T
[
X
]
[
X
]
[X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[
X
]
[
X
]
[X
]
[X]
[X]
[X]
[X
]
[
X
]
[X
]
[X
]
[X
]
[X]
[X
]
[X
]
[X
]
[X]
[X]
[X]
[
X
]
[
X
]
[
X
]
[X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[X]
[X
]
[X]
[X]
[X]
[
X
]
[
X
]
[
X
]
[X
]
[X
]
[
X
]
[X
]
[X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[X
]
[X
]
[X
]
[X
]
[X]
[X
]
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

2
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
5
08
.
3
1
.
2
0
2
3
0'100'200'300'
(HORIZONTAL)
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

2

-

S
t
r
e
a
m

C
o
n
s
t
r
u
c
t
i
o
n
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FI
D
D
L
E
R
S

R
U
N
BETHE
L

R
O
A
D
LIMITS OF DISTURBANCE = 23.7 ACRES
OHE
OHE
OHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSS
SS
SS
SS
SS
SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X X X X
OUE
OUE
OUEOUEOUE
OUEOUEOUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE OUE OUE OUE OUE OUE OUE
OUE
OUE
1075
10
7
0
1065
1060
1065
1060
1055
1050
1045
104
5
1045
10
4
5
10
4
5
104
5
1045
1045
1045
1
0
4
5
1
0
4
5
LOD
L
O
D
LO
D
LOD
LOD LOD
L
O
D
LOD
LOD
LOD
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LODLODLODLOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LOD
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
T
[X]
[X]
[X]
[X][X][X][X][X][X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X][X]
[X]
[X
]
[X][X][X]
[X]
[X]
[X]
[
X
]
[
X
]
[X]
[X]
[X
]
[X
]
[X]
[X]
[X
]
[X
]
[X
]
[X
]
[X
]
[X]
[X]
[X]
[X][X]
[X][X][X]
[X]
[X]
[
X
]
[X
]
[X]
[X][X][X]
[X]
[X]
[
X
]
[
X
]
[X]
[X][X]
[X]
[X]
[X]
[X]
[X]
[X]
[X][X][X]
SILT FENCE (TYP)
STOCKPILE AREA (TYP)
LIMITS OF DISTURBANCE (TYP)
STAGING/STOCKPILE AREA
EAST PRONG H
U
N
T
I
N
G

C
R
E
E
K
TEMPORARY STREAM CROSSING - TIMBER MAT (TYP)
CHECK DAM (TYP)
CHANNEL PLUG
(TYP)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

2
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
6
08
.
3
1
.
2
0
2
3
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
0'40'80'120'
(HORIZONTAL)
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 5.7
SHEET 5.6
SHEET 5.8
SHEET 5.9
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

2

-

S
t
r
e
a
m

C
o
n
s
t
r
u
c
t
i
o
n
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEOHE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
X
X
X X X
X
X
X
X
OU
E
O
U
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OUEOUEOUEOUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE OUE OUE OUE
1045
1045 1050
1060
1055
1040
1
0
4
0
10
4
0
1045
1050
1060
1
0
4
0
1040
1040
1055
1055
1065
10
6
0
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
[X][X]
[X]
[X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[
X
]
[X]
[X]
C
[X][X][X]
[X]
[X]
[X]
[X]
[X]
[X]
[X
]
[
X
]
[X]
[X]
[
X
]
[
X
]
[X
]
[X
]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X][X]
[X]
[X]
[X][X]
[X]
[X]
[X]
[X]
[X][X]
[X]
[X]
[X
]
[X
]
[X]
[X]
[X
]
[X
]
[X]
[
X
]
[X]
[X]
SILT FENCE (TYP)
STAGING/STOCKPILE AREA
LIMITS OF DISTURBANCE (TYP)
TURBIDITY CURTAIN (TYP)
EAST

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
BE
T
H
E
L

R
D
TEMPORARY STREAM CROSSING - CULVERT (TYP)
CHECK DAM (TYP)
CHANNEL PLUG (TYP)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

2
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
7
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

2

-

S
t
r
e
a
m

C
o
n
s
t
r
u
c
t
i
o
n
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
N
0'40'80'120'
(HORIZONTAL)
SHEET 5.7
SHEET 5.6
SHEET 5.8
SHEET 5.9
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
X
1075
10
7
0
1065
1060
1055
1065
1060
1055
1045
1
0
4
5
104
0
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
L
O
D
LODLOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD LO
D
LO
D
LO
D
LODLOD
T
[X
]
[X][X][X][X]
[X
]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X][X][X]
[X
]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
LIMITS OF DISTURBANCE (TYP)
SAFETY FENCE (TYP)
SILT FENCE (TYP)
FIDDLERS RUN
TEMPORARY STREAM CROSSING - TIMBER MAT (TYP)
CHECK DAM (TYP)
CHANNEL PLUG (TYP)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

2
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
8
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
N
0'40'80'120'
(HORIZONTAL)
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

2

-

S
t
r
e
a
m

C
o
n
s
t
r
u
c
t
i
o
n
SHEET 5.7
SHEET 5.6
SHEET 5.8
SHEET 5.9
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE
OH
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
OUE
OUE
OUEOUEOUEOUEOUEOUE
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OUE OUE OUE OUE OUE OUE
OUE
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
OU
E
O
U
E
OU
E
OU
E
OU
E
OU
E
104
0
104
0
1
0
4
5
1
0
4
0
10
4
0
1
0
4
0
1040
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LODLODLOD
LO
D
LODLOD
L
O
D
L
O
D
L
O
D
LOD
LOD
L
O
DLODLODLOD
LOD
LODLOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
[X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[
X
]
[X]
[X]
T
T
[X][X][X]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X][X]
[X]
[X]
[X]
[X
]
[X][X][X]
[X
]
[X
]
[X
]
[X][X]
[X]
[X][X][X][X][X][X]
[X]
[X][X]
[X][X][X][X]
[X][X][X][X]
[
X
]
[
X
]
[X]
[X]
[
X
]
[
X
]
[X
]
[X
]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X
]
[X
]
[X]
[X]
[X
]
[X]
[X]
[X]
[
X
]
[X
]
[X][X]
[X]
[X]
[X]
[
X
]
[X]
[X]
[X]
[X
]
[X]
[
X
]
[X]
[X]
LIMITS OF DISTURBANCE (TYP)
SILT FENCE (TYP)
STOCKPILE AREA (TYP)
TURBIDITY CURTAIN (TYP)
FIDDLERS RUN
BE
T
H
E
L

