20210499 Ver 1_Pre-Filing Meeting Request_20210303

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20210499
Version *
1
Asheville Regional Office - [phone]
Amy Annino
Pre -Filing Meeting Request submitted 3/3/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Owen Carson
[e-mail]
Black Bear Access Area
Duke Energy Carolinas, LLC c/o John Crutchfield
McDowell
Street Address
526 E. Church Street
Address Line 2
EC12Q
City State / Rovince / Region
Charlotte North Carolina
Fbstal / Zip Code Country
28202 USA
Is this a transportation project?* r Yes ( No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes (' No
Do you know the name of the staff member you would like to request a meeting with?
Andrew Moore (I believe it's under his jurisdiction)
Please give a brief project description below and include location information. *

In late 2019, Duke Energy contracted Equinox to develop designs for
a campsite at their Black Bear Access area on Lake James in Nebo,
NC. Following initial efforts and drafts, Equinox submitted and
received approval for a PJD in August 2020 (signed by USACE
Regulatory Specialist: Brandee Boggs), and is now ready to submit
for the permits. We're at 70-80% design completion and have all of
our stormwater and sediment and erosion control drawings and calcs
available for review.
Please give a couple of dates you are available for a meeting.
3/8/2021
3/9/2021
3/10/2021
3/15/2021
3/16/2021
Please attach the documentation you would like to have the meeting about.
2021.02.15_100% CD Set.pdf 97.6MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
elf OA-e 62)?..tderor
Submittal Date 3/3/2021