R
D
TEMPORARY STREAM CROSSING - TIMBER MAT (TYP)
CHECK DAM (TYP)
CHANNEL PLUG (TYP)
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

2
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
9
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
N
0'40'80'120'
(HORIZONTAL)
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

2

-

S
t
r
e
a
m

C
o
n
s
t
r
u
c
t
i
o
n
SHEET 5.7
SHEET 5.6
SHEET 5.8
SHEET 5.9
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
X
X
X
X
X
X X
X
X
X
X
X
XX
X
OUE
OUE
OUEOUEOUE
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OUE OUE OUE
OUE
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
O
U
E
1
0
7
5
107
0
1
0
6
5
10
6
0
10
5
5
10
6
5
1
0
6
0
1
0
5
5
1
0
5
0
1
0
4
5
1
0
4
5
1
0
4
5
10451045
1
0
4
5
1
0
4
5
10
4
5
10
4
5
1045
1045
10
4
0
1
0
4
5
10
4
0
1
0
4
5
1
0
5
0
1
0
6
0
1
0
5
5
1
0
4
0
104
5
1040
10
4
0
1
0
4
5
1
0
5
0
1
0
6
0
1040
10
4
0
10
4
0
1
0
5
5
1
0
5
5
1
0
6
5
106
0
SHEET 5.11
SHEET 5.12
SHEET 5.13
SHEET 5.14
LOD
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LODLODLO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
LO
D
LOD
LOD
LOD
LOD LOD
LOD
L
O
D
L
O
D
LO
D
L
O
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD LO
D
LO
D
LOD
LOD
LO
D
[
X
]
[X][X][X]
C
T
[
X
]
[
X
]
[X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[
X
]
[
X
]
[X
]
[X]
[
X
]
[X
]
[X
]
[
X
]
[X
]
[X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[
X
]
[X
]
[X
]
[X
]
[X
]
[X]
[X
]
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

3
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
1
0
08
.
3
1
.
2
0
2
3
0'100'200'300'
(HORIZONTAL)
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

3

-

P
a
r
k

I
m
p
r
o
v
e
m
e
n
t
s
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FI
D
D
L
E
R
S

R
U
N
BETHE
L

R
O
A
D
LIMITS OF DISTURBANCE = 23.7 ACRES
OHE
OHE
OHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSS
SS
SS
SS
SS
SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X X X X
OUE
OUE
OUEOUEOUE
OUEOUEOUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE OUE OUE OUE OUE OUE OUE
OUE
OUE
1075
10
7
0
1065
1060
1065
1060
1055
1050
1045
104
5
1045
10
4
5
10
4
5
104
5
1045
1045
1045
1
0
4
5
1
0
4
5
LOD
L
O
D
LO
D
LOD
LOD LOD
L
O
D
LOD
LOD
LOD
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LODLODLODLOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LOD
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
T
[X]
[X]
[X]
[X][X][X][X][X][X]
[X]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X]
[
X
]
[X
]
[X]
[X][X][X]
[X]
[X]
[
X
]
[
X
]
[X]
[X][X]
[X]
[X]
[X]
[X]
[X]
[X]
[X][X][X]
STOCKPILE AREA (TYP)
LIMITS OF DISTURBANCE
STAGING/STOCKPILE AREA
EAST PRONG H
U
N
T
I
N
G

C
R
E
E
K
TEMPORARY STREAM CROSSING - TIMBER MAT (TYP)
CHANNEL PLUG
(TYP)
DIVERSION BERM
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

3
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
1
1
08
.
3
1
.
2
0
2
3
N
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
0'40'80'120'
(HORIZONTAL)
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 5.12
SHEET 5.11
SHEET 5.13
SHEET 5.14
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

3

-

P
a
r
k

I
m
p
r
o
v
e
m
e
n
t
s
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEOHE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
X
X
X X X
X
X
X
X
OU
E
O
U
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OU
E
OUEOUEOUEOUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE
OUE OUE OUE OUE
1045
1045 1050
1060
1055
1040
1
0
4
0
10
4
0
1045
1050
1060
1
0
4
0
1040
1040
1055
1055
1065
10
6
0
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
[X][X]
[X]
[X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[
X
]
[X]
[X]
[X][X][X]
[X]
[X]
[X]
[X]
[X]
[X]
[X
]
[X]
[X]
[X]
[X]
[X]
[X][X]
[X]
[X]
[X][X]
[X]
[X]
[X]
[X]
[X][X]
[X]
[X]
[X
]
[X
]
[X]
[X]
[X
]
[X
]
[X]
[
X
]
[X]
[X]
STAGING/STOCKPILE AREA
LIMITS OF DISTURBANCE
TURBIDITY CURTAIN
EAST

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
BE
T
H
E
L

R
D
CHANNEL PLUG (TYP)
DIVERSION BERM
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
E
r
o
s
i
o
n

a
n
d

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

3
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
5.
1
2
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Er
o
s
i
o
n

&

S
e
d
i
m
e
n
t

C
o
n
t
r
o
l

P
l
a
n

-

P
h
a
s
e

3

-

P
a
r
k

I
m
p
r
o
v
e
m
e
n
t
s
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
N
0'40'80'120'
(HORIZONTAL)
SHEET 5.12
SHEET 5.11
SHEET 5.13
SHEET 5.14
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
X
1075
10
7
0
1065
1060
1055
1065
1060
1055
1045
1
0
4
5
104
0
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
L
O
D
LODLOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD LO
D
LO
D
LO
D
LODLOD
[X
]
[X][X][X][X]
[X
]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
[X]
LIMITS OF DISTURBANCE
FIDDLERS RUN
CHANNEL PLUG (TYP)
DIVERSION BERM
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
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M
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Sheet IndexSheet Index
FI
D
D
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R
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P
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H
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N
0'40'80'120'
(HORIZONTAL)
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SHEET 5.12
SHEET 5.11
SHEET 5.13
SHEET 5.14
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE
OH
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
OUE
OUE
OUEOUEOUEOUEOUEOUE
OU
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OU
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OU
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OU
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OU
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OU
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OU
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OU
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OU
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OU
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OUE OUE OUE OUE OUE OUE
OUE
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O
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O
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O
U
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O
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OU
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OU
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OU
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104
0
104
0
1
0
4
5
1
0
4
0
10
4
0
1
0
4
0
1040
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LODLODLOD
LO
D
LODLOD
L
O
D
L
O
D
L
O
D
LOD
LOD
L
O
DLODLODLOD
LOD
LODLOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
[X
]
[X
]
[X
]
[X
]
[X
]
[X
]
[
X
]
[X]
[X]
[X][X][X]
[X]
[X]
[X]
[X]
[X][X][X]
[X]
[X][X]
[X]
[X]
[X]
[X
]
[X][X][X]
[X
]
[X
]
[X
]
[X]
[X
]
[X
]
[X]
[X]
[X
]
[X]
[X]
[X]
[
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]
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]
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[X]
[X]
[X]
[
X
]
[X]
[X]
[X]
[X
]
[X]
[
X
]
[X]
[X]
LIMITS OF DISTURBANCE
STOCKPILE AREA (TYP)
TURBIDITY CURTAIN
FIDDLERS RUN
BE
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L