PROJECT NAME:
BLACK BEAR ACCESS AREA
ADDRESS:
Lake James
McDowell County
6514 Lake James Road
Marion, NC 28752
FERC Project No. 2232
LATITUDE: 35.746326 ° N
LONGITUDE: -81.970221° W
PROJECT SIZE:
Approximate Acreage: 164 Ac
Temporary/Current Disturbance Area: 21.20 Ac
HIGH WATER MARK: 1200'
All aspects of work shall be performed in
accordance with all applicable local, state, and
federal regulations pertaining to worker safety.
LANDSCAPE ARCHITECT:
Equinox
LANDSCAPE ARCHITECT CONTACT:
David Tuch
37 Haywood Street, Suite 100
Asheville, NC 28801
[phone] (x202)
[e-mail]
CLIENT/OWNER:
Duke Energy Corporation
BLACK BEAR ACCESS AREA
CONSTRUCTION DOCUMENTS
ISSUED: February 15, 2021
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GENERAL:
1.CALL 811 TO LOCATE ALL UTILITIES PRIOR TO DIGGING.
2.SEDIMENTATION OF THE STORMWATER CONTROL MEASURES WILL CAUSE FAILURE,
THEREFORE, INSTALL ALL STORMWATER CONTROL MEASURES ONLY AFTER ALL SEDIMENT AND
EROSION ON-SITE IS CONTROLLED AND SITE IS STABILIZED AND SEEDED. ( SEE EROSION
CONTROL MEASURE SECTION IN NOTES FOR MORE DETAIL).
3.WHERE CONFLICTS OCCUR BETWEEN NOTES, DRAWINGS, OR SPECIFICATIONS, THE
CONTRACTOR SHALL NOT PROCEED WITH THE AFFECTED WORK UNTIL THE LANDSCAPE
ARCHITECT ISSUES A CLARIFICATION.
APPROVALS
4.PRIOR TO CUTTING IN THE ROADS, THE CENTER LINE OF THE ROAD SHALL BE FLAGGED AND
REVIEWED BY THE CLIENT AND THE PROJECT LANDSCAPE ARCHITECT.
5.ONCE THE ROADS ARE CUT IN BY THE CONTRACTOR, CORNERS OF ALL STRUCTURES AND ALL
CAMPSITE CENTERS SHALL BE STAKED FOR REVIEW BY THE CLIENT AND THE PROJECT
LANDSCAPE ARCHITECT AS ADJUSTMENTS MAY BE NEEDED. THE CLIENT AND PROJECT
LANDSCAPE ARCHITECT WILL BE GIVEN TWO WEEKS' NOTICE PRIOR TO THE START OF THE
CONSTRUCTION OF THE CAMPSITES.
CONSTRUCTION:
6.SEE CONSTRUCTION SEQUENCE ON EROSION CONTROL SHEETS.
7.SEE SITE PREPARATION SHEETS FOR NOTES ABOUT REUSING FELLED TREES.
8.BURNING IS NOT PERMITTED.
9.EDGE OF WATER AT TIME OF SURVEY SHOWN - ACTUAL WATER ELEVATION MAY VARY.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL APPLICABLE BUILDING PERMITS,
LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO PERFORM THE SPECIFIED WORK.
11.ALL ASPECTS OF WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL,
STATE, AND FEDERAL REGULATIONS PERTAINING TO WORKER SAFETY.
12.ALL PAVING MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE STATE'S DOT "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES."
13.CONTRACTOR SHALL COORDINATE ALL SITE ACTIVITIES WITH OWNER OR DESIGNATED
REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DELIVERY,
STORAGE, AND HANDLING OF ALL MATERIALS REQUIRED FOR THE PROJECT.
14.ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 30 WORKING DAYS FOLLOWING THE
COMPLETION OF LAND DISTURBING ACTIVITIES. IF THERE ARE MORE STRINGENT SOIL
STABILIZATION GUIDELINES PUT IN PLACE BY LOCAL, COUNTY, STATE, OR FEDERAL AGENCIES
OR CALLED FOR BASED ON PERMIT REQUIREMENTS THEN THE MORE STRINGENT GUIDELINES
SHALL CONTROL AND GOVERN ON THE PROJECT.
15.CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SPOIL MATERIAL OFF OF THE OWNER’S
PROPERTY IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL ENVIRONMENTAL LAWS AND
REGULATIONS AT THE PRE-DETERMINED LANDFILL SITE. LANDFILL FEES SHALL BE INCLUDED IN
THE CONTRACTOR’S PROJECT FEE. THIS INCLUDES ALL SURPLUS SOIL MATERIAL, UNSUITABLE
TOPSOIL, ROCK, OBSTRUCTIONS, DEMOLISHED MATERIALS AND WASTE MATERIALS (INCLUDING
TRASH AND DEBRIS). ANY BORROW SITE UTILIZED FOR BORROW MATERIAL IS REQUIRED AN
APPROVED EROSION AND SEDIMENT CONTROL CERTIFICATE/PERMIT PRIOR TO THE INITIATION
OF THE LAND DISTURBING ACTIVITY.
5.REMOVE ALL DAMAGED TREES NEAR TRAILS OR CAMPSITES THAT POSE A SAFETY HAZARD.
6.CONTRACTOR TO FURNISH AND PROVIDE THIRD PARTY MATERIAL TESTING AS PART OF
CONSTRUCTION BID.
7.CONTRACTOR TO FURNISH AND PROVIDE THIRD PARTY GEOTECHNICAL EVALUATION OF
SUBGRADE TO ENSURE ADEQUATE BEARING. ECS CAN PROVIDE THIS SERVICE. (CONTACT MATT
FOGELMAN AT 828.665.2307)
8.CONTRACTOR TO CONFORM TO OWNER'S SAFETY PROTOCOL AND PROVIDE A SITE SPECIFIC
SAFETY PLAN AND OTHER DOCUMENTATION AS NECESSARY.
9.FOR PLASTIC SEWER PIPING, STORM AND SANITARY, AN INSULATED COPPER TRACER WIRE OR
OTHER APPROVED CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND OVER THE FULL
LENGTH OF THE PIPING. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN 14 AWG AND THE
INSULATION TYPE SHALL BE LISTED FOR DIRECT BURIAL.
10.ALL FASTENERS TO BE GALVANIZED STEEL UNLESS OTHERWISE SPECIFIED
11.ALL WOOD TO BE PRESSURE TREATED UNLESS OTHERWISE SPECIFIED.
12.SEE SPECIFICATIONS FOR COMPOSITE TIMBER.
GRADING:
13.ALL PROPOSED SPOT GRADES AND CONTOURS SHOW FINISH GRADE.
14.ALL CUT SLOPES AND FILL SLOPES TO BE 2:1 AND 3:1 RESPECTIVELY UNLESS OTHERWISE
INDICATED.
15.CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 1.9%
16.GROUND SURFACE SHALL BE SHAPED TO PROVIDE POSITIVE DRAINAGE. A MIN. OF 2% IN THE
DIRECTION OF DESIRED FLOW IS REQUIRED FOR NON PAVED SURFACES AND A MIN. OF 1% FOR
PAVED SURFACES.
17.ALL PROFILES REFLECT CENTERLINE GRADES.
18.ROAD CROSS SECTIONS ARE BASED ON PROPOSED CENTERLINES.
19.SAFETY RAILING TO BE APPLIED TO SIDEWALKS AND TRAILS FOR SAFETY WHEN THE FOLLOWING
CONDITIONS ARE MET- THE DOWNHILL SIDE OF THE WALK EXCEEDS A 30" ELEVATION CHANGE
WITHIN 36" HORIZONTAL CHANGE.
GEOTECHNICAL:
20.REFER TO GEOTECHNICAL ENGINEERING REPORT (BY ECS SOUTHEAST) FOR DETAILED SOIL
BORING TESTING ANALYSIS AND CONSTRUCTION RECOMMENDATIONS (SEE SPECIFICATIONS
FOR FULL REPORT).
21.IN SOME LOW, WET AREAS ON SITE, UNDERCUTTING OF EXCESSIVELY SOFT MATERIALS MAY BE
CONSIDERED INSUFFICIENT. IN SUCH LOW-LYING AREAS, THE USE OF REINFORED BIAXIAL-
GEOGRID MAY BE NECESSARY UNDER THE ADVISEMENT OF THE OWNER AND THE
GEOTECHNICAL ENGINEER, AS THESE FIELD CONDITIONS MAY ARISE.
22.IF SOFT OR UNSUITABLE SOILS SUCH AS UNDOCUMENTED FILL OR MOISTURE SENSITIVE SOILS
ARE OBSERVED, AT FOOTING LOCATIONS OR LOCATIONS REQUIRING COMPACTION, THE
UNSUITABLE SOILS SHOULD BE UNDERCUT AND REMOVED. ANY UNDERCUT SHOULD BE
BACKFILLED WITH CRUSHED STONE, ENGINEERED FILL, OR LEAN CONCRETE UP TO THE
ORIGINAL DESIGN BOTTOM OF THE FOOTING AND/OR SURFACE BASE COURSE. ECS CAN
PROVIDE THIS (CONTACT MATT FOGELMAN AT 828.665.2307).
23.PROOF ROLLING UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER SHOULD BE
CONDUCTED BEFORE THE LAYING OF ANY BASE LAYER OF PAVING. ECS CAN PROVIDE THIS
(CONTACT MATT FOGELMAN AT 828.665.2307).
CONCRETE:
24.UNLESS OTHERWISE SPECIFIED, ALL CONCRETE SHALL HAVE NATURAL SAND FINE AGGREGATE,
EMBEDDED FIBERGLASS, AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM
C33, TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150, AND SHALL HAVE THE FOLLOWING
MINIMUM COMPRESSIVE STRENGTH (F’C) AT 28 DAYS:
24.1.FOOTINGS 3000 PSI W/ (ENTRAINED AIR & FLY ASH OPTIONAL)
24.2.SLABS 4000 PSI W/ 5% ENTRAINED AIR AND FLY ASH
24.3.EXTERIOR WALKS 4000 PSI W/ 5% ENTRAINED AIR AND FLY ASH
25.SCHEDULE OF CONCRETE FINISHES (UNLESS OTHERWISE SPECIFIED ON PLANS):
SLABS: NON-SLIP STIFF BROOM FINISH.
EXTERIOR SIDEWALKS AND PATHS: NON-SLIP STIFF BROOM FINISH.
ALL UNEXPOSED CONCRETE SURFACES: U.O.N. ROUGH FORM FINISH.
ALL EXPOSED CONCRETE SURFACES: U.O.N. SMOOTH RUBBED FINISH.
26.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ANCHOR BOLTS,
CLIPS, INSERTS, CONNECTION PLATES, SLEEVES, SLOTS, AND OTHER REQUIRED ITEMS IN
ACCORDANCE WITH THE CONTRACT DRAWINGS, AND IN COOPERATION WITH OTHER TRADES
PRIOR TO PLACING THE CONCRETE.
27.CONTROL JOINTS TO BE GROOVED WHEN CONCRETE IS STILL WET AND PLIABLE (1 8" - 1 16"
WIDTH BY 1 4" DEEP) WITH A MINIMUM OF EVERY 5' AND MAXIMUM OF EVERY 12' OF CONCRETE
SURFACE OR PAD. FOUNDATION CONCRETE SHOULD BE PLACED THE SAME DAY AS EXCAVATION
FOR FOUNDATION AND FOOTINGS. (SEE GEOTECHNICAL REPORT IN SPECIFICATIONS FOR MORE
DETAIL).
CONCRETE REINFORCEMENT:
28.CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60.
REINFORCEMENT DESIGNATED AS CONTINUOUS SHALL LAP 36 BAR DIAMETERS AT SPLICES,
UNLESS NOTED OTHERWISE.
29.ALL CONCRETE REINFORCEMENT BARS SHALL BE ACCURATELY AND SECURELY TIED AND
ANCHORED IN PLACE TO PREVENT DISLOCATION DURING THE CONCRETE PLACEMENT
OPERATION.
30.MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL CONFORM TO THE
AMERICAN CONCRETE INSTITUTE COMMITTEE 318, SECTION 7.7, UNLESS NOTED OTHERWISE.
31.WHERE REINFORCEMENT BARS ARE NOT USED, USE FIBER REINFORCEMENT AS SHOWN IN
DETAILS.
32.CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TESTING AS REQUIRED DURING
CONSTRUCTION, TO BE APPROVED BY THE OWNER.
STONE & ROCK:
33.IF EXISTING STONE AND ROCK MATERIAL ON SITE IS SUITABLE AND EQUIVALENT TO THE
MATERIAL SPECIFIED, CONTRACTOR MAY UTILIZE ON SITE MATERIAL INSTEAD OF QUARRY
MATERIAL WITH PRIOR APPROVAL REQUIRED BY LANDSCAPE ARCHITECT. AS PRIORITY, USE
TABLE AS SHOWN IN DETAIL 3 ON L6.6.
34.SAMPLES OF EACH TYPE OF ROCK, INCLUDING RIVER ROCK, COBBLE, BOULDERS , AND
FIELDSTONE ARE TO BE APPROVED ON SITE BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
35.RIVER ROCK/COBBLE TO BE MIXED SIZES UNLESS OTHERWISE SPECIFIED. AVERAGE SIZE: 2"-4"
(SMALL); 6"-8" (MEDIUM); AND 10"-12" (LARGE) / NOTIFY LANDSCAPE ARCHITECT IF PRODUCTS
VARY FROM THIS SIZE RANGE.
36.ALL ROCK TO BE WASHED IMMEDIATELY BEFORE DELIVERY, UNLESS OTHERWISE SPECIFIED.
PLANTING:
37.CONTRACTOR SHALL VERIFY ALL QUANTITIES, MEASUREMENTS AND SITE CONDITIONS. NO
PLANT SUBSTITUTIONS ALLOWED UNLESS WRITTEN PERMISSION FROM LANDSCAPE ARCHITECT
IS GIVEN.
38.IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE PLAN AND
THE QUANTITIES IN THE PLANT SCHEDULE USE THE HIGHER NUMBER OF PLANTS.  IF THIS
OCCURS NOTIFY THE PROJECT LANDSCAPE ARCHITECT, EQUINOX.
39.ALL PLANTING BEDS ARE TO BE CLEANED OF ROCKS AND DEBRIS >1", TILLED TO 12" DEPTH AND
AMENDED WITH 3"OF NATURES HELPER (OR APPROVED EQUAL),THEN THOROUGHLY TILLED
TOGETHER. SEE STONE & ROCK.
40.PLANTING SOIL SHALL BE TOPSOIL AMENDED WITH 3" OF NATURES HELPER (OR APPROVED
EQUAL) AND THOROUGHLY TILLED TOGETHER.
41.ANY REMAINING DISTURBED, NON-PLANTED AREAS ARE TO BE FINE GRADED AND SEEDED WITH
FESCUE BLEND OR MULCHED AS NOTED ON PLAN.
42.ALL PLANTS, MATERIALS, PLANTING AND SEEDING ACTIVITIES SHALL CONFORM TO LANDSCAPE
INDUSTRY STANDARDS. COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST
EDITION OF "AMERICAN STANDARD OF NURSERY STOCK". PROVIDE STOCK TRUE TO BOTANICAL
NAME AND LEGIBLY TAGGED.
43.STOCKPILE LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT.
44.KEEP PLANT SPECIES MOIST AND SHADED UNTIL INSTALLATION. DO NOT LEAVE IN THE SUN OR
LET PLANTS DRY OUT. SATURATE PLANTS AFTER INSTALLATION. PLANTS SHALL NOT BE
DELIVERED ON-SITE PRIOR TO 5 DAYS BEFORE INSTALLATION.
45.DIG, PACK, TRANSPORT AND HANDLE ALL PLANTS WITH CARE TO ENSURE PROTECTION FROM
INJURY. STORE PLANTS IN THE MANNER NECESSARY TO ACCOMMODATE THEIR
HORTICULTURAL REQUIREMENTS. HEEL-IN PLANTS IF NECESSARY TO PROTECT ROOT BALLS
AND KEEP FROM DRYING OUT.
46.ALL PLANTS TO BE INSPECTED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. IF ANY
PLANTS ARE IN POOR CONDITION, UNHEALTHY LOOKING, DISEASED, OR DYING THE
CONTRACTOR WILL REPLACE AS REQUESTED BY LANDSCAPE ARCHITECT OR THE OWNER.
47.DURING INSTALLATION, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY
CONDITIONS WHICH MAY BE HARMFUL TO PLANT LIFE, SUCH AS HAZARDOUS MATERIALS, ETC.
LANDSCAPE ARCHITECT SHALL MAKE RECOMMENDATIONS TO ADDRESS THE SPECIFIC
SITUATION.
48.CONTRACTOR TO REMOVE ALL STONES OVER 1" IN DIA. AND ALL CONSTRUCTION DEBRIS
INCLUDING GRAVEL, CONCRETE, ROOTS, AND OTHER MATERIAL THAT MAY BE HARMFUL OR
PREVENT PROPER ESTABLISHMENT AND OR MAINTENANCE OF PLANTING AREAS.
49.IN AREAS WHERE CONSTRUCTION MATERIAL IS EMBEDDED IN THE SOIL, CONTRACTOR SHALL
REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND ADD FILL WITH CLEAN, WEED-FREE
PLANTING SOIL.
50.LARGE MATURING TREES SHALL NOT BE PLANTED UNDER OVERHEAD POWER LINES OR WITHIN
SEWER RIGHTS-OF-WAY. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO RESOLVE
ANY ISSUES BEFORE PLANTING.
51.FOR ALL B&B TREES, ROOT BALL SHALL REMAIN MOIST AT ALL TIMES AND SHOULD RETAIN
SHAPE WHEN REMOVING TOP 1/2 -2/3 OF WIRE BASKET FOR TRANSPLANTING. CONTRACTOR
SHALL REMOVE TOP 1/2 OF BURLAP FROM ROOT BALL.
52.ALL PLANTINGS TO BE WATERED AFTER PLANTING IMMEDIATELY (SAME DAY) AND TO BE
CONTINUED TO BE WATERED REGULARLY (2X A DAY) UNTIL CONSTRUCTION IS COMPLETE .
53.ALL CONTAINER, B&B TREES AND SHRUBS TO BE GUARANTEED FOR 1 YEAR (MINIMUM).
54.ALL MULCH TO BE DOUBLE GROUND HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED.
55.ALL PLANTING BEDS, CONTAINER TREES AND SHRUBS, AND B&B TREES TO BE MULCHED WITH
NO MORE THAN 2 1 2 " OF MULCH.
56.ALL EXISTING AND PROPOSED TREES WITHIN LIMITS OF DISTURBANCE AND NOT CONTAINED
WITHIN A MULCHED BED ARE TO RECEIVE A 5' DIAMETER CIRCLE OF MULCH.
57.AREAS UNDER EXISTING TREE DRIPLINES ARE NOT TO BE TILLED.
58.ALL PLANT LOCATIONS TO BE APPROVED BY EQUINOX PRIOR TO INSTALLATION.
59.PLANTS TO BE PLANTED IN NATURALIZED DRIFTS, IN TRIANGULATED PATTERNS TO
BLEND INTO NATURAL SETTINGS. TYPICALLY TREES AND SHRUBS CAN BE PLANTED ON
10' O.C. (ON CENTERS, TYP.) PLANTS TO BE PLANTED IN GROUPS OF 1, 3, 5, 7, 9, AND 11,
TYPICAL.
60.PLANTINGS CAN BE A VARIETY OF TREE AND SHRUB MATERIALS, INCLUDING
CONTAINERS AND BALL & BURLAP - SEE PLANTING DETAILS FOR INSTALLATION
PROCEDURES.
61.MAINTENANCE: PRUNE UP TREES FOR CLEARANCE AT 6'0" TYPICAL.
62.IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE PLAN
AND THE QUANTITIES IN THE PLANT SCHEDULE USE THE HIGHER NUMBER OF PLANTS.
IF THIS OCCURS NOTIFY THE PROJECT LANDSCAPE ARCHITECT, EQUINOX.
UNIVERSAL ACCESS TRAIL GUIDELINES :
63.ADA ACCESS TO RECREATION AREAS (FISHING PIER)
·CLEAR TREAD WIDTH: 60 INCH MINIMUM
·CROSS SLOPE: NO MORE THAN 1.9%
·RUNNING SLOPE (TRAIL GRADE) MEETS ONE OR MORE OF THE FOLLOWING:
-5% OR LESS FOR ANY DISTANCE.
-UP TO 8.33% FOR 80' MAX. RESTING INTERVALS NO MORE THAN 50' APART.
·NO MORE THAN 30% OF THE TOTAL TRAIL LENGTH MAY EXCEED A RUNNING SLOPE OF 1:12.
·SIGNS: SHALL BE PROVIDED INDICATING THE LENGTH OF THE ACCESSIBLE TRAIL SEGMENT.
·THE MAXIMUM SLOPE OF A RAMP IS 1:12, THE MAXIMUM RISE FOR ANY RUN IS 30 INCHES, AND
THE MINIMUM CLEAR WIDTH OF A RAMP IS 36 INCHES.
·LEVEL LANDINGS ARE ALSO REQUIRED AT TOP AND BOTTOM OF EACH RAMP RUN.
NATURAL SURFACE TRAILS:
·SEE SPECIFICATIONS PACKAGE
61.GENERAL ADA GUIDELINES:
HAND RAILING NOTES:
·HANDRAILS ARE REQUIRED ON RAMPS THAT RISE MORE THAN 6 INCHES OR ARE LONGER THAN
72 INCHES. HANDRAILS MUST BE BETWEEN 34 INCHES AND 38 INCHES ABOVE THE WALKING
SURFACE AND BE EASY TO GRIP.
·HANDRAILS REQUIRED ON ALL STAIRS THAT EXCEED 3 RISERS.
·SEE DETAIL 3 ON SHEET L6.2 FOR HANDRAIL
SAFETY RAILING NOTES:
·SAFETY RAILING (ALSO KNOW AS "GUARDS") SHALL BE LOCATED ALONG OPEN-SIDED WALKING
SURFACES, RAMPS, AND LANDINGS WHICH ARE LOCATED MORE THAN 30 INCHES ABOVE THE
FLOOR OR GRADE AT ANY POINT WITHIN 36 INCHES OF THE EDGE OF THE SURFACE.
·SAFETY RAILINGS SHALL FORM A PROTECTIVE BARRIER NOT LESS THAN 42 INCHES IN HEIGHT.
·OPENINGS IN THE RAILING SHALL BE THAT A 4 INCHES DIAMETER SPHERE CANNOT PASS
THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. FROM A HEIGHT OF 34 INCHES TO 42
INCHES ABOVE THE ADJACENT WALKING SURFACES, A SPHERE 8 INCHES IN DIAMETER SHALL
NOT PASS. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF
A 2 INCH-DIAMETER SPHERE. THIS NOTE SUPERSEDES ANYTHING SHOWN IN THE DETAILS OR
ON THE DRAWINGS (NC BUILDING CODE 1013 AND INTERNATIONAL BUILDING CODE SECTION
1003.2.12).
·SEE DETAIL 2 ON SHEET L6.10 FOR SAFETY RAIL.
SOURCE:ADA "ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" & "ACCESSIBILITY
GUIDELINES FOR OUTDOOR DEVELOPED AREAS"
EROSION CONTROL MEASURES:
1.THOROUGHLY REVIEW THE SEDIMENT AND EROSION CONTROL PLAN, ADDING EXTRA
PROTECTION ALONG THE LAKE AND NEAR STREAMS (I.E. DOUBLE ROW SILT FENCE).
2.CONTRACTOR TO FINE GRADE AND ADD EROSION CONTROL MATTING AND NATURAL SITE
DEBRIS AT ACCESS AREAS USED BY GEOTECHNICAL ENGINEERS FOR BORING SITES.
3.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE
SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN
NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED
BELOW.
4.WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND
CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.
5.WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND
EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION
MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.
6.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR
WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN
INAPPROPRIATELY OR INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE
NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48
HOURS OF IDENTIFICATION. IF THIS OCCURS, NOTIFY LANDSCAPE ARCHITECT.
7.PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL
SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED,
GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION.
FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF
WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE
ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
8.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED
DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE
AND THE SITE IS STABILIZED.
9.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO
PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE
CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
10.TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING
CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT
SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
11.ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE
CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL
AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND
ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE
AND ALL WOS.
12.LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT
POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND
CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED
FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
13.A COPY OF THE INSPECTION RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE
CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS
HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE
THAT FINAL STABILIZATION IS REACHED.
14.INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER)
WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND
WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS.
15.MINIMIZE SOIL COMPACTION AND, UNLESS UNFEASIBLE, PRESERVE TOPSOIL.
16.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL
WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT
BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR
TO DISCHARGE.
17.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED
AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMP'S (SEDIMENT
BASIN, FILTER BAG, ETC).
18.THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
18.1.WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE
CONTROL;
18.2.WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS,
CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS;
18.3.FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND
MAINTENANCE; AND
18.4.SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.
19.AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS ARE EXPECTED TO BE CONDUCTED AT
A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL
STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE.
NOTES & GENERAL SPECIFICATIONS
(NOT TO SCALE)
OTHER CONTACTS
PROFESSIONAL LAND SURVEYOR:
Kee Mapping & Surveying
88 Central Avenue,
Asheville, NC 28801
[phone]
GEOTECHNICAL ENGINEER:
ECS Southeast
Matt Fogleman
1900 Hendersonville Rd #10, Asheville,
NC 28803
[phone]
ELECTRICAL & UTILITY ENGINEER:
McGill Associates P.A.
55 Broad Street
Asheville, NC 28801
[phone]
SHEET INDEX
Know what's below.
before you dig.Call
R
VICINITY MAP
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
INDEX & NOTES
L0.1
LANDSCAPE ARCHITECTURE
L0.0 COVER SHEET
L0.1 INDEX AND NOTES
L0.2 SURVEY
L0.3 SITE DRAINAGE
SITE PREPARATION
L1.0 SITE PREPARATION
L2.0 OVERALL SITE PLAN
L2.1 TRAILS PLAN
LAYOUT & MATERIALS
L3.0 OVERALL LAYOUT & MATERIALS PLAN
L3.1 - L3.7 LAYOUT & MATERIALS PLAN
GRADING & DRAINAGE
L4.0 OVERALL GRADING & DRAINAGE
L4.01 GRADING & DRAINAGE DAY USE AREA
L4.02 GRADING & DRAINAGE CAMPSITE 1-7
L4.03 GRADING & DRAINAGE CAMPSITE 8-14
L4.04 GRADING & DRAINAGE CAMPSITE 15-20
L4.05 GRADING & DRAINAGE CAMPSITE 21-27
L4.06 GRADING & DRAINAGE CAMPSITE 28-32
L4.07 GRADING & DRAINAGE WALK-IN
CAMPSITES
L4.08- L4.20 ALIGNMENTS, PROFILES & SECTIONS
PLANTING PLAN
L5.0 OVERALL PLANTING PLAN
L5.1 DAY USE AREA PLANTING PLAN
L5.2 BOAT LAUNCH PLANTING PLAN
L5.3 LOOP A PLANTING PLAN
L5.4 ENTRANCE PLANTING PLAN & DETAILS
DETAILS
L6.0- L6.11 DETAILS
L6.12 - L6.13 ARCHITECTURAL DETAILS
EROSION CONTROL
EC1.0-EC1.7 EROSION CONTROL PHASE 1
EC2.0- EC2.7 EROSION CONTROL PHASE 2
EC3.0 - EC3.2 EROSION CONTROL PHASE 3
EC4.0- EC4.2 EROSION CONTROL DETAILS
CONTROL CORNER (502)
NAD 83(2011) SPC'S:
N: 740469.77'
E: 1119696.22'
ELEV: 1211.7'
CONTROL CORNER (501)
N: 740523.17'
E: 1119502.38'
ELEV: 1229.7'124012501260127012801270128012901260125012401290127012801290126013001270
1280
1290
130
01310
1240
1250
1260
1
2
4
0
1
2
5
0
1
2
6
0 12701240125012601230123
012401250
1260
1270
1280
1290
1300
131
0 129013001310132013301340135013601370127
0
128
0 1250126012701280129013001260
1270
1280
1290
130013201
3
0
0
131
0
1290
12
6
0
12
7
0
1
2
8
0
1290122
0
123
0
1240
1250
1260
1270
1280
121012201230124012501260127012801
2
3
0
12
4
0
1
2
5
0
1
2
6
0
1
2
7
0
1
2
8
0
1200
1210
1220
1230
1240
125
0
1260
1270
128
0 12101220123012401250126012701
2
8
0
1
2
1
0
1
2
2
0
12
3
0
1
2
4
0
1250
1260
12
7
0
12
2
0
1
2
3
0
12
4
0
12
5
0
12
6
0
1
2
7
0
121
0
12
2
0
1
2
3
0
1
2
4
0
1
2
5
0
1
2
6
0
1
2
7
0
1
2
9
0
13001310
1280
1290
130
0
1
3
1
0
126
0
1270
128
0
129
0
1270
1280
1290
1300
1310 121012201
2
3
0
1
2
4
0
1
2
5
0
1
2
6
0
1
2
7
0
1
2
9
0
1
3
0
0
1
2
4
0 12201210
1220
1230
PA
R
K
I
N
G