R
D
CHANNEL PLUG (TYP)
DIVERSION BERM
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7

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FI
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P
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H
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C
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N
0'40'80'120'
(HORIZONTAL)
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SHEET 5.12
SHEET 5.11
SHEET 5.13
SHEET 5.14
Sh
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B
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:
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49
7

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-
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3
1
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6
3
5
7

M
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-

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P
a
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k
\
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Floodplain Bench Planting Zone #2
Bare Root
Species Common Name Spacing Stratum % of Stems Wetland
Indicator Status
Lindera benzoin Northern Spicebush 12'Shrub 15%FAC
Itea virginica Virginia Sweetspire 12'Shrub 10%OBL
Vaccinium corymbosum Highbush Blueberry 12'Shrub 15%FACW
Viburnum dentatum Arrowwood Viburnum 12'Shrub 15%FAC
Calycanthus floridus Sweetshrub 12'Shrub 15%FAC
Ilex vertcillata Winterberry 12'Shrub 15%FACW
Hamamelis virginiana Witchhazel 12'Shrub 15%FACU
100%
Streambank Planting Zone
Live Stakes
Species Common Name Indiv. Spacing Stratum % of Stems Wetland
Indicator Status
Cornus amomum Silky Dogwood 5'Shrub 35%FACW
Salix sericea Silky Willow 5'Shrub 25%OBL
Cephalanthus occidentalis Buttonbush 5'Shrub 25%FACW
Sambucus canadensis Elderberry 5'Shrub 15%FACW
100%
Herbaceous Plugs
Juncus effusus Common Rush 3'Herb 35%-
Carex vulpinoidea Fox Sedge 3'Herb 20%-
Carex lurida Shallow Sedge 3'Herb 25%-
Lobelia cardinalis Cardinalflower 3'Herb 20%-
100%
Floodplain Bench Planting Zone #1
Bare Root (303 stems/ac)
Species Common Name Spacing Stratum % of Stems Wetland
Indicator Status
Acer saccharinum Silver Maple 12'Tree 15%FACW
Platanus occidentalis Sycamore 12'Tree 20%FACW
Betula nigra River Birch 12'Tree 20%FACW
Aesculus sylvatica Painted Buckeye 12'Shrub-Tree 10%FAC
Calycanthus floridus Sweetshrub 12'Shrub 10%FAC
Amelanchier arborea Downy Serviceberry 12'Tree 10%FAC
Itea virginica Virginia Sweetspire 12'Shrub 5%OBL
Viburnum dentatum Arrowwood Viburnum 12'Shrub 5%FAC
Ilex vercillata Winterberry 12'Shrub 5%FACW
100%
Planting Zones
Notes:
1.Not all species of containerized plants listed above are intended for use. Select from the list above based on availability or
preference to satisfy the number of plants as indicated on the plans.
2.Location and quantity to be determined by City Staff
Seeding
Bioretention Planting Zones
Permanent Seed Mix (20 lbs/ac)
Species Common Name Stratum Density (lbs/acre)Wetland
Indicator Status
Coreopsis tinctoria Golden Tickseed Herb 3.0 FAC
Rudbeckia hirta Blackeyed Susan Herb 3.0 FACU
Juncus tenuis Path Rush Herb 2.0 FAC
Chamaecrista fasciculata Partridge Pea Herb 2.0 FACU
Carex cherokeensis Cherokee Sedge Herb 2.0 FACW
Pycnanthemum tenuifolium Narrowleaf Mountainmint Herb 2.0 FACW
Conoclinium coelestinum Blue mistflower Herb 1.5 FAC
Chasmanthium latifolium River Oats Herb 1.5 FACU
Schizachyrium scoparium Little Bluestem Herb 1.5 FACU
Panicum virgatum Switchgrass Herb 1.5 FAC
Bioretention
Herbaceous Plugs (2,723 plugs/ac)
Species Common Name Spacing Stratum % of Stems Wetland
Indicator Status
Juncus effusus Common Rush 4'Herb 20%FACW
Sisyrinchium angustifolium Blue-eyed grass 4'Herb 15%FACW
Sagittaria latifolia Duck-potato 4'Herb 15%OBL
Lobelia cardinalis Cardinalflower 4'Herb 15%FACW
Pycnanthemum tenuifolium Narrowleaf Mountain mint 4'Herb 10%FACW
Asclepias incarnata Swamp Milkweed 4'Herb 10%OBL
Verbena hastata Blue Verbena 4'Herb 10%FACW
Saururus cernuus Lizard's Tail 4'Herb 5%OBL
100%
Temporary Seed Mix
Pure Live Seed
Species Common Name Density (lbs/ac)Approved Date
Secale cereale Rye Grain 140 Sep 15 - April 1
Setaria italica German Millet 50 April 1 - Sep 15
Bioretention
5-Gallon Containerized Plants
Species Common Name Spacing Stratum Number of Plants Wetland
Indicator Status
Lindera benzoin Northern Spicebush -Shrub 3 FAC
Vaccinium corymbosum Highbush Blueberry -Shrub 2 FACW
Viburnum dentatum Arrowwood Viburnum -Shrub 3 FAC
Calycanthus floridus Sweetshrub -Shrub 3 FAC
Ilex vertcillata Winterberry -Shrub 2 FACW
Hamamelis virginiana Witchhazel -Shrub 2 FACU
15
Floodplain Bench Planting Zones
Permanent Seed Mix (20 lbs/ac)
Species Common Name Stratum Density (lbs/acre)Wetland
Indicator Status
Coreopsis tinctoria Golden Tickseed Herb 2.0 FAC
Rudbeckia hirta Blackeyed Susan Herb 2.0 FACU
Sisyrinchium angustifolium Blue-eyed grass Herb 1.5 FACW
Juncus tenuis Path Rush Herb 1.5 FAC
Juncus effusus Common Rush Herb 1.5 OBL
Chamaecrista fasciculata Partridge Pea Herb 1.5 FACU
Carex cherokeensis Cherokee Sedge Herb 1.5 FACW
Pycnanthemum tenuifolium Narrowleaf Mountainmint Herb 1.5 FACW
Helenium autumnale Sneezeweed Herb 1.5 FACW
Carex crinita Fringed Sedge Herb 1.5 OBL
Dichanthelium clandestinum Deer Tongue Herb 1.0 FAC
Conoclinium coelestinum Blue mistflower Herb 1.0 FAC
Chasmanthium latifolium River Oats Herb 1.0 FACU
Schizachyrium scoparium Little Bluestem Herb 1.0 FACU
Park/Bioswale Seed Mix
Permanent Seed Mix (20 lbs/ac)
Species Common Name Density (lbs/ac)Approved Date
Notes:
1.Species will be presented in the Final Plans.
CE
CE
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
CECECE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
CE
CE
SHEET 6.2
SHEET 6.3
SHEET 6.4
Sh
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:
49
7

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6.
1
08
.
3
1
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2
0
2
3
0'100'200'300'
(HORIZONTAL)
N
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P
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FI
D
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R
U
N
BETHEL ROAD
Streambank Planting Zone
Floodplain Bench Planting Zone #1
Floodplain Bench Planting Zone #2
Bioswale Seeding Zone
Bioretention Planting Zone
Planting Zones
X
X
X
X
X
X
X
XXXX
X
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
CE
CE
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
FID
D
L
E
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S

R
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N
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S
T

P
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H
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T
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C
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K
1
0
0
+
0
0
1
0
1
+
0
0
102
+
0
0
10
3
+
0
0
1
0
4
+
0
0
105
+
0
0
106
+
0
0
1
0
7
+
0
0
10
8
+
0
0
1
0
9
+
0
0
200
+
0
0
2
0
1
+
0
0
2
0
2
+
0
0
Sh
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t
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d

B
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:
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b

N
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:
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:
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i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
t
i
n
g

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
6.
2
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Pl
a
n
t
i
n
g

P
l
a
n
Sheet IndexSheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 6.4
SHEET 6.3
SHEET 6.2
0'40'80'120'
(HORIZONTAL)
N
CE
C
E
CE
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
ECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FID
D
L
E
R
S

R
U
N
1
0
7
+
0
0
10
8
+
0
0
1
0
9
+
0
0
11
0
+
0
0
1
1
1
+
0
0
11
2
+
0
0
1
1
3
+
0
0
11
4
+
0
0
1
1
5
+
0
0
1
1
6
+
0
0
200
+
0
0
2
0
1
+
0
0
2
0
2
+
0
0
203
+
0
0
2
0
4
+
0
0
205+
0
0
20
6
+
0
0
2
0
7
+
0
0
208+
0
0
20
9
+
0
0
PROPOSED PARK ACCESS
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
t
i
n
g

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
6.
3
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Pl
a
n
t
i
n
g

P
l
a
n
Sheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 6.4
SHEET 6.3
SHEET 6.2
0'40'80'120'
(HORIZONTAL)
N
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
FID
D
L
E
R
S

R
U
N
BETHEL ROAD
121+21
11
4
+
0
0
1
1
5
+
0
0
1
1
6
+
0
0
1
1
7
+
0
0
11
8
+
0
0
119+0
0
1
2
0
+
0
0
12
1
+
0
0
2
0
7
+
0
0
208+
0
0
20
9
+
0
0
210
+
0
0
21
1
+
0
0
21
2
+
0
0
213+
0
0
213
+
4
2
PROPOSED PARK ACCESS
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
P
l
a
n
t
i
n
g

P
l
a
n
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
6.
4
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Pl
a
n
t
i
n
g

P
l
a
n
Sheet Index
FI
D
D
L
E
R
S

R
U
N
E
A
S
T

P
R
O
N
G

H
U
N
T
I
N
G

C
R
E
E
K
SHEET 6.4
SHEET 6.3
SHEET 6.2
0'40'80'120'
(HORIZONTAL)
N
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
D
e
t
a
i
l
s
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
7.
1
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
,