L
O
T
PARKING LOTACCESS ROADROAD
JAME
S
LAKEDEANA ANETTE MARSH
CATHERINE ANN BATEY
PIN: 1714-91-0317
DB: 865 PG: 56MICHAEL JAMES LUCAS & WIFE,
JILL R. LUCAS
PIN: 1714-81-0447
DB: 665 PG: 247
12801
2
8
0 1200121
0131018" CMP
INV IN=1364.8'
INV OUT=1355.2'
18" CMP
INV IN=1333.0'
INV OUT=1327.5'
12" CPP
INV IN=1268.4'
INV OUT=1267.7'
12" CPP
INV IN=1268.4'
INV OUT=1268.3'
NAD 83(2011) SPC'S:
NGS STATION: "BARGAIN"
EPOCH DATE: 2010 GEOID: 12A
N: 727436.19'
E: 1099227.53'
ELEV: 1230.5' NAVD 88
24" RCP
INV IN=1230.0'
INV OUT=1208.8'
12" CPP
INV IN=1231.0'
INV OUT=1241.8'
1
2
8
0 1200CREEK GOES
UNDERGROUND
IN THIS AREA
RIPRAP &
CONCRETE AREA
GRID NORTH
NAD 83 (2011)
ONE INCH =ONE-HUNDRED TWENTY FEET
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: 1 FOOT
LEGEND:
THIS IS A TOPOGRAPHIC SURVEY AND IS
FOR INFORMATIONAL AND DESIGN
PURPOSES ONLY. IT SHOULD NOT BE USED
FOR CONVEYANCE OR LEGAL PURPOSES.PRELIMINARYLAKE JAMES
BLACK BEAR COVE
WATER ELEVATION
1196.3' (NAVD 88)
A TOPOGRAPHIC SURVEY FOR:
DUKE POWER
CORPORATION
SURVEYOR'S NOTES:
LEGEND:
THIS IS A TOPOGRAPHIC SURVEY AND IS
FOR INFORMATIONAL AND DESIGN
PURPOSES ONLY. IT SHOULD NOT BE USED
FOR CONVEYANCE OR LEGAL PURPOSES.
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: 1 FOOTPRELIMINARY GRID NORTH
NAD 83 (2011)
ONE INCH =ONE-HUNDRED TWENTY FEET
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
SURVEY
L0.2
LAKEVIEWDR NLAKE J
A
ME
S
R
O
A
D
N
P
E
A
K

D
R
TO HWY-221TO S
R-
12
6
LAKE
JAMES
50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFFE
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
50
'

B
U
F
F
E
R
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
DAY USE
AREA
LAK
E

J
A
M
E
S

R
O
A
D
EXISTING ACCESSROADENTRANCE
ROAD A
ROA
D
B
CAMPGROUND
AREA
EXISTING PARKING
(ASPHALT)ROAD AAREA BLACK BEAR
LAKE JAMES
LAKE
JAMES
LAKE JAMES
LAKE JAMES
2
3
6
5
7
8
9
11
12
13
16
15
14
17
18
19
20
22
23
24
25
2627
21
38
37
36
35 34
33
28
29
30
31
32
4
10
1
14
13
12
2 1
3
4
5
6
7
8
9
9-1
10
10-1
25
24
23
15
16
18
17
19
20
21
9-2
UT 1
LJ 2
11
22-1
22-2
LJ 1
LJ 1
9-3
LJ 1 EXISTING BLACK BEAR ACCESS AREA ROADLJ 1
50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFFER
100' LAK
E

B
U
F
F
E
R
100'
B
U
F
F
E
R
50'
B
U
F
F
E
REXISTING BLACK BEAR ACCESS AREA ROADSEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
SITE
DRAINAGE
L0.3
INSET A
SCALE 1" =
0 45030015015075
150'
SEE INSET A
WATERSHED DELINEATION MAP
(DRAINAGE PATTERNS)
CATAWBA RIVER (LAKE JAMES)
CLASS WS-V,B
RECEIVEING WATER COURSE:
1to7
LJ 1
LJ 2
8 10-1
UT 1
EXHIBIT B: SUB-BASIN SCHEMATIC DIAGRAM
23to24
25
9to10
11to15
21 to 22s
17
16
18to19
SUB-BASIN DELINIATION
EXHIBIT A: EXISTING DRAINAGE PATTERN
INFILTRATION BASIN-
STEP POOLS (SCM 1)
INFILTRATION BASIN-
STEP POOLS (SCM 2)
INFILTRATION BASIN-
STEP POOLS (SCM 3)
BIORETENTION-
(SCM 4)
INFILTRATION BASIN-
STEP POOLS (SCM 5)BIORETENTION-
(SCM 6)
DRAINAGE PATTERN
PIPE AND
DIRECTION OF FLOW
50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFFE
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
50
'

B
U
F
F
E
R
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
xx xxxxxxxxxxxxxxxxxxxxxxxxxxxx
x
x
x
x
x x
x xxxxx
x xxxx
x
x
xx
xxxxxxx
x
x
xxx
x
x
x x x
x x
x
xxxxx
xxxxx
x
xxxxxxxxx xx
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
SITE PREPARATION
L1.0
SITE PREPARATION
ALL PROJECT ACTIVITY SHALL BE CONFINED TO THE AREA WITHIN THE LIMITS
OF DISTURBANCE (21.20 ACRES).
DEMOLITION/CLEARING/GRUBBING SHALL OCCUR IN ACCORDANCE WITH
CONSTRUCTION SEQUENCING NOTED ON EROSION CONTROL. SEE EC SHEETS
FOR CONSTRUCTION SEQUENCING.
ONLY CLEAR WHAT IS NECESSARY FOR THE INSTALLATION OF PERIMETER EC
MEASURES AND CONSTRUCTION ENTRANCE FIRST.
WORK TASKS:
·ESTABLISH CONSTRUCTION ACCESS, STAGING AREAS, & BORROW/WASTE
DISPOSAL AREAS
·TREE PROTECTION TO BE INSTALLED PRIOR TO ANY CONSTRUCTION IN
GENERAL VICINITY OF ‘EXISTING TREES TO REMAIN’
·INSTALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING SILT
FENCING AS NOTED ON PLAN
·DEMOLISH EXISTING FEATURES INDICATED ON THIS PLAN; CLEAR & GRUB
SITE
·DURING INITIAL SITE DISTURBING ACTIVITIES ABOVE, CLEAR ALL INVASIVE
TREES, SHRUBS, AND VINES. ALL REMOVED INVASIVE VEGETATION SHALL
BE DISPOSED OF IN SUCH A WAY TO PREVENT GROWTH AT A DISPOSAL
LOCATION OFF SITE.
·REMOVE ALL DOWNED TREES. USE FELLED LOGS IN THE FOLLOWING
MANNER ON SITE:
1.GOOD QUALITY LARGE TRUNK LOGS (18”-24” IN DIAMETER) SHALL BE
CUT INTO LENGTHS OF 8' -10' AND USED AS INFORMAL BENCHES
BETWEEN THE DAY USE PARKING AND THE LAKE.
2.TREES OF LESSER QUALITY OR SMALLER DIAMETER THAN
MENTIONED ABOVE, SHOULD BE USED IN THE AREA DISTURBED BY
THE GEOTECHNICAL ENGINEER DURING THE BORING PROCESS. THIS
WOODY DEBRIS OR 'SLASH' FROM CLEARING SHOULD BE SCATTERED
IN A CRISSCROSSED MANNER SUCH THAT THESE SENSITIVE AREAS
WILL BENEFIT FROM STABILIZATION UNTIL VEGETATION CAN
RE-ESTABLISH AND CONTINUE TO KEEP SOIL INTACT.
·OTHER AREAS USED BY GEOTECHNICAL ENGINEER TO ACCESS BORINGS
SHALL BE REVIEWED FURTHER FOR APPROPRIATE VEGETATION FOR
RE-ESTABLISHMENT. CONSULT W/ LANDSCAPE ARCHITECT.
·DECOMMISSION SECTIONS OF OLD LOGGING ROADS ADJACENT TO
NEWLY CONSTRUCTED TRAILS TO PREVENT USE AND TO AID IN THE
ESTABLISHMENT OF THE MAIN TRAIL SYSTEM
·CLEAR ALL EXCESS AND OVERGROWN VEGETATION
·LIMB UP ALL TREES 10-15 FROM THE GROUND BETWEEN THE PICNIC
SHELTER AND THE LAKE
·CENTERLINE STAKE THE ROADS AND CORNERS OF BUILT STRUCTURES
PRIOR TO CONSTRUCTION FOR REVIEW AND APPROVAL BY LANDSCAPE
ARCHITECT
·AFTER ROADS ARE CUT IN NOTIFY LANDSCAPE ARCHITECT SO THEY CAN
FIELD ADJUST ANY CAMPSITES AS NEEDED
·CLEAN UP LITTER ALONG LAKE EDGE
·ROUGH GRADING
·BANK STABILIZATION
·TIMELY APPLICATION OF TEMPORARY/PERMANENT SEEDING AS
NECESSARY TO STABILIZE DISTURBED SOILS (SEE SHEET EC4.2)
·EXISTING BOAT RAMP TO BE RE-PAVED/RE-SURFACED AS PART OF THIS
PROJECT.
LEGEND
EXISTING CONTOURS (1' INT.)
STREAM CENTERLINE
LAKE / WATER EDGE
LIMITS OF DISTURBANCE
GEO-TECH DISTURBANCE
TREE TO BE DEMOLISHED
TREE TO BE PROTECTEDxxx
x x
RESURFACE
EXISTING
BOAT RAMP
APPROXIMATE LOCATION OF
GEOTECH DISTURBANCE; PLANT W/
10-13 TREES, SUCH AS WHITE PINE
(PINUS STROBUS), AND MULCH W/
LEAF LITTER OR PINE STRAW.
APPROXIMATE
LOCATION OF
GEOTECH
DISTURBANCE
Know what's below.
before you dig.Call
R
EXISTING ASPHALT
BOAT RAMP
FISHING PIER
CAMPGROUND
AREA
DAY USE
AREA
DAY USE
PICNIC SHELTER
STREAM
CROSSING
ENTRANCE
LAKE JAMES
ONE INCH =ONE-HUNDRED TWENTY FEET
50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFFE
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
50
'