N
o
r
t
h

C
a
r
o
l
i
n
a
De
t
a
i
l
s
Au
g
u
s
t

3
1
,

2
0
2
3
1
7.1
Native Material Riffle
Not to Scale
TOE OF SLOPE (TYP)
Plan View
Profile A-A'Section B-B'
TOP OF BANK (TYP)
RIFFLE INVERT PER PROFILE
TOP OF BANK (TYP)
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
LOCALLY MINED OR IMPORTED
GRAVEL/COBBLE MIXTURE
(NCDOT Stone Class A)
SEE TYPICAL SECTIONS
FOR RIFFLE SIDE SLOPES
RIFFLE BOTTOM
WIDTH PER
TYPICAL SECTIONS
SEE PROFILE
FOR LENGTH OF RIFFLE
12" MIN.
FLOW
A A'
B'
B
CR-NM
NOTE:
1.SEE PROJECT SPECIFICATIONS FOR BED MATERIAL
GRADATION
Plan View
Profile View
A-A'
Log Section
B-B'
A'
5' MIN.
(TYP)
Angled Log Riffle
Not to Scale
2
7.1
1% - 2%
1/2 TO 2/3
BANKFULL
NOTES:
1.ONSITE ENGINEER TO SPECIFY THE LOCATION AND QUANTITY
OF LOGS.
2.LOGS SHALL BE HARVESTED FROM ON-SITE HARDWOOD
TREES 12" IN DIAMETER OR GREATER, UNLESS OTHERWISE
APPROVED BY ENGINEER. LOGS SHALL BE GENERALLY
STRAIGHT AND FREE OF ROT. ALL LIMBS SHALL BE
MECHANICALLY REMOVED PRIOR TO PLACEMENT AS SHOWN
ON THE DETAIL.
TOP OF BANK
BURY INTO BANK 5' MIN
BEYOND BANKFULL(TYP)
12" DIAMETER OR
GREATER (TYP)
FL
O
W
55° TO 65°
(TYP)0.5' MAX.NORMAL WATER
SURFACE
TOP OF BANK
NON-WOVEN
FILTER FABRIC
THALWEG
FLOW
LOCALLY MINED OR IMPORTED
GRAVEL/COBBLE MIXTURE
(NCDOT Mix of ABC, Class A
and Class B)
LOCALLY MINED OR IMPORTED
GRAVEL/COBBLE MIXTURE
(NDCOT Mix of ABC, Class A and
Class B)TOE OF
SLOPE
BANKFULL
B
B'
A'
FL
O
W
CR-ALR
0.3' - 0.5'
EXCAVATE SMALL
POOLS 0.3' DEEP
DOWNSTREAM OF
IMBEDDED LOGS
PLACE LOG AT
END OF RIFFLE
Chunky Riffle
Not to Scale
TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
Section A-A'
Plan View
Section B-B'
A A'
B
B'
VARIES PER
BASEFLOW
0.3 - 0.5'
3" MAX
3
7.1
CLASS B STONE
OR SALVAGED
ONSITE BOULDERS
MIN 0.5'x1'x1.5'
TAIL OF RIFFLE
ELEVATION POINT
PER PROFILE
HEAD OF RIFFLE
ELEVATION POINT
PER PROFILE
TOP OF BANK (TYP)
RIFFLE INVERT PER PROFILE
CLASS B STONE
OR SALVAGED
ONSITE BOULDERS
MIN 0.5'x1'x1.5'
CLASS B STONE
OR SALVAGED
ONSITE BOULDERS
MIN 0.5'x1'x1.5'LOCALLY MINED OR IMPORTED
GRAVEL/COBBLE MIXTURE
(NCDOT Stone Class A)
SEE PROFILE
FOR LENGTH OF RIFFLE
CR-CH
12" MIN.
FLOW
LOCALLY MINED OR IMPORTED
GRAVEL/COBBLE MIXTURE
(NCDOT Stone Class A)
THALWEG 0.3-0.5' DEEPER
THAN REST OF RIFFLE TO
PROVIDE LOW FLOW PATH
V NOTCH 0.3'-0.5' DEEPER
THAN REST OF RIFFLE TO
PROVIDE LOW FLOW PATH
V NOTCH 0.3'-0.5' DEEPER
THAN REST OF RIFFLE TO
PROVIDE LOW FLOW PATH
Crayfish Glide
Not to Scale
4
7.1
TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
A A'
TAIL OF RIFFLE
ELEVATION POINT
PER PROFILE
SEE PROFILE
FOR LENGTH OF GLIDE
FLOW
Profile View
A-A'
BED MATERIAL
FLOW
CRAYFISH HABITAT
SLAB ROCKS.
SEE NOTES.
NOTE:
1.SLAB ROCKS SHALL BE A 2'x2', 2'x3', OR SOME EQUIVALENT
VARIATION AT MINIMUM. SLAB ROCKS SHALL BE MINIMUM
OF 2-3" THICK, BUT MAY BE MUCH LARGER.
2.STACK SLAB ROCKS IN THE GLIDE UPSTREAM OF THE POOL,
BUT DOWNSTREAM OF THE RIFFLE INVERT, IN A LOCATION
SUCH THAT THE CURRENT IS SWIFT ENOUGH TO PREVENT
SEDIMENT DEPOSITION UNDER OR ON TOP OF SLAB ROCKS
DURING A FLOOD EVENT.
3.TARGET 5 LARGER STACKED SLAB ROCK STRUCTURES PER
SPECIFIED RIFFLE, OR 10-15 SMALLER SLAB ROCK
STRUCTURES PER SPECIFIED RIFFLE IF LARGER ROCKS ARE
UNAVAILABLE.
4.SLAB ROCKS ARE TO BE HAND SELECTED AND INSTALLED AS
DIRECTED BY THE ENGINEER.
NORMAL WATER
SURFACE
TOP OF BANK
THALWEG
CRAYFISH HABITAT
SLAB ROCKS.
SEE NOTES.
Sh
e
e
t
Ch
e
c
k
e
d

B
y
:
Jo
b

N
u
m
b
e
r
:
Dr
a
w
n

B
y
:
Pr
o
j
e
c
t

E
n
g
i
n
e
e
r
:
Da
t
e
:
Re
v
i
s
i
o
n
s
:
49
7

B
r
a
m
s
o
n

C
t
,

S
u
i
t
e

1
0
4
Mo
u
n
t

P
l
e
a
s
a
n
t
,

S
C

2
9
4
6
4
Te
l
:

8
4
3
.
2
7
7
.
6
2
2
1
Li
c
e
n
s
e

N
o
.

F
-
0
8
3
1
PE
R
M
I
T
T
I
N
G
PU
R
P
O
S
E
S
ON
L
Y
X:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
0
0
5
-
1
6
3
5
7

M
o
r
g
a
n
t
o
n

-

B
e
t
h
e
l

P
a
r
k
\
C
a
d
d
\
P
l
a
n
s
\
1
6
3
5
7
-
D
e
t
a
i
l
s
.
d
w
g
Au
g
u
s
t

3
1
,

2
0
2
3
00
5
-
1
6
3
5
7
TW
W
DH
J
GL
S
7.
2
08
.
3
1
.
2
0
2
3
Be
t
h
e
l

P
a
r
k

R
e
s
t
o
r
a
t
i
o
n
Mo
r
g
a
n
t
o
n
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1
7.2
Boulder Toe - East Prong Hunting Creek
Not to Scale
NOTES:
1.BOULDERS SHALL BE BLOCKY IN NATURE. RIPRAP
IS NOT A PERMISSIBLE SUBSTITUTE FOR
BOULDER TOE.
2.ALL BOULDERS SHALL BE MINIMUM OF 4.0' L x
3.0' W x 2.0' H
FLOW
A
A'
TOP O
F