B
U
F
F
E
R
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
DAY USE
AREA
LAK
E

J
A
M
E
S

R
O
A
D
EXISTING ACCESSROADENTRANCE
ROAD A
ROA
D
B
CAMPGROUND
AREA
EXISTING PARKING
(ASPHALT)ROAD AAREA BLACK BEAR
LAKE JAMES
LAKE
JAMES
LAKE JAMES
LAKE JAMES
2
3
6
5
7
8
9
11
12
13
16
15 14
17
18
19
20
22
23
24
25
2627
21
38
37 36 35 34
33
28
29
30
3132
4
10
1
SCALE 1" =
0 36024012012060
120'
Black Bear Access Area, Lake James
6514 Lake James Road
Marion, NC 28752
Latitude: 35.746326° N
Longitude: -81.970221° W
FERC Project No. 2232
Approximately 164 acres
Total disturbance area is 21.70 acres
Full pond elevation is 100.00 (equivalent MSL
Elevation is 1,200'). The actual water elevation
will vary.
All aspects of work shall be performed in
accordance with all applicable local, state, and
federal regulations pertaining to worker safety.
Ground surface shall be shaped to provide
positive drainage.
LEGEND
PROPOSED ROAD
TRAILS
CAMP SITES
PICNIC SITES
POTENTIAL FUTURE CABIN
LOCATION (13x13)
EXISTING CONTOURS (1' INT.)
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE / WATER EDGE
LIMITS OF DISTURBANCE
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
OVERALL
SITE PLAN
L2.0
RV
CAMPSITES
FONTA FLORA
TRAILHEAD
WALK-IN
CAMPSITE
PARKING
CAMPGROUND TRAIL, TYP.
STORMWATER
TREATMENT
STORMWATER TREATMENT
GROUP CAMPSITE
CAMPGROUND LOOP A
WALK-IN CAMPSITES
VAULT TOILET
FONTA FLORA TRAIL
(SEE L2.1 FOR FULL TRAIL
ALIGNMENT)
FO
N
T
A

F
L
O
R
A
CO
N
N
E
C
T
O
R

T
R
A
I
L
ENTRANCE MONUMENT (BY OWNERS)
CAMPGROUND GATE
STREAM
CROSSING
BATH HOUSE
ADA CABIN
STAIRS
Know what's below.
before you dig.Call
R
VAULT
TOILET
ADA
PARKING (4)
DAY USE
PICNIC SITE ,
TYP.
NATURAL
PATH
PICNIC
SHELTER
ADA
CAMPSITES
VAULT TOILET, ADA PARKING,
AND TRASH PAD
EXISTING BOAT LAUNCH
ADA TRAIL
FISHING PIER (BY OTHERS)
IMPROVE EXISTING
TRAIL, TYP (FONTA
FLORA CONNECTOR)
TRAILHEAD PARKING
(ADA-1)
CONCRETE
PATH
STORMWATER
TREATMENT
PICNIC
SHELTER
POTENTIAL
WELL LOCATION
CABIN LOCATION, TYP.
DUMPSTER STATION
ENTRANCE INFORMATION AREA
PLANTING ENHANCEMENT
WALK-IN CAMPSITE, TYP.
CAMPGROUND LOOP B
ENTRANCE GATE
STORMWATER TREATMENT
POTENTIAL DRAIN FIELD AREA
LAKEVIEWDR NLAKE J
A
ME
S
R
O
A
D
N
P
E
A
K

D
R
TO HWY-221TO SR-
1
2
6
LAKE
JAMES
50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFFE
R
100'
L
A
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E

B
U
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B
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50
'

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DAY USE
AREA
LAK
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EXISTING ACCESSROADENTRANCE
ROAD A
ROA
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CAMPGROUND
AREA
EXISTING PARKING
(ASPHALT)ROAD AAREA BLACK BEAR
LAKE JAMES
LAKE
JAMES
LAKE JAMES
LAKE JAMES
2
3
6
5
7
8
9
11
12
13
16
15
14
17
18
19
20
22
23
24
25
2627
21
38
37
36
35
34
33
28
29
30
31
32
4
10
1 EXISTING BLACK BEAR ACCESS AREA ROADSEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
TRAILS PLAN
L2.1
INSET A
NORTHERN CONNECTION TO FONTA FLORATRAIL
SCALE 1" =
0 45030015015075
150'
F
O
N
T
A

F
L
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FUTURE FONTA FLORA TRAIL
TIE-IN LOCATION
FUTURE FONTA FLORA TRAIL
TIE-IN LOCATION
LEGEND
PROPOSED ROAD
TRAILS
CAMP SITES
PICNIC SITES
POTENTIAL FUTURE CABIN
LOCATION (13x13)
EXISTING CONTOURS (1' INT.)
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE / WATER EDGE
LIMITS OF DISTURBANCE
LAKEVIEW
DR N
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50' BUFFER100' LAKE BUFFER100' BUFFER50' BUFFERFFE 1310.5Pipe 137+580+001+002+003+004+00 4+170+00LAKEVIEW
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50' BUFFER100' LAKE BUFFER100' BUFFER50' BUFFERxxxxxxxxxxxxxxxxxxxxxxTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTTTTTTT
TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTSHEETL3.6SHEETL3.1SHEETL3.5SHEETL3.7SHEETL3.3SHEETL3.4SHEETL3.2SEALDRAWN BY:CHECKED BY:Copyright © 2020, Equinox EnvironmentalConsultation & Design, Inc.37 Haywood St.Suite 100Asheville, NC 28801t 828.253.6856f 828.253.8256DRAWING SCALENOTE: If this drawing is not 24x36" it has been revisedfrom its original size and the scales noted ondrawings/details are no longer applicable.REVISIONS DATEPHASEDATEDRAWING NAMEDESIGN BY:1542N O
R
TH CAROLINADAVID P. TUC
H
R E G I S T ER
E
D
LANDSCAPE ARCHITECTDuke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road100% CDSFebruary 15, 2021AS SHOWNOVERALLLAYOUT &MATERIALS PLANL3.0SCALE 1" =036024012012060120'Know what'sbelow.before you dig.CallR LEGENDEXISTING CONTOURS (1' INT.)PROPOSED ROADPROPOSED TRAILSCAMPSITESPICNIC SITESCABIN LOCATIONGUARDRAILSPLIT RAIL FENCESIGNLIMITS OF DISTURBANCEEXISTING TREE (TO REMAIN)STREAM CENTERLINELAKE/WATER EDGE1230TTTT
S65° 56
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45
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S34° 04' 08.14"W113'L=204,R=367
Pipe 1Pipe 20+001+002+003+004+005+006+007+008+
0
0 0+001+002+00Pipe 11
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5
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2
1
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L
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-
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-
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"xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTMATCHLINE SHEET L3.1MATCHLINE SHEET L3.2MATCHLINE SHEET L3.1MATCHLINE SHEET L3.5MATCHLINE SHEET L3.1MATCHLINE SHEET L3.1 LEGENDEXISTING CONTOURS (1' INT.)PROPOSED ROADPROPOSED TRAILSCAMPSITESPICNIC SITESCABIN LOCATIONGUARDRAILSPLIT RAIL FENCESIGNLIMITS OF DISTURBANCEEXISTING TREE (TO REMAIN)STREAM CENTERLINELAKE/WATER EDGE1230TTSEALDRAWN BY:CHECKED BY:Copyright © 2020, Equinox EnvironmentalConsultation & Design, Inc.37 Haywood St.Suite 100Asheville, NC 28801t 828.253.6856f 828.253.8256DRAWING SCALENOTE: If this drawing is not 24x36" it has been revisedfrom its original size and the scales noted ondrawings/details are no longer applicable.REVISIONS DATEPHASEDATEDRAWING NAMEDESIGN BY:1542N O
R
T
H CAROLINADAVID P. TUC
H
R E G I S T ER
E
D
LANDSCAPE ARCHITECTDuke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road100% CDSFebruary 15, 2021AS SHOWNLAYOUT &MATERIALSL3.1Know what'sbelow.before you dig.CallRSCALE 1" =0906030301530'10L6.81L6.1010L6.810L6.82L6.010L6.85L6.104L6.1010L6.8ENTRANCE MONUMENTBY OTHERSPIPE, TYP.SEE GRADING ANDDRAINAGE PLANSARMORED INLET PROTECTION, TYP.;ARMORED UP SIDES & AROUNDCULVERT W/ 3"-20" FOUND STONEFROM SITE OR CLASS B RIPRAP3L6.10DUMPSTER FENCE2L6.0CONCRETE PAVING4L6.10GUARDRAIL, TYP.10L6.85L6.106EC4.0RIP-RAP OUTLETPROTECTION3L6.7DROP POOL1L6.0ASPHALT PAVING, TYP.PROPOSED FONTAFLORA TRAIL DESIGNEDBY OTHERS (SEESPECIFICATIONS FORTRAILS PACKAGE)5L6.11TYPICAL DIRECTIONAL TRAILSIGNAGE "ROAD CROSSING"5L6.11TYPICAL DIRECTIONALTRAIL SIGNAGE(FONTA FLORA TRAILAND CONNECTORTRAIL INTERSECTION)5L6.11TYPICAL DIRECTIONAL TRAILSIGNAGE "ROAD CROSSING"SIGNAGE OFFSETREQUIRED BY NCDOTKIOSK (BY OWNER) 5'X10'DO NOT ENTERSIGNSTOP SIGN ANDDO NOT ENTER SIGNCONCRETE PAVINGACCESS GATEACCESSGATEGUARDRAIL,TYP.2L6.8WAYFINDINGTYPE AEXIT SIGNSTOP SIGN AND DONOT ENTER SIGN25 SPEEDLIMIT SIGNSTOP SIGN(3) PARALLEL PARKINGSPACESSPLIT RAIL FENCE,TYP.
10
0
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MATCHLINE SHEET L3.6 MATCHLINE SHEET L3.5MATCHLINE SHEET L3.2MATCHLINE SHEET L3.2
MATCHLINE SHEET L3.6
MATCHLINE SHEET L3.1
MATCHLINE SHEET L3.2
38'-3"21'-10"24
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-
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L
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8
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L
=
2
2
1,R=
5
0
0
SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
LAYOUT &
MATERIALS
L3.2
Know what's below.
before you dig.Call
R
PIPE, TYP.
SEE GRADING AND
DRAINAGE PLANS
1
L6.5
VAULT TOILET 1
L6.12
TRASH, TYP.
1
L6.3
ADA PARKING;
NOTE: ADA SPACE SIZED TO
ACCOMMODATE A VEHICLE W/
TRAILER; STRIPING TO BE
APPLIED TO EXISTING
RESURFACED PARKING LOT; ALL
ADA REQUIRED SLOPES TO BE
ACHEIVED
10
L6.0
EXISTING PARKING TO BE
REPAVED THIS PROJECT
NATURAL SURFACE TRAIL
DESIGNED BY OTHERS (SEE
SPECIFICATIONS FOR TRAIL
PACKAGE)
4
L6.10
GUARDRAIL, TYP.
NATURAL SURFACE TRAIL
DESIGNED BY OTHERS (SEE
SPECIFICATIONS FOR TRAIL
PACKAGE)
1
L6.0
CONCRETE CURB
ASPHALT PAVING, TYP.
9
L6.0
CURB TAPER
6
EC4.0
RIP-RAP OUTLET
PROTECTION
3
L6.7
FRENCH DRAIN,
TYP.
5
L6.0
ARMORED INLET PROTECTION, TYP.;
ARMORED UP SIDES & AROUND
CULVERT W/ 3"-20" FOUND STONE
FROM SITE OR CLASS B RIPRAP
LEGEND
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE/WATER EDGE
1230
TT
50' BUFF
E
R
100'
L
A
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E

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F
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MATCHLINE SHEET L3.4MATCHLINE SHEET L3.2MATCHLINE SHEET L3.3R15'-0"
20'-0"R9'-6
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-
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-0
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-
0
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"R8'-0"R5'-0"
R5'-0"20'-0"12'-0"21'-0"20'-0"
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0
"DAY USE
ROAD