B
A
N
K

(
T
Y
P
)
TOE O
F

S
L
O
P
E

(
T
Y
P
)
TOE O
F

S
L
O
P
E

(
T
Y
P
)
TOP O
F

B
A
N
K

(
T
Y
P
)
0.5'
NONWOVEN FILTER FABRIC
Plan View
Section A-A'
HEADER
ROCK(S)
FOOTER ROCK TO BE
BURIED 1' BELOW
STREAM BED.
BACKFILL MATERIAL WILL BE SOIL
FREE OF STONE AND DEBRIS
CONSISTING OF CLAY, CLAY
LOAM, OR SANDY CLAY LOAM
1'
NOTES:
1.OVEREXCAVATE 5' OUTSIDE OF TOP OF BANK (BANKFULL).
2.INSTALL BASE LOGS PARALLEL TO FLOW AT TOE OF SLOPE. DIAMETER 6"-12".
3.INSTALL BASE LOGS PERPENDICULAR TO FLOW AT INTERVALS ALONG BANK, RESTING ON TOP OF
PARALLEL BASE LOGS. PARALLEL BASE LOGS SHALL BE 6"-12” DIAMETER. PERPENDICULAR BASE
LOGS SHALL BE 4"-6" DIAMETER.
4.INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF SMALL BRANCHES
AND ROOTS COLLECTED ON-SITE AND SOIL TO FILL ANY VOID SPACE. LIGHTLY COMPACT
BRUSH/WOODY DEBRIS LAYER.
5.BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND INSTALLED POINTING
SLIGHTLY UPSTREAM.
6.INSTALL COIR MATTING OVER BRUSH/WOODY DEBRIS AND BACKFILL LAYER.
7.INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL SECTION
DIMENSIONS.
8.SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION PER PLANS.
9.ONSITE ENGINEER ENGINEER SHALL APPROVE SELECT WOODY DEBRIS PRIOR TO INSTALLATION.
Plan View
TOP OF BANK (BANKFULL)
Section A-A'
BASE LOG
4"-6" DIAMETER
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
COIR MATTING OR EQUIVALENT
EROSION CONTROL MATTING.
BACKFILL
DENSELY PACK BRUSH, WOODY DEBRIS AND SOIL
IN BETWEEN BASE LOGS
BASE LOGS PERPENDICULAR TO FLOW
TOE OF SLOPE
2' MIN
3'
BRUSH MATERIAL TO BE
INSTALLED WITH A MINIMUM
OF 75% OF MATERIAL
EMBEDDED INTO BANK
FLOW
A
A'
EROSION CONTROL MATTING
TOP O
F

B
A
N
K

(
T
Y
P
)
TOE O
F

S
L
O
P
E

(
T
Y
P
)
TOE O
F

S
L
O
P
E

(
T
Y
P
)
TOP O
F

B
A
N
K

(
T
Y
P
)
BASE LOGS PARALLEL TO FLOW
BACKFILL
NATIVE SOIL
BASE LOG
6-12" DIAMETERELEV. 6" BELOW
CHANNEL BOTTOM
ELEV. 1' ABOVE
DOWNSTREAM
RIFFLE INVERT
WIDTH PER TYPICAL SECTIONS
6"
Brush Toe
Not to Scale
3
7.2
RIP RAP BEDDING TO BE
BURIED 2' BELOW FOOTER
ROCK
2
7.2
Boulder Toe - Fiddlers Run
Not to Scale
FLOW
A
A'
TOP O
F

B
A
N
K

(
T
Y
P
)
TOE O
F

S
L
O
P
E

(
T
Y
P
)
TOE O
F

S
L
O
P
E

(
T
Y
P
)
TOP O
F

B
A
N
K

(
T
Y
P
)
0.5'
NONWOVEN FILTER FABRIC
Plan View
Section A-A'
HEADER
ROCK(S)
FOOTER ROCK TO BE
BURIED 1' BELOW
STREAM BED.
BACKFILL MATERIAL WILL BE SOIL
FREE OF STONE AND DEBRIS
CONSISTING OF CLAY, CLAY
LOAM, OR SANDY CLAY LOAM
1'
RIP RAP BEDDING TO BE
BURIED 2' BELOW FOOTER
ROCK
NOTES:
1.BOULDERS SHALL BE BLOCKY IN NATURE. RIPRAP
IS NOT A PERMISSIBLE SUBSTITUTE FOR
BOULDER TOE.
2.ALL BOULDERS SHALL BE MINIMUM OF 4.0' L x
2.0' W x 2.0' H
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49
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2
3
Profile View
Plan View
Section A - A'
FLOW
1
7.3
Log Sill
Not to Scale
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
EMBED LOG
5' BEYOND BANKFULL (MIN.)
EXCAVATED SCOUR
POOL PER PROFILE
SILL ELEVATION
PER PROFILE
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
SUPPLEMENT WITH
IMPORTED MATERIAL
NON-WOVEN FILTER FABRIC
SILL ELEVATION
PER PROFILE (TYP)
SILL ELEVATION
PER PROFILE (TYP)
FOOTER LOG
HEADER LOG
SCOUR
POOL
OFFSET HEADER LOG
0.25' TO 0.5' UPSTREAM
OF FOOTER LOG
EXCAVATE
PER PROFILE
Erosion Control Matting
Not to Scale
Section View
Plan View
6" MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAT ENDS
2
7.3
12"
1.25"
Eco-Stake
NOTES:
·TOP ROW OF STAKES SHOULD FACE
AWAY FROM THE STREAM.
·BOTTOM ROW OF STAKES SHOULD
FACE TOWARDS THE STREAM.
·MIDDLE ROWS OF STAKES SHOULD
FACE UPSTREAM.
3
7.3
Plan View
Section B-B'
Section A-A'
B'
B
TOP OF BANK (TYP)
TOE OF SLOPE (TYP)
Log J-Hook
Not to Scale
Y
FILTER FABRIC
EXTENDS 5' MIN.
H
OFFSET HEADER LOG
0.25' TO 0.5' UPSTREAM
OF FOOTER LOG
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
SUPPLEMENT WITH
IMPORTED RIVER ROCK
HEADER LOG
FOOTER LOG
HEADER LOG
FOOTER LOG
WOVEN FILTER FABRIC
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
SUPPLEMENT WITH
IMPORTED RIVER ROCK
PLACE HEADER BOULDER
TO PREVENT LOG FROM SHIFTING.
INVERT ELEVATION
PER PROFILE EXCAVATE POOL
PER PROFILE
PLACE HEADER BOULDERS
WITH 1' TO 2' CLEAR SPACE
BETWEEN ROCKS.
NO GAP BETWEEN FOOTERS
Fiddlers Run East Prong
Hunting Creek
H (FT)1.3 1.8
X (FT)21 28
Y (FT)4.5 4.5
S (%)8 8
MIN. BOULDER SIZE
(L,W,H)4 x 3 x 2 4 x 3 x 2
EXTEND INTO
BANK IN TOP 1
3
OF SIDE SLOPES
Plan View
FLOW
FLOW
FL
O
W
B
B'
TOP OF BA
N
K

(
T
Y
P
)
TOE OF SLOPE (TYP)
A
A'
STREAMBED
NOTES:
1.LOG MAY BE ANGLED 20° TO 25° RELATIVE TO BANKFULL.
2.12" MINIMUM DIAMETER FOR LOGS.
ECO-STAKE (TYP)
EROSION CONTROL
MATTING (TYP)
ECO-STAKE (TYP)
TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
TOP OF BANK
3' MAX.
SPACING
.4"
SCOUR
POOLFLOW
TOE OF SLOPE
A'
A
TOP OF BANK
FLOW
SLOPE (S)
25°
VANE ARM
LENGTH
(X)
LENGTH OF
ARM (Y)
TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
SCOUR
POOLS
STRUCTURE INVERT
ELEVATIONS PER PROFILE.
25°-30°
EMBED LOG TO BANKFULL
OR 5' (MIN) WHICHEVER
IS GREATER
PLACE HEADER BOULDER
TO PREVENT LOG FROM SHIFTING.
Section A-A'
A
A'
Section B-B'
H
TOP OF BANK
FLOW SLOPE (S)
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
HEADER LOG
FOOTER LOG
W-Weir
Not to Scale
4
7.3
Fiddlers Run East Prong
Hunting Creek
H (FT)2.2 2.2
X (FT)17.5 17.5
Y (FT)35 35
S (%)3 - 5 3 - 5
MIN. LOG SIZE (DBH)24"24"
NOTES:
1.24" MINIMUM DIAMETER FOR LOGS.
NOTES:
1.24" MINIMUM DIAMETER FOR LOGS.
X
HEADER LOG
FOOTER LOG
1
2 BANKFULL
TOP OF BANK
FL
O
W
FL
O
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2
3
NOTES:
1.WHEN REQUIRED TO USE WIRE BACKING USE WIRE
A MINIMUM OF 32" IN WIDTH AND WITH A
MINIMUM OF 6 LINES OF WIRES WITH 12" STAY
SPACING.
2.USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH
AND FASTEN ADEQUATELY TO THE WIRES IN
ACCORDANCE WITH GA DHEC BMP HANDBOOK.
3.PROVIDE 5' STEEL POST OF THE SELF-FASTENER
ANGLE STEEL TYPE. ANGLE STEEL TYPE.
WIRE
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
MIDDLE AND VERTICAL
WIRES SHALL BE 12.5
GAGE MIN.
FILTER FABRIC
EXISTING GROUND
FILTER FABRIC
COMPACTED FILL
EXTEND FABRIC
INTO TRENCH
8"
4"
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
STEEL POST
2'-0" DEPTH
30" MIN.
1
7.4
Temporary Silt Fence
Not to Scale
2
7.4
Safety Fence
Not to ScaleSAF[X]
6' MAX. WITH WIRE
ORANGE SAFTY
FENCE
"T" OR "U" POST DRIVEN
MINIMUM OF 18" INTO GROUND
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
4' MIN.
MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY TESTS REQUIREMENTS
MATERIAL N/A POLYETHYLENE
RECOMENDED COLOR N/A "INTERNATIONAL ORANGE"
TENSILE YIELD ASTM D638 AVE. 2000 LBS. PER 4' WIDE
ULTIMATE TENSILE STRENGTH ASTM D638 AVE. 2900 LBS. PER 4' WIDE
ELONGATION AT BREAK (%)ASTM D638 GREATER THAN 1000%
CHEMICAL RESISTANCE N/A INERT TO MOST CHEMICALS AND ACIDS
18" MIN.
3
7.4
Temporary Stream Crossing - Timber Mats
Not to Scale
TWATER DIVERSION CHANNEL
MUD MATS
SUPPORT LOG
12" Ø MIN.
FILTER FABRIC
CLASS B
STONE
NOTES:
1.TEMPORARY STREAM CROSSING LOCATIONS INCLUDED IN
THE ESC PLANS.
2.CONSTRUCT STREAM CROSSING WHEN FLOW IS AT
NORMAL BASEFLOW.
3.MINIMIZE CLEARING AND EXCAVATION OF STREAM BANKS.
DO NOT EXCAVATE CHANNEL BOTTOM.
4.INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
5.MAINTAIN CROSSING SO THAT RUNOFF IN THE
CONSTRUCTION ROAD DOES NOT ENTER EXISTING
CHANNEL.
6.STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE
EDGE OF THE MUD MAT.
7.CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP
ANGLE ACCORDING TO EQUIPMENT UTILIZED.
8.MATS SHALL BE 16' LONG OR A MINIMUM OF 4' LONGER
THAN TOP OF BANK WIDTH.
9.ALL MATS SHALL BE 4' IN WIDTH.
10.16' MATS SHALL BE CONSTRUCTED OF A MINIMUM 8"X8"
HARDWOOD TIMBERS.
11.MATS LONGER THAN 16' SHALL BE CONSTRUCTED OF A
MINIMUM 12"X12" HARDWOOD TIMBERS.
12.ALL MATS SHALL HAVE NO GAPS BETWEEN TIMBERS.
13.THE CONTRACTOR MAY USE THE ALTERNATE TEMPORARY
STREAM CROSSING, CULVERT CROSSING, AS APPROVED BY
THE ENGINEER.
5'
5' DIM
Temporary Stream Crossing - Timber Mats
Section View
C
NOTES:
1.TEMPORARY STREAM CROSSING LOCATIONS INCLUDED IN
THE ESC PLANS.
2.CONSTRUCT STREAM CROSSING WHEN FLOW IS AT
NORMAL BASEFLOW.
3.MINIMIZE CLEARING AND EXCAVATION OF STREAM BANKS.
DO NOT EXCAVATE CHANNEL BOTTOM.
4.INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
5.MAINTAIN CROSSING SO THAT RUNOFF IN THE
CONSTRUCTION ROAD DOES NOT ENTER EXISTING
CHANNEL.
6.STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE
EDGE OF THE MUD MAT.
7.CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP
ANGLE ACCORDING TO EQUIPMENT UTILIZED.
8.MATS SHALL BE 16' LONG OR A MINIMUM OF 4' LONGER
THAN TOP OF BANK WIDTH.
9.ALL MATS SHALL BE 4' IN WIDTH.
10.16' MATS SHALL BE CONSTRUCTED OF A MINIMUM 8"X8"
HARDWOOD TIMBERS.
11.MATS LONGER THAN 16' SHALL BE CONSTRUCTED OF A
MINIMUM 12"X12" HARDWOOD TIMBERS.
12.ALL MATS SHALL HAVE NO GAPS BETWEEN TIMBERS.
13.THE CONTRACTOR MAY USE THE ALTERNATE TEMPORARY
STREAM CROSSING, CULVERT CROSSING, AS APPROVED BY
THE ENGINEER.
4
7.4
Temporary Stream Crossing - Culvert
Not to Scale
FL
O
W
TO
P

O
F

B
A
N
K
TO
E

O
F

S
L
O
P
E
TO
P

O
F

B
A
N
K
RIP-RAP COVERED BY
APPROPRIATELY LARGE
ANGULAR ROCK.
COARSE AGGREGATE
MI
N
.