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-
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100'
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.
7
3
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138'S15° 26' 10.91"W148'105,R=290
L=489,R=326SCALE 1" =
0 9060303015
30'
LEGEND
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE/WATER EDGE
1230
TTSEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
LAYOUT &
MATERIALS
L3.3
Know what's below.
before you dig.Call
R
NATURAL SURFACE TRAIL
ACCESS TO BOAT RAMP;
TO BE STAKED IN FIELD
1
L6.4
3
L6.2
1
L6.10
3
L6.4
2
L6.0
6
L6.0
1
L6.12
1
L6.3
8
L6.0
3
L6.0
1
L6.4
1
L6.0
2
L6.6
3
L6.8
1
L6.6
1
L6.7
7
L6.0
1
L6.5
8
L6.0
10
L6.8
1
L6.10
(3) ADA PARKING
CONCRETE WHEEL STOP
CONCRETE KIOSK PAD
(2) ADA PICNIC SITES
(1) PICNIC AREA, TYP.
SPLIT RAIL FENCE, TYP.VAULT TOILET
NATURAL SURFACE
TRAIL, TYP.
CONCRETE
PAVING, TYP.
PARKING
(24)
WAYFINDING TYPE B
BIORETENTION
RIVER ROCK
VERGE
SPEED TABLE
8-TABLE PICNIC
SHELTER
CONCRETE STEPS W/
HANDRAIL
SPLIT RAIL FENCE,TYP.
(7) PICNIC AREA, TYP.
TRASH, TYP.
GUARDRAIL, TYP.
DO NOT ENTER SIGN
FLARED END
SECTION, TYP.
2
L6.0
10
L6.0
CONCRETE PAVING
CONCRETE CURB
CONCRETE
WHEEL STOP
10
L6.8
4
L6.10
(4) PICNIC AREA, TYP.1
L6.4
CONCRETE STEPS W/ HANDRAIL3
L6.2
CURB
TAPER
1
L6.5 TRASH
DO NOT ENTER SIGN
& STOP SIGN
LANDSCAPE
BOULDERS, TYP.
4
L6.5
CONCRETE
PAVING, TYP.
2
L6.0
9
L6.0
4'-7"5'-0"PARKING
(37)
PARKING
(5)
PARKING
(7)
2
L6.7
FOREBAY
UNDERDRAIN
ASPHALT PAVING,
TYP.
DROP INLET, TYP.6
L6.6
REGENERATIVE
STORMWATER
CONVEYANCE
4
L6.7
COMPOSITE TIMBER STEPS1
L6.2
STEP POOLS4
L6.7
CURB CUT,
AS SHOWN
CURB CUT,
AS SHOWN
PIPE, TYP.
SEE GRADING AND
DRAINAGE PLANS
6
EC4.0
RIP-RAP OUTLET
PROTECTION, TYP.
ARMORED INLET
PROTECTION, TYP.;
ARMORED UP SIDES &
AROUND CULVERT W/
3"-20" FOUND STONE FROM
SITE OR CLASS 'B' RIPRAP
BOULDER WALL, TYP.2
L6.2
DROP INLET, TYP.6
L6.6
5
L6.11
TYPICAL DIRECTIONAL
SIGNAGE "ROAD
CROSSING"
50' BUFFER100' LAKE BUFFERTTTTMATCHLINE SHEET L3.3
MATCHLINE SHEET L3.4
MATCHLINE SHEET L3.7MATCHLINE SHEET L3.450' BUFFER100' LAKE BUFFER6+85 6+0026+3
8
25+0
0
26+0
0S15° 26' 10.91"W148'R5'-0"
5'-0"
TYP.
5'-0"
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20'-0"R5'
-0
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9'-6" T
Y
P
.
24'-0"
1
2
'
-
0
"7'-0"R20'
-0
"
SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
LAYOUT &
MATERIALS
L3.4
Know what's below.
before you dig.Call
R
PARKING
(10)
1
L6.3
1
L6.5
9
L6.0
PIPE, TYP.
SEE GRADING AND
DRAINAGE PLANS
1
L6.11
4
L6.5
4
L6.0
WAYFINDING TYPE C
SPLIT RAIL
FENCE
CONCRETE
WHEEL STOP, TYP.1
L6.10
8
L6.0
ADA PARKING
TRASH
CONCRETE CURB
LANDSCAPE BOULDERS TO
DETER VEHICULAR TRAFFIC
CRUSHED GRANITE PATH
LANDSCAPE BOULDERS
CLASS B RIP RAP
ASPHALT PAVNG, TYP.
4
L6.8
1
L6.02
L6.11MONUMENT
4
L6.3
ADA RAMP
4
L6.5
4
L6.11
KIOSK
BENCH
2
L6.0
CONCRETE PATH
(ADA ACCESSIBLE)
6
L6.0
NATURAL SURFACE PATH
W/ COMPOSITE TIMBER
STEPS
FISHING PIER AND
ABUTMENT BY OTHERS
NATURAL SURFACE TRAIL
DESIGNED BY OTHERS
(SEE SPECIFICATIONS
FOR TRAIL PACKAGE)1
L6.2
6
EC4.0
RIP-RAP OUTLET
PROTECTION,TYP.
ARMORED INLET
PROTECTION, TYP.;
ARMORED UP SIDES &
AROUND CULVERT W/
3"-20" FOUND STONE FROM
SITE OR CLASS 'B' RIPRAP
DROP INLET, TYP.6
L6.6
LANDING, TYP. LEGEND
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE/WATER EDGE
1230
TT
TTTTTTTTTTTTTTTTTTTTTTTMATCHLINE SHEET L3.5
MATCHLINE SHEET L3.6 MATCHLINE SHEET L3.5MATCHLINE SHEET L3.2MATCHLINE SHEET L3.1
MATCHLINE SHEET L3.5 S34° 04' 08.14"W113'S54°
5
6'
2
0.
5
4"
W
141'S15° 17' 17.69"E103'S
4
7
°

2
6
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2
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.
7
6
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7
9
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+
0
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0
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0
0
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4
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.
6
1
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1
1
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1
4
Pipe 22-24+1720'-0
"
R15'-0"
R2'-0"
R30'-0"
4'-0"
TYP.
R5'-
0
"R30'-0"R5'-0"20'-0"R2
'
-
0
"R5'-0"R5'-0"R3'-0"3
6
'
-
0
"20'-0"R50'-0"85'-9"80'-7"
SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
LAYOUT &
MATERIALS
L3.5
Know what's below.
before you dig.Call
R
SPEED
TABLE
CAMPSITE
MARKER,TYP.
1
L6.8
CAMPSITE
TYPE S, TYP.
COMPOSITE
TIMBER STEPS
SPLIT-RAIL FENCE
15 MPH SIGN
5
L6.6
10
L6.8
1
L6.10
5
L6.6
4
L6.11
L6.2
2
L6.1
7
L6.0
PARKING
(6)
PARKING
(4)
6
L6.0
POTENTIAL WELL
LOCATION
PIPE, TYP.
SEE GRADING AND
DRAINAGE PLANS
ARMORED INLET PROTECTION, TYP.;
ARMORED UP SIDES & AROUND
CULVERT W/ 3"-20" FOUND STONE
FROM SITE OR CLASS 'B' RIPRAP
6
EC4.0
RIP-RAP OUTLET
PROTECTION, TYP.
CULVERT W/
WINGED HEADWALL
CULVERT W/
WINGED HEADWALL
NOTE:
CULVERT TO OUTFALL
JUST BEFORE STREAM
GOES SUBTERRANEAN
2
L6.2
BOULDER
RETAINING WALL
5
L6.5
1
L6.5
FIREWOOD SHED;
DETAIL PROVIDED
BY OTHERS
TRASH, TYP.
NATURAL SURFACE
TRAIL, TYP.
RV CAMPSITE, TYP.
NATURAL SURFACE TRAIL
DESIGNED BY OTHERS
(SEE SPECIFICATIONS
FOR TRAIL PACKAGE)
NOTE:
BURY CULVERT 1
3 TO 1
2
DIAMETER OF PIPE
GUARDRAIL, TYP.4
L6.10
LEGEND
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE/WATER EDGE
1230
TT
TTTTTTT
TTTTTTT
T
T
T
T
T
TTTTTT
TTTTTTTTTTTT
T
T
TTTT
T
T
T
T
T TTTT
TTT
CAMPGROUND
AREA
MATCHLINE SHEET L3.6
MATCHLINE SHEET L3.7
MATCHLINE SHEET L3.5
MATCHLINE SHEET L3.6
MATCHLINE SHEET L3.2
MATCHLINE SHEET L3.6
3
6
8
9
11
12
13
16
15
14
17
18
19
20
22
24
25
2627
21
28
29
30
31
32
10
S68
°

5
9
'

4
1
.
4
6
"
E
53'S33°
33
'
38
.64
"E64'
S77° 1
8
'

2
8
.
9
6
"
E
35'S29°
46
'
34
.30
"E36'
S6
4
°

0
9
'

2
8
.
8
8
"
E
95'S05° 26' 30.89"W41'S
4
7
°

2
6
'

2
9
.
7
6
"
E
7
9
'S04° 53' 21.74"W16'S3
6
°

58
'

0
6
.
6
5
"E
55
'192L
=
1
7
3,
R
=
3
10
L=5
6,
R
=
9
0
L
=
3
1,
R=40
L=69,
R
=
8
3
L=2
4
,R
=
40
L
=
7
5,R=61L=53,R=58L=37,R=507+58
2+003+00
4+005+006+007+0011+0012+00
13+
0
0
14+0015+0016+
0
0
17+0018+
0
0
19+0020+00 LOOP 'B'LOOP 'A'C
A
M
P
G
R
O
U
N
D
R
O
A
D

'
B
'N4
2
°

5
0
'

4
7
.
0
7
"W
N
5
2
°

5
0
'

0
8
.
6
8
"
W
3
9
'N06° 57' 32.60"W78'S57°
5
0'
4
3.
7
7"
W
55'
N87° 33' 10.25"W
32'
L
=
2
1,
R
=
1
2
2L=100,R=125L=219,
R=109
L =7 0 ,R =1 1 6
7+58
2+003+00
4+005+006+007+007+58
1+00
2+003+004+004+170+00N21° 00' 18.54"E25'N17° 24' 35.63"W22'N11° 01' 51.00"W101'N
5
0
°

2
5
'

5
5
.
0
3
"W
0'S79° 32' 31
.
0
8
"
W
53'
N6
4
°

1
7
'

4
0
.
2
1
"
W
45'L=20,R=30L=15,R=135L
=
3
8,R=55L=51,R=59
L=46,R=72R5'-0"R5'-0"
R
1
5
'
-
0
"
R50'-
0
"R5'-0"R3'-0"R
2
'
-
0
"R5'-0"R5'-0"R5'-0"R5'-0"
R15'-
0
"R2'-0"R2'-0"R
5
'
-
0
"
R5'-0"R5'-0"
R5'-0"
R
5
'
-
0
"
T
Y
P
.
R
1
5
'
-
0
"
R
5
'
-
0
"
R2'-0"
R2'-0"
R30'-0"R5'-0"R68'-5
"
R6'-0"R5
'
-
0
"R5'-0"R25'
-0
"
R5'-0"
R2
'
-
0
"
R
4
'
-
0
"R15'-0"9'-0"4
5
°19'-0"3
6
'
-
0
"20'-0"R50'-0"R15'-0"4'-
0
"
TY
P
.10'-0"23'
-8
"13'-0"TYP.10'-0"10'-0"13'-0"24'-0"10'-0"5'-0"TYP.R8
"
R1
0
'
-
0
"
R1
0
'
-
0
"
R8'-0"R3'-0"10'-6"R5'-0"10'-0"9'-3"
R3
0
'
-
0
"
R
5
0
'
-
0
"R50'-0
"
R2'-6"R2'-6"19'-7"5
0
'
-
1
0
"
4'-10"5'-0"5'-0"31'-7"R20'-5"R2'-0"R11'-2"R52'-6"40'-0"
R25'-
0
"
43'-0
"5'-0"R4'-6"R1
'
-
6
"
R39'-
6"L = 20'-6"1
5
'
-
4
"
L=19'-6"
L
=
3
2
'
-
3
"
L
=

2
8
'
-
8
"
R15'
-
0
"
SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
LAYOUT &
MATERIALS
L3.6
Know what's below.
before you dig.Call
R
CAMPSITE
TYPE C, TYP.
CAMPSITE TYPE S, TYP.
WAYFINDING TYPE F &
DO NOT ENTER SIGN
DO NOT
ENTER SIGNS
PARKING
(10)
CONCRETE WHEEL STOP,TYP.
COMPOSITE TIMBER
STAIRS,TYP.
GUARDRAIL, TYP.
TRASH,TYP.
DO NOT
ENTER SIGNS
WAYFINDING TYPE E &
DO NOT ENTER SIGN
BOULDER WALL, TYP.
SPLIT RAIL FENCE, TYP.
CAMPSITE
MARKERS,TYP.
CAMPSITE MARKER,TYP.
SPEED TABLE, TYP.
COMPOSITE TIMBER STEPS
PARKING
(4)10
L6.8
2
L6.1
1
L6.2
8
L6.0
1
L6.10
2
L6.2
6
L6.0
CAMPSITE TYPE S,
TYP.
NATURAL SURFACE
TRAIL, TYP.
3
L6.1
1
L6.2
7
L6.0
17x20 GRADED AREA
FOR FUTURE CABIN
PAD TO BE BY OTHERS
7
L6.8
6
L6.8
2
L6.0
2
L6.0
CONCRETE PAVING
(ADA ACCESSIBLE)
1
L6.5
4
L6.10
2
L6.1
1
L6.1
(2) ADA
CAMPSITES
1
L6.2
COMPOSITE
TIMBER STEPS
1
L6.8
1
L6.8
PARKING
(8)
1
L6.13
1
L6.6BIORETENTION
1
L6.5
BATH HOUSE
NATURAL SURFACE TRAIL
DESIGNED BY OTHERS
(SEE SPECIFICATIONS
FOR TRAIL PACKAGE)
NATURAL SURFACE TRAIL
DESIGNED BY OTHERS
(SEE SPECIFICATIONS
FOR TRAIL PACKAGE)
10
L6.8
6
L6.1
COMPOSITE TIMBER
WALL, TYP.
TENT PAD7
L6.1
CONCRETE PAVING
(ADA ACCESSIBLE)
NATURAL SURFACE
TRAIL, TYP.
6
L6.0
PIPE, TYP.
SEE GRADING AND
DRAINAGE PLANS
6
EC4.0
RIP-RAP OUTLET
PROTECTION, TYP.
TRASH, TYP.
GROUP CAMPSITE
40'-7"2
2
'
-
0
"
36'-2"22'-3"3
3
'
-
1
0
"
5
L6.8
WAYFINDING
TYPE D
5
L6.11
TYPICAL DIRECTIONAL
TRAIL SIGNAGE
(CAMPGROUND LOOP)
LEGEND
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE/WATER EDGE
1230
TT
100' LAKE BUFFER50' BUFFERTTTTTTTT
TTTTTT
T
T
T
T
T
T
T
TTTTTTTTTTT
TTTTTLAKE JAMES
LAKE JAMES
MATCHLINE SHEET L3.7MATCHLINE SHEET L3.4MATCHLINE SHEET L3.6
MATCHLINE SHEET L3.7
19
20
22
23
24
21
38
37
36
35
34
33
100' LAKE BUFFER50' BUFFERS29°
46
'
34
.30
"E36'
S6
4
°