7
2
"

P
I
P
E
DI
A
M
E
T
E
R
25' MIN.25' MIN.
Section View
Plan View
TO
E

O
F

S
L
O
P
E
FL
O
W
Temporary Stream Crossing - Culvert
MI
N
.

7
2
"

P
I
P
E
DI
A
M
E
T
E
R
COARSE AGGREGATE 6"MIN. 72" PIPE DIAMETER
1/2 DIAMETER OF PIPE OR 12",
WHICHEVER IS GREATER
EARTH FILL COVERED BY
APPROPRIATELY
LARGE ANGULAR ROCK.
EMBEDDED 6"
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2
0
2
3
IMPERVIOUS DIKE
(SEE INSET "B")
INTAKE HOSE
PUMP
DISCHARGE HOSE
IMPERVIOUS DIKE
(SEE INSET "A")
10' X 5' STABILIZED OUTLET
USING CLASS B RIPRAP AND
NCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "B")
INTAKE HOSE
DEWATERING
PUMP
DISCHARGE HOSE
SAND BAG
(24" X 12" X 6")
OR STONE.
IMPERVIOUS SHEETING
FLOW
FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
10' MIN.
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
FILTER FABRIC
Inset "B"
Stabilized Outlet
Plan View
Inset "A"
Impervious Dike
NOTE:
·PROVIDE STABILIZED OUTLET TO
STREAMBED.
ACTIVE WORK AREA
Pump Around System
Not to Scale
1
7.5
2
7.5
Channel Plug
Not to Scale
Section A-A'
Plan View
EROSION CONTROL MAT
1
1
COMPACTED SELECT
MATERIAL
CHANNEL BACKFILL
SIDE SLOPE PER
TYPICAL SECTION
P R O P O S E D C H A N N E L
A A'FLOW
ABANDONED
CHANNEL
FLOW
WORK AREA
TOE OF SLOPE/BANK
INSTALL TURBIDITY CURTAIN
DOWNSTREAM OF WORK AREA.
NOTES:
1. TURBIDITY CURTAIN SHOULD BE INSTALLED DIRECTLY
DOWNSTREAM OF WORK AREA AND INSTALLED IN
STREAM TO CAPTURE ANY STREAM FLOW THAT
CONTACTS WORK AREA.
2. TURBIDITY CURTAIN SHOULD BE SUITABLE FOR USE IN
MOVING WATER AND INSTALLED ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS.
3. RECOMMENDED USE OF ELASTEC TYPE II DOT
FASTWATER SCREEN OR SIMILAR REPLACEMENT.
4. TURBIDITY CURTAIN SHOULD BE INSPECTED,
MAINTAINED, AND ADJUSTED DAILY TO ENSURE
PROPER FUNCTION.
3
7.5
Turbidity Curtain
Not to Scale
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NOTE:
1.LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN ON PLANS
AND DIRECTED BY THE ENGINEER.
2.5x5' AVG LIVESTAKE SPACING (STAGGERED ROWS, AS SHOWN
IN PLAN VIEW OF DETAIL).
3.BEGIN LIVE STAKE PLANTING 1' HORIZONTALLY FROM
BASEFLOW WATER SURFACE.
4.LIVE STAKING SHOULD BE COMPLETED DURING THE DORMANT
SEASON, GENERALLY DECEMBER TO APRIL.
Plan View
2'

T
O

3
'

L
I
V
E

S
T
A
K
E
TA
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E
D

A
T

B
O
T
T
O
M
1/2" TO 2"
DIAMETER
Live Stake Detail
5' SPACING FOR LIVE STAKES
3' SPACING HERBACEOUS PLUGS
TOE OF SLOPE
TOP OF BANK
EROSION CONTROL MATTING
(SEE DETAIL)
TOE OF SLOPE
Section View
LIVE STAKE (TYP)
2
7.6
Live Staking and Juncus Plugs
Not to Scale
JUNCUS PLUG
LIMITS PER PLANS
Boardwalk
Not to Scale
1
7.6
1 1
4" - 1 1
2" GALVANIZED
WELDED PIPE HANDRAIL
TYPICAL BOTH SIDES.
2" X 6" DECKING
USE #10X3" STAINLESS STEEL COUNTER
SNAP SCREWS ON DECK ONLY
DECK LEVEL
GRADE
2" X 6" JOIST
4"
18"
12"
6"
4"
2'
8"
16"
USE #10X3" STAINLESS
STEEL COUNTER SNAP
SCREWS ON DECK ONLY
VARIES
NOTES:
1.ACTUAL HEIGHT OF DECK TO BE DETERMINED IN
THE FIELD.
2.IF A 1:12 SLOPE CANNOT BE MAINTAINED,
FOLLOW THE GUIDELINES STATED UNDER 28
CFR PART 36 SECT. 4.1.6(3)(A).
3.WHERE SITE CONDITIONS DO NOT ALLOW FOR
BORING, USE STANDOFFS AT THE BASE OF THE
4"X4" AND SIT ON GRADE.
Boardwalk Section/Elevation
Boardwalk Plan
2"x6" @ 16" OC TYPICAL ATTACH WITH JOIST HANGERS
HANDRAIL BOTH SIDES ATTACH WITH PIPE GRIP TIES BRICK SIDEWALK OR ADA RAMP
CURB RAMP
WITH DETECTABLE WARNING
1:
5
0
CR
O
S
S
SL
O
P
E
1:
5
0
CR
O
S
S
SL
O
P
E
2"x6" JOIST TYPICAL @ 4"x4"4"x4" POST
CLEAR BETWEEN
SAFETY RAILS
5'-2"
BEGIN SLOPE
DOWN
VARIES (SEE PLAN)
6'
FL
O
W
TO
E

O
F

S
L
O
P
E
(
T
Y
P
)
NO. 57 STONE
CLASS B
RIPRAP
2' MIN.
3'
NO. 57 STONE 4 INCHES
WIDE ON UPSTREAM FACE
SPILLWAY CREST
CLASS B RIPRAP
Plan View
Section A-A'
Temporary Rock Check Dam
Not to Scale
2 3 STREAM
WIDTH
3'
TOE OF SLOPE
CLASS B RIPRAP
TOP OF BANK
6"
Section B-B'
5' MIN.
FLOW
3
7.6
A
A'
B B'
NOTES:
1.SEE PLANS FOR LOCATION OF ALL
TEMPORARY ROCK CHECK DAMS.