0
9
'

2
8
.
8
8
"
E
95'S05° 26' 30.89"W41'S85° 26' 15.76"E
55'
S6
4
°

5
8
'

0
4
.
7
3
"
E
20'S31°
04
'
54
.48
"E89'
L=6
9,
R
=
8
3
L=2
4
,R
=
40
L
=75,R=61L=48,R=
3
0
L=64,R=178
L
=
5
9,R=
1
0
0
0+001+002+003+00
4+007+0023+
8
017+0018+
0
0
19+0020+00
21+0022+0023+
0
0LOOP 'B'N25° 07' 43.27"E6'N4
2
°

5
0
'

4
7
.
0
7
"W
5
4
'
N
5
2
°

5
0
'

0
8
.
6
8
"
W
3
9
'N06° 57' 32.60"W78'L=83,R=70L
=
2
1,
R
=12
2L=100,R=1250+001+002+003+00
4+007+000+00
R5
'
-
0
"5'-5"3'-8"R5'-0"
9'-8"R2'-0"R5'-0"R5'-0"
R5'-0"
R5'-0
"
R20'-0"R5'-0"R5'-0"R25'-0"R30'-0"10'-0"
10'-0"13'-0"24'-0"10'-0"5'-0"TYP.R10'-
0"31'-7"5'-0"R4'-6"R1
'
-
6
"
R39'-
6"5'-0"SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
LAYOUT &
MATERIALS
L3.7
Know what's below.
before you dig.Call
R
2
L6.1
2
L6.4
1
L6.0
4
L6.5
1
L6.12
1
L6.5
6
L6.0
1
L6.5
6
L6.0
3
L6.1
7
L6.0
4
L6.10
PARKING
(12)
TRASH, TYP.
LANDSCAPE BOULDERS TO
DETER VEHICLE TRAFFIC
VAULT TOILET
NATURAL SURFACE TRAIL BY
LANDSCAPE ARCHITECT
8
6.0
CONCRETE WHEEL STOP, TYP.
CONCRETE PATH
(ADA ACCESSIBLE)
2
L6.0
PARKING
(8)
1
L6.3
(1) ADA
PARKING
4-TABLE PICNIC
SHELTER
TRASH,TYP.
4
L6.3
10
L6.0 CONCRETE CURB
ACCESSIBLE RAMP
SPEED TABLE
GUARDRAIL, TYP.
SPLIT RAIL FENCE
CAMPSITE TYPE C, TYP.
COMPOSITE TIMBER
STEPS,TYP.
PARKING
(2)
NATURAL SURFACE
TRAIL DESIGNED BY
OTHERS (SEE
SPECIFICATIONS FOR
TRAIL PACKAGE)
NATURAL SURFACE
TRAIL DESIGNED BY
OTHERS (SEE
SPECIFICATIONS FOR
TRAIL PACKAGE)
NATURAL SURFACE
TRAIL, TYP.
8
L6.8
WAYFINDING TYPE G &
DO NOT ENTER SIGN
10
L6.8
DO NOT
ENTER SIGN 9
L6.8
WAYFINDING
TYPE H
CAMPSITE
MARKER, TYP.
1
L6.8
1
L6.10
SPLIT RAIL FENCE, TYP.
PIPE, TYP.
SEE GRADING &
DRAINAGE PLANS
CAMPSITE TYPE S, TYP.
1
L6.2
NOTE: TRAILS TO GENERALLY
MATCH LAYOUT ON PLAN,
HOWEVER, PRIORITY IS GIVEN
TO ADHERING TO
SUSTAINABLE TRAIL
GUIDELINES
6
L6.1
COMPOSITE TIMBER
WALL, TYP.
6
EC4.0
RIP RAP OUTLET
PROTECTION, TYP.
5
L6.11
TYPICAL DIRECTIONAL
TRAIL SIGNAGE
10
L6.8
LEGEND
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE/WATER EDGE
1230
TT
50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFFE
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
50
'

B
U
F
F
E
R
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
DAY USE
AREA
LAK
E

J
A
M
E
S

R
O
A
D
EXISTING ACCESSROADENTRANCE
ROAD A
ROA
D
B
CAMPGROUND
AREA
EXISTING PARKING
(ASPHALT)ROAD AAREA BLACK BEAR
LAKE
JAMES 50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFFE
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
50
'

B
U
F
F
E
RL=204,R =3 6 7
L =109,R=300L=245,R=200L=108,R=1
9
2
L
=1
7
3,
R
=310
L =56,
R
=90L=31,
R=40L=69,
R
=83L=24,
R=40
L =7
5
,R=61L=48,
R
=30 L =6 4,R=178
L=59,R=100L =5
3
,R=58L=37,R=50Pipe 13L =1 5 2,R=63L=204 ,R =1 2 3
L=268,R=263L
=
1
8
7
,R=796L=130,R=2 0 0 L =10 5,R=290
L
=489,R=326L=2
2
1,R=50
0
L=83,R=70L=21,
R
=122L=100,R=
1
2
5
L =219,
R
=
1
0
9
L=7 0 ,R =1 1 6Pipe 16Pipe 1
7
Pipe 18Pipe
22Pipe 19Pipe 20
Pipe 21
Pipe 1
0
Pipe 24
Pipe 23Pipe 16Pipe 16Pipe 1
0
7+58
0+00
1+00
2+003+004+004+170+00
N21° 00' 18.54"E25'N17° 24' 35.63"W22'N11° 01' 51.00"W101'N
5
0
°

2
5
'

5
5
.
0
3
"W
0'
S79° 32' 31
.
0
8
"
W
53'
N6
4
°

1
7
'

4
0
.
2
1
"
W
45'
L =20,R=30L=15,R=135L=3
8
,R=55L =5 1,R=
5
9
L
=
46,R =7 2
LAKE JAMES 50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFFE
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
50
'

B
U
F
F
E
RL=204,R =3 6 7
L =109,R=300L=245,R=200L=108,R=1
9
2
L
=1
7
3,
R
=310
L =56,
R
=90L=31,
R=40L=69,
R
=83L=24,
R=40
L =7
5
,R=61L=48,
R
=30 L =6 4,R=178
L=59,R=100L =5
3
,R=58L=37,R=50Pipe 13L =1 5 2,R=63L=204 ,R =1 2 3
L=268,R=263L
=
1
8
7
,R=796L=130,R=2 0 0 L =10 5,R=290
L
=489,R=326L=2
2
1,R=50
0
L=83,R=70L=21,
R
=122L=100,R=
1
2
5
L =219,
R
=
1
0
9
L=7 0 ,R =1 1 6Pipe 16Pipe 1
7
Pipe 18Pipe
22Pipe 19Pipe 20
Pipe 21
Pipe 1
0
Pipe 24
Pipe 23Pipe 16Pipe 16Pipe 1
0
7+58
0+00
1+00
2+003+004+004+170+00
N21° 00' 18.54"E25'N17° 24' 35.63"W22'N11° 01' 51.00"W101'N
5
0
°

2
5
'

5
5
.
0
3
"W
0'
S79° 32' 31
.
0
8
"
W
53'
N6
4
°

1
7
'

4
0
.
2
1
"
W
45'
L =20,R=30L=15,R=135L=3
8
,R=55L =5 1,R=
5
9
L
=
46,R =7 2
SCALE 1" =
0 36024012012060
120'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
OVERALL GRADING
& DRAINAGE
L4.0
FONTA FLORA TRAIL
ALIGNMENT
CAMPGROUND LOOP A
WALK-IN CAMPSITES
(SEE SHEET L4.16)
(SEE SHEET L4.09)
(SEE SHEET L4.02)
(SEE SHEETS L4.03-4.04)
(SEE SHEETS L4.04-4.06)
(SEE SHEET L4.07)
(SEE SHEET L4.01)
FOR ROAD PROFILES
(SEE SHEETS L4.08-4.20)
STORMWATER
TREATMENT (SCM 6)
STORMWATER
TREATMENT (SCM 1)
LEGEND
EXISTING CONTOURS (1' INT.)
PROPOSED CONTOURS
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
PICNIC SITES
CABIN LOCATION
EXISTING TREE (TO REMAIN)
LIMITS OF DISTURBANCE
SWALE
ADDITIONAL STORMWATER FLOW
LINES
STREAM CENTERLINE
LAKE/WATER EDGE
1230
1230
ROAD
AROAD AROAD B
(SEE L2.1)
SWALE SCHEDULE
(SCM 2)
(SCM 4)
(SCM 3)
(SCM 5)
STRUCTURE SCHEDULE
SCM SCHEDULE
NOTE: 1) ALL OPEN PIPE INLETS TO BE ARMORED ALL THE WAY
AROUND THE PIPE AT THE SLOPE WITH CLASS A. 2) ALL OPEN
PIPE OUTFALLS TO BE ARMORED ALL AROUND PIPE AT SLOPE
WITH CLASS A RIP RAP IN ADDITION TO PIPE OUTFALL
PROTECTION (SEE DETAILS).Know what's below.
before you dig.Call
R
STREAM
CROSSING
STORMWATER
TREATMENT
CAMPGROUND LOOP B
TTTTTPipe 9-1123512401245 12251230DAY USE ROADPip
e

9
4.9%
2%
Pipe 2312201225
1230Pipe 9-2
5%
4.9%
2:1
3:1
1235
1225122012151210 12052:12:12:12.5:12.5:12.5:1
1223.7
1223.6
1220.4
1219.25 1217.7
1220.251219.9
1219.96
1235.1
1236.4
1236.7
1235.6
1232.9
1233.6
1233.8
1224.5
1222.8
1221.8
1234.5
1236.5
1236.7
1219.66
Pipe 9-31220SWALE OSWALE QSWALE RSWALE PSWAL
E

T
SWALE U
SWALE SS
W
A
L
E

S
-
1
S
W
A
L
E

S
-
2
1233.75
1233.70
8.3%
1230.00
1229.95
5%
1229.00
1228.95
8.3%
1225.00
1224.95
4%
1220.55
1220.50
1220.50
1227.50
1216.00
1215.50
8.
3
%
1217.00
1216.95
1215.00
1214.95
5%
8
.
3%
1211.25
1211.10 8.3%1203.00
1207.20
1206.98
1202.98
1202.981225123012351240124550' BUFF
E
R
100'
L
A
K
E

B
U
F
F
E
R
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TTTTTT
T TTTTTTTTTTTTT50' BUFF
E
R
100'
L
A
K
E

B
U
F
F
E
R
12351240124512401220
1220
12251225
1230123012351240DA
Y

U
S
E

R
O
A
D
RO
A
D

'
A
'DAY USE ROADROAD 'A'Pip
e

9
Pipe 10-1
Pipe 1
0
Pipe 24
4.9%
2%
5%
10%
(Soil Trail)
Pipe 23
Pipe
8
12351245 12151210121012201225
4.99%
4.99%
2%
4.99%
4.99%
5%
2%
4.9%
2:1
3:12:112452%
2%
2%
1235
1240
1225
3:12:12:12:12:12:14:12:13.5:12.5:13:12.5:12.5:1 2.5:112151215122012251220Pipe 1
0
Pipe 25
1220.8
1220.5
1223.7
1213.75
1223.6
1220.4
1215.15
1215.5
1219.25
1212.5
1212.75
1217.7
1218.75
1220.8
1220.5
1211.0
1217.6
1209.0
1215.75
1211.25
1212.0
1220.251219.9
1219.96
1218.5
1223.5
1222.5
1220.5
1221.3
1219.4
1220.3
1219.1
1218.2
1219.9
1219.8
1219.1
1220.3
1219.5
1221.8
1220.8
1222.3
1221.6
1229.10
1228.30
1229.50
1227.50
1235.1
1219.3
1236.4
1236.7
1235.6
1232.9
1233.6
1233.8
1224.2
1221.7
1220.9
1219.7
1220.1
1224.2
1231.5
1225.3
1220.4
1220.0
1224.5
1222.8
1221.8
1232.2
1233.0
1239.5
1241.2
1234.5
1220.6
1219.66
1214.00
1229.95
S
W
A
L
E

M
SWALE NSWALE OSWALE Y-1SW
A
L
E

Y
SWALE WSWAL
E

T
SWALE U SWALE VSWALE X1235124012451220
1215
SCALE 1" =
0 9060303015
30'SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTSCM 2
SCM 4
SCM 3
SCM 5
SCM 5
Know what's below.
before you dig.Call
R
LEGEND
EXISTING CONTOURS (1' INT.)
PROPOSED CONTOURS
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
PICNIC SITES
CABIN LOCATION
EXISTING TREE (TO REMAIN)
LIMITS OF DISTURBANCE
SWALE
ADDITIONAL STORMWATER FLOW
LINES
STREAM CENTERLINE
LAKE/WATER EDGE
1230
1230 Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
GRADING &
DRAINAGE DAY USE
AREA
L4.01
1
2.0%2.0%
2.0%
2.
5
:
1
2:11263.51262.0
1257.96
1257.7
1254.76
1255.0
1254.76
1255.0
1255.91255.8
TW 1264.8
BW 1263
2
2.5%
2.5%2:12:11256.1
1260
1254.76
1254
1254
1253.7
1253.7
1256.2
1255.91255.8
1256.0
BW 1263
TW 1264.8
BW 1262
3
1.
5
:
1
1254
1250.851250.6
1250.8
1252.351250.6
1252.2
1252.35
1252.2
1252.45
1260.51259
1257
TW 1250.6
BW 1248.1
TTTTTTTT5
2.0%1268.08
1269.02
1267.60
1.5%
6
1257.7
1257.5
1257.5
1261.01257.7
1256.35
1256.15
1256.0
1256.15
1257.2
1257.4
1257.8
1265.5
1263.1
4
1.5%1.0%1268.33
1268.33
1268.08
1268.08
1269.02
1267.96
1268.50
1.5%
72:11248.2
1248
1246.55
1246.7
1248.37
SITE 1 GRADING DETAIL
1"=10'
SITE 2 GRADING DETAIL SITE 3 GRADING DETAIL SITE 4 GRADING DETAIL
1"=10'1"=10'1"=10'
SITE 5 GRADING DETAIL
1"=10'
SITE 6 GRADING DETAIL
1"=10'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
GRADING &
DRAINAGE
CAMPSITES 1-7
L4.02SITE 7 GRADING DETAIL
1"=10'
Know what's below.
before you dig.Call
R
81265 12702:11265.8
1265.7
1263.6
1266.1
1269.0
1273.0
1266.1
1274.5
1270.012651.5%
8
9 127512
7
012652:11266.1
1269.0
1270
1269.6
1268.6
1268.4
1268.2
1268.4
1273.0
1266.1
1274.5
1270.01265
11
12
12661
2
7
5
12
7
0
12
6
5
12
7
0
TW 1280.0
BW 1277.0
TW 1265.6
BW 1263.5 2:12:11270.45
1265.8
1266.0
1270.2
1270.2
1270.2
1272.5
1276.04
1276.0
1274.5
1266.0
1272.0
10
1275TW 1275
BW 1273
TW 1280.5
BW 1277.5
8.3%
4.9%
TW 1280.5
BW 1276.5
1
2
8
0
1275.73
1275.63
1275.96
1276.58
1276.63
1276.44
1276.02
1276.58
1276.44
1275.73
1276.04
1.5 to 2%TTTTTTTTTT13
TW 1280.5
BW 1277.5
8.3%
4.9%
1275
TW 1280.5
BW 1276.5
TW 1280.0
BW 1276.0
2.5:11274.9
1274.86
1274.56
1276.44 1275.3
1272.4
1274.85
14
1266.661265
1270127012711267.33
1267.33
1272.2 1272.0
1269.5
1264.8
1264.6
1264.8
SITE 8 GRADING DETAIL SITE 9 GRADING DETAIL SITE 10 GRADING DETAIL
1"=10'1"=10'1"=10'
SITE 11 & 12 GRADING DETAIL
1"=10'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
GRADING &
DRAINAGE
CAMPSITES 8-14
L4.03
SITE 14 GRADING DETAIL
1"=10'
SITE 13 GRADING DETAIL
1"=10'
HANDRAIL
Know what's below.
before you dig.Call
R
14
1266.661265
12701267.33
1267.33
1272.2 1272.0
1269.5
1264.8
1264.6
1264.8
16 126512
6
5
12702.0%
1263.7
1264.4
1264.5
1263.5
1263.5
1264.8
1264.9
1270.62
1268.34
1268.0
SWALE SS3+0015
126512701269127012711266
1265.8
1266.25
1266
1265.8
1264.8
1264.5
1264.5
1272.15
1272.2
1272.4
1272.0
1268.0
1272.15
1270.62
1272.0
3+00191300
1300TW 1302.2
BW 1301.0
1302.5
1302.2
1304.1
1302.3
1302.4
S
W
A
L
E

L
L
SWAL
E

K
K
1.5 to 2%
1.5 to 2%
1302.3
TT20 131013051300
1300
1305
2:1 2:1
1305.3
1305.5
1305.2
1305.4
1305.5
1307.751306.5
1302.2
1304.7
1307.5
1304.1
1.5 to 2%18
1287.51
1280.85
1287.6
1283.4
1283.3
1283.18
1283.3
1284.85
1285.36
1.5 to 2%
SITE 15 GRADING DETAIL
1"=10'
SITE 17 GRADING DETAIL
1"=10'
SITE 18 GRADING DETAIL
1"=10'
SITE 16 GRADING DETAIL
1"=10'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
GRADING &
DRAINAGE
CAMPSITES 15-20
L4.04
SITE 19 GRADING DETAIL
1"=10'
SITE 20 GRADING DETAIL
1"=10'
Know what's below.
before you dig.Call
R
2:1
1307.6
1307.2
1307.4
1308.5
1307.8
1308.5
1309.2TTTTT22
2:1
1307.2
1307.4
1305.8
1305.8
1305.9
1307.71307.5
1305.9
1307.8
1307.6
23
2:1
4.9%
2:1
1315.8
1315.8
1315.8
1315.8
1315.8
1315.8
1315.8
1315.8
1313.9
21
1289.7
1289.7
1289.5
1289.5
1291.2
1291.7
1291.0
1291.8
1295.6
1294.6
1294.8
1295.3
T
T
T
27
1296.01299.0
1298.9
1300.2
1296.0
1296.0
1295.8
1295.8
TTTT24
Pipe 21
1294.1
1294.0
1297.3
1294.2
1294.0
1293.8
1297.5
1294.1
25
1295.0
1297.5
1294.7
1295.0
1295.0
1294.8
1297.3
1297.7
1297.2TT
26
SITE 21 GRADING DETAIL SITE 22 GRADING DETAIL
1"=10'
1"=10'
SITE 23 GRADING DETAIL
1"=10'
SITE 24 GRADING DETAIL
1"=10'
SITE 25 GRADING DETAIL
1"=10'
SITE 27 GRADING DETAIL
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
GRADING &
DRAINAGE
CAMPSITES 21-27
L4.05
SITE 26 GRADING DETAIL
1"=10'1"=10'
Know what's below.
before you dig.Call
R
30
1
2
6
5
1
2
6
0
1
2
6
5
31
1265
1260
321260 TTTTTTTT12851286.65
1287.65
12
8
5
1287.4
1287.6
1284.0
12
8
0
29 127512801274.5
1281
1281
1277
1277.66
1275
1274.6
1280.8
1280.66
1274.8
1274.8
T
T
T
T
T
T
T
28
1285128012909.5%
1291.7
1291.8
1282.9
1282.7
1283.2
1283.1
1281
1281
1277
1283.1
1285.1
1280.8
1292.7
1294.6
1294.8
1280.66
SITE 30 GRADING DETAIL
1"=10'
SITE 31 GRADING DETAIL
1"=10'
SITE 32 GRADING DETAIL
1"=10'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
GRADING &
DRAINAGE
CAMPSITES 28-32
L4.06
SITE 29 GRADING DETAIL
1"=10'
SITE 28 GRADING DETAIL
1"=10'
VAULT TOILET GRADING DETAIL
1"=10'
Know what's below.
before you dig.Call
R
128512851285.501285.31285.31285.81291.001282.751280.751291.001285.50361280128512801282.751280.451282.751280.751282.751280.451285.501283.0381275127512741273.651274.751274.75127512751273.721273.7237128512901291.001291.51291.51291.251291.0035129012851286.00HP 1286.101286.501288.51286.21290.21285.41285.751286.11285.91285.61285.41285.6TTTTTTTT331211.071210.671210.751210.301211.051211.441210.002% MAX.4.8%2%1288.91292.51288.71288.71288.51285.6128512901285.634SEALDRAWN BY:CHECKED BY:Copyright © 2020, Equinox EnvironmentalConsultation & Design, Inc.37 Haywood St.Suite 100Asheville, NC 28801t 828.253.6856f 828.253.8256DRAWING SCALENOTE: If this drawing is not 24x36" it has been revisedfrom its original size and the scales noted ondrawings/details are no longer applicable.REVISIONS DATEPHASEDATEDRAWING NAMEDESIGN BY:NOTE: Drawings are invalid without signed stamp by professional1542N O
R
TH CAROLINADAVID P. TUC
H
R E G I S T ER
E
D
LANDSCAPE ARCHITECTDuke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road100% CDSFebruary 16, 2021AS SHOWNGRADING &DRAINAGE WALK-INCAMPSITESL4.07SITE 34 GRADING DETAIL1"=10'SITE 33 GRADING DETAIL1"=10'SITE 35 GRADING DETAIL1"=10'SITE 36 GRADING DETAIL1"=10'SITE 37 GRADING DETAIL1"=10'VAULT TOILET AND VAN ACCESSIBLE PARKING SPACE GRADING DETAIL1"=10'NO MORE THAN 1.9% SLOPE IN ANYDIRECTION ON ADA PARKING STALL,ACCESS ISLE, AND VAULT TOILET PADSITE 38 GRADING DETAIL1"=10'Know what'sbelow.before you dig.CallR
Pipe 2
Pipe 1
-4.00%
-9.63%
-6.12%
-10.41
%
2.07%
Sag
K=9
R=914
1312.9
Sag
K=7
R=746
1286.2
Crest
K=4
R=402
1319.7
Crest
K=21
R=2119
1310.0 12801285129012951300131513151285S6
5
°

5
6
'

4
5
.
1
3
"
W
33'CAMPGROUND ROADPipe 1
Pipe 20+0
0
1+0
0 2+003+00
4+005+006+
0
0
7+
0
0
0+00
Pipe 11S31° 57' 26.15"E118'N73° 12
'
17
.61"W28'
S11°
3
8'
5
8.
2
1"
W
35'
L =15 2,R =63
L=204,R=123 L=268,R=26312901295
130013051310
13151320128513201325131012951315128512951310
1315132013001305
1315129013001320132513102:12:12.5:12.5:11320.01324.21324.81322.01321.71320.41315.81312.51316.51313.11289.71290.31289.91287.4SWALE A
SWA
L
E
C
SW
A
L
E

Z SWALE DSWALE B
0+00 1+00 2+00 3+00 4+00 5+00 6+00
1+00
1295
1300
1305
1310
1315
1320
1325
0 5 10 15 20 25 300-5-10-15-20-25-30
2+00
1300
1305
1310
1315
1320
1325
0 5 10 15 20 25 30 35 400-5-10-15
3+00
1285
1290
1295
1300
1305
1310
1315
0 5 10 15 20 25 30 350-5-10-15-20-25-30-17026-14040-270364+00
1275
1280
1285
1290
1295
0 5 10 15 20 25 300-5-10-15-20-25-30
5+00
1275
1280
1285
1290
1295
1300
0 5 10 15 20 25 300-5-10-15-20-25-30
6+00
1265
1270
1275
1280
1285
1290
1295
1300
1305
0 5 10 15 20 25 300-5-10-15-20-25-30-35-40-45-50-55-60-30033-20015-58033SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.08
LAKE
J
A
M
E
S

R
O
A
D
VERTICAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
ENTRANCE GATE
CAMPGROUND GATE
SCALE: 1"=20'
SCM 1
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
HORIZONTAL SCALE: 1"=20'
HORIZONTAL SCALE: 1"=20'
DUMPSTER STATION
Pipe 4
Pipe 3
-9.64%
0.81%
-2.49%
1.71%
Sag
K=10
R=1000
1283.8
Sag
K=5
R=544
1277.0
Crest
K=14
R=1364
1290.0 Crest
K=4
R=419
1285.1
Crest
K=6
R=644
1277.5
1285 S65° 56' 45.13"W33'CAMPGROUND ROADROAD 'B'Pipe 46+007+008+009+0010+0011+0012+000+00
1+00
DAY USE ROAD
ROAD 'A'
Pi
p
e

1
1
S42° 17' 45.61"
E
110'
S28° 50' 27.06"
E
73'L=268,R=263
L=187,R=79 6
Pipe 3128512801285 12801285
1285128012752:1SWALE ZSWALE D
SWALE F SWALE G
SWALE E
7+00 8+00 9+00 10+00 11+00 12+00
7+00
1280
1285
1290
1295
1300
0 5 10 15 20 25 300-5-10-15-20-25-30
8+00
1280
1285
1290
1295
0 5 10 15 20 25 300-5-10-15-20-25-30
9+00
1270
1275
1280
1285
1290
1295
0 5 10 15 20 25 300-5-10-15-20-25-30-21021-20023-1802710+00
1275
1280
1285
1290
1295
0 5 10 15 20 25 300-5-10-15-20-25-30
11+00
1265
1270
1275
1280
1285
1290
0 5 10 15 20 25 300-5-10-15-20-25-30
12+00
1265
1270
1275
1280
1285
0 5 10 15 20 25 300-5-10-15-20-25-30-15024-20029-17020INTERSECTION CAMPGROUND RD 'B' & DAY-USE ROAD 'A'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.09
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=20'
CAMPGROUND GATE
SCALE: 1"=20'
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
Pipe 6
Pipe 5
-10.15%
-2.51%
1.61%
-10.88
%
5.03%
-12.31
%
Sag
K=7
R=655
1267.9 Sag
K=18
R=1759
1264.0
Sag
K=5
R=498
1253.8
Crest
K=4
R=402
1264.4
Crest
K=4
R=365
1257.1
10
0
'

B
U
F
F
E
R
50'

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
50'

B
U
F
F
E
R
1245125012501255126013+0014+0015+0016+0017+0018+00Pipe 5D
A
Y

U
S
E

R
O
A
D
R
O
A
D

'
A
'Pipe 6S5
4
°

1
0
'

5
7
.
9
6
"
E
56'
N88° 40' 19.18
"
E
175'
L=130,R=200
L=105,R=290
L
=
2
2
1,
R
=
5
0
0
125012551265
12551255125512601265
1270
1275
12651270125512601255126512
6
5
12
6
0
2.5:12:12:
1
2.5
:
1
S
W
A
L
E

H
S
W
A
L
E

I
SWALE J
SWALE K
SWAL
E

L
13+00 14+00 15+00 16+00 17+00 18+00
13+00
1255
1260
1265
1270
1275
1280
1285
0 5 10 15 20 25 30 350-5-10-15-20-25-30
14+00
1260
1265
1270
1275
0 5 10 15 200-5-10-15-20-25-30-28033-2302015+00
1250
1255
1260
1265
1270
1275
0 5 10 15 20 25 300-5-10-15-20-25-30
16+00
1250
1255
1260
1265
1270
1275
1280
0 5 10 15 20 25 30 350-5-10-15-20-25-30-21029-2303617+00
1240
1245
1250
1255
1260
1265
0 5 10 15 20 25 300-5-10-15-20-25-30
18+00
1235
1240
1245
1250
1255
1260
1265
1270
1275
0 5 10 15 20 25 30 350-5-10-15-20-25-30-35-40-45-30030-42033HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.10HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=20'
SCALE: 1"=20'
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
19+00 20+00 21+00 22+00 23+00 24+00
Pipe 8
Pipe 7
-12.31
%
1.73%
-6.22%
0.40%
-5.29%
-0.62%
Sag
K=5
R=514
1247.2 Sag
K=8
R=800
1241.9
Sag
K=13
R=1336
1233.7
Crest
K=4
R=387
1248.1 Crest
K=8
R=798
1242.0125012551260 124012201220
122512400
+
0
0
4+0
0
6
+
0
019+0020+0021+00
22+0023+0024+
0
0
DAY USE ROAD
ROAD 'A'DAY USE
ROADROAD
'A
'Pipe
7
Pipe 10-1
S70° 31' 15
.
7
3
"
E
138'
L
=
48
9,
R
=
3
2
6
Station=19+30.26
Offset=-30.761
Station=20+28.32
Offset=-29.943
Pipe 10
Pipe 81235124512501255125512401245126512
4
5
124
02:12.5:12:14:12:13.5:12.5:13:1Pipe 10
1218.
7
5
1220.
5
1218.
5
1220.
5
1221.
3
1219.
4
1220.
3
1219.
1
1218.
2
1219.
9
1219.
8
1219.
1
1220.
3
1219.
5
1221.
8
1220.
8
1222.
3
1221.
6
1219.
3
1224.
2
1221.
7
1220.
9
1219.
7
1220.
1
1220.
4
1220.
0
1232.
2
1233.
0
1239.
5
1241.
2
SWALE L
SWALE M
SW
A
L
E

NSWALE Y-1SWALE T
19+00
1235
1240
1245
1250
1255
1260
1265
1270
1275
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30
20+00
1225
1230
1235
1240
1245
1250
1255
1260
1265
0 5 10 15 20 25 30 350-5-10-15-20-25-30-35-40-45-23057-4103322+00
1230
1235
1240
1245
1250
1255
0 5 10 15 20 25 300-5-10-15-20-25-30
23+00
1225
1230
1235
1240
1245
1250
0 5 10 15 20 25 300-5-10-15-20-25-30-22027-1802824+00
1225
1230
1235
1240
1245
1250
0 5 10 15 20 25 30 350-5-10-15 -13036INTERSECTION
BOULDER WALL
100 LF
MSE 1
1' MIN.Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.11
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTHORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=20'
SCALE: 1"=20'
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
1224
1232
1240
1248
1256
21+00 22+00 23+00 24+00 25+00 26+00 26+38
Pipe 8
Pipe 9
0.40%
-5.29%
-0.62%
2.41%
Sag
K=8
R=800
1241.9
Sag
K=13
R=1336
1233.7
Sag
K=13
R=1294
1233.1
Crest
K=8
R=798
1242.0 Pipe 9-112351240124512401225123012406+85
0+0
0 26+3821+00
2
2+
0
0 23+0024+0025+0026+00DAY USE ROAD
ROAD 'A'Pipe 9Pipe 10-1
S15° 26' 10.91"W
148'
L =4 8 9 ,R =3 2 6
P
i
p
e

8 123512251230124512351240122512252:12:12:14:12:13.5:12.5:13:12.5:12.5:11218.751223.51222.51220.51221.31219.41220.31219.11218.21219.91235.11236.41236.71235.61232.91233.61233.81224.21222.81221.81232.21233.01239.51241.21234.51236.51236.7SWA
L
E
N
SWALE O
SWALE Y
-1SWALE YSWALE PSWALE T1233.751233.708.3%1230.001229.955%1229.001228.958.3%1225123012351240124524+00
1225
1230
1235
1240
1245
1250
0 5 10 15 20 25 30 350-5-10-15
25+00
1225
1230
1235
1240
1245
1250
1255
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30
26+00
1225
1230
1235
1240
1245
1250
1255
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-13036-22045-19042SCM 5 (STEP POOLS).
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.12
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=20'
TRAILHEAD
SCM 2 (STEP POOLS).
SCM 4 (BIORETENTION)
SCALE: 1"=20'
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
-7.52%
-10.00%
-4.78%
4.57%
2.00%
Sag
K=17
R=1705
1219.6
Sag
K=8
R=750
1229.3
Crest
K=9
R=922
1241.3
Crest
K=11
R=1084
1224.1
HANDICAP
STALLS
Pipe 10-1
Pipe 1050' BUFFER100' LAKE BUFFER50' BUFFER100' LAKE BUFFER6+85
0+00
1+00
2+003+004+005+006+00
22+0023+0024+0025+00Pipe 9Pipe 10-1
L =4 8 9 ,R =3 2 6 Pipe 104.9%2%Pipe 23
Pipe 85%4.9%2:13:12:14:12:13.5:12.5:13:12.5:12.5:12.5:1Pipe 101223.71223.61220.41219.251217.71218.751220.251219.91219.961218.51223.51222.51220.51221.31219.41220.31219.11218.21219.91219.81219.11220.31219.51221.81220.81222.31221.61229.101228.301229.501227.501219.31232.91233.61233.81224.21221.71220.91219.71220.11224.21231.51225.31220.41220.01224.51222.81221.81232.21233.01239.51241.21219.661229.951208
1216
1224
1232
1240
5+00 6+00 6+85
13.00%
0.99%
4.57%
2.00%
Sag
K=5
R=502
1224.9
Crest
K=2
R=250
1233.0
Crest
K=11
R=1084
1224.1
HANDICAP
STALLS
0+00 1+00 2+00 3+00 4+00 5+00 6+00
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
SCM 4 (BIORETENTION)
BLIND SWALE &
FOREBAY
SCM 2 & 3
(DROP POOLS)
VAULT TOILET
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.13
SCM5
(DROP POOLS)
NO MORE THAN 1.9% SLOPE IN ANY
DIRECTION
SCALE: 1"=20'
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
Pipe 11
Pipe 13
Pipe 12
-12.15
%
-2.32%
-10.87
%
-7.28%
-5.00%
-4.64%Sag
K=4
R=415
1266.0
Sag
K=16
R=1628
1284.1 Crest
K=12
R=1158
1283.1
Crest
K=13
R=1274
1264.4
R=914
1289.0
S65° 5
6
'

4
5
.
1
3
"
W
33'
S34° 0
4'

0
8
.
1
4
"
W
113'
S54° 56' 20.54"W
141'
L =2 0 4,R =3 6 7
L =1 0 9 ,R =3 0 0
7+00
0+00
1+002+003+004+005+006+00Pipe 11Pipe 12Pipe 13L=268,R=2632:12:12.5:12.5:10+00 1+00 2+00 3+00 4+00 5+00 6+00
1+00
1270
1275
1280
1285
1290
1295
1300
1305
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30
2+00
1260
1265
1270
1275
1280
1285
1290
0 5 10 15 20 25 30 350-5-10-15-20-25-30
3+00
1255
1260
1265
1270
1275
0 5 10 15 20 25 300-5-10-15-20-25-30-15046-27030-190234+00
1250
1255
1260
1265
1270
1275
1280
0 5 10 15 20 25 30 350-5-10-15-20-25-30
5+00
1240
1245
1250
1255
1260
1265
0 5 10 15 20 25 300-5-10-15-20-25-30
6+00
1230
1235
1240
1245
1250
1255
0 5 10 15 20 25 300-5-10-15-20-25-30-26033-23019-30030-30030-29023SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.14
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=20'
CAMPGROUND
ROAD ROAD 'B'
SCALE: 1"=20'
CAMPGROUND GATE
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
Pipe 14
15.74%
2.29%-2.38%
Sag
K=9
R=870
1245.0
Sag
K=7
R=718
1265.3
Crest
K=8
R=755
1267.1
Crest
K=18
R=1780
1268.2
CULVERT AT STREAM CROSSING
INTERSECTION W/ LOOP 'A'123512401245125012501255126012651265126512601255125012451
2
7
5
S15° 17
'

1
7
.
6
9
"
E
103'S47° 26' 29.76"E79'S04° 53' 21.74"W
16'
S36°
5
8'
0
6.
6
5"
E
55'
L=245,R=200
L =1 0 8 ,R =1 9 2
L =5 3 ,R =5 8 L =3 7 ,R =5 0
6+0
0
7+008+009+0010+001
1
+
0
0 12+00CAMP
G
R
O
U
N
D

R
O
A
D
ROAD '
B'Pipe 14Station=9+04.81
Offset=34.692
Station=9+83.23
Offset=36.519
2.0%TW 1268BW 1265TW 1265BW 1262TW 1255.66BW 1255TW 1257BW 1255.66TW 1268BW 1265TW 1256BW 1254TW 1267BW 1265.5TW 1254BW 1250.66TW 1251BW 1250TW 1249.2BW 1247TW 1251BW 1250TW 1254BW 1250.66TW 1256.15BW 1254TW 1264.0BW 1262TW 1266.18BW 1265TW 1266.06BW 1265TW 1269BW 1268TW 1271BW 1269.61255
1260
1255
1270 126512452.0%2.5%125512601260
1265123512401
2
4
0
1
2
4
5
125
5
1260
1250 12501265
127012601255
2.0%1.5%1.0%2.5%2.5:12.5:12:12.5:12:1 1.5:12:1Pipe 22-21263.51262.01257.961256.11255.01267.112601254.76125412541253.71253.71250.851250.61250.81252.351250.61252.21257.71257.51257.51261.01257.71256.351256.151256.01256.151257.21257.41255.01252.351265.81265.71263.61266.11269.01268.081268.331268.331268.081268.081269.021256.21255.91255.81256.01267.961268.501273.01266.11274.51270.01252.21252.4512681263TW 1267.95BW 12661260.51259126512571267.60TW 1264.8BW 1263TW 1264.8BW 1262SWALE EESWALE CC
SWALE FF SWALE GGSWAL
E
H
H
1245126
0
1265
1.5%1257.8TW 1250.6BW 1248.11.5%1265.31265.51265.51263.14+004+17N64° 17' 40.21"W45'6+00 7+00 8+00 9+00 10+00 11+00 12+00
6+00
1230
1235
1240
1245
1250
1255
0 5 10 15 20 25 300-5-10-15-20-25-30-30030-30030-290237+00
1225
1230
1235
1240
1245
1250
1255
0 5 10 15 20 25 300-5-10-15-20-25-30-35-40-45
8+00
1250
1255
1260
1265
1270
1275
0 5 10 15 20 25 30 350-5-10-15-20-25-30
9+00
1255
1260
1265
1270
1275
0 5 10 15 200-5-10-15-20-25-30-45027-25033-2201410+00
1255
1260
1265
1270
1275
1280
0 5 10 15 200-5-10-15-20-25-30
11+00
1255
1260
1265
1270
1275
0 5 10 15 20 25 300-5-10-15-20
12+00
1260
1265
1270
1275
1280
0 5 10 150-5-10-15-22019-14018-708STREAM CROSSING
SCOUR POOL
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.15
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=20'STREAMSTREAMSCALE: 1"=20'
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
Pipe 16
Pipe 17
7.25%
3.64%
10.00%
3.30%
12.08%
-0.94%
12.53%
4.61%
Sag
K=4
R=393
1275.4
Sag
K=7
R=700
1288.6
Sag
K=4
R=420
1281.0
Crest
K=7
R=681
1276.5
Crest
K=4
R=418
1288.5
Crest
K=5
R=500
1280.6
Crest
K=5
R=486
1302.412951300 13
1
0
1290127512801285S68° 5
9'

4
1
.
4
6
"
E
53'
S33°
3
3
'

3
8
.
6
4
"
E
64'
S77°
1
8'
2
8.
9
6
"
E
35'
S29
°

4
6
'

3
4
.
3
0
"
E
36'S04°
53
'
21
.74
"W16'
S36° 5
8
'

0
6
.
6
5
"
E
55'
L =17 3,R =310
L =5 6,R=90
L=31,R =4 0
L =6 9 ,R =83
L=24,R=4 0
L
=
3
7,
R
=50
7+58
7
+
0
0
12+
0
0
13+0014+0015+0016+0017+0018+00LOOP 'A'CAMPGROUND
ROAD 'B'
N87°
3
3'
10.2
5"
W
32'L=70,R=116Pipe
16Pipe 17Pi
p
e

1
8
Pip
e

2
2
126
6 12851275
TW 1275
BW 1273
TW 1280.5
BW 1277.58.3%
TW 1266.06BW 1265
TW 1269
BW 1268
TW 1271
B
W 1269.6
TW 1268
BW 1267
TW 1276
BW 1273TW 1267
BW 1265.8TW 1273
BW 1272
TW 1267.0
BW 1265.0
TW 1265.5BW 1264
TW 1270.20BW 1269
TW 1270.20BW 1269
TW 1272
BW 1270
TW 1273.0
BW 1270.3 (
T
A
P
E
R
S
T
O
G
R
A
D
E)
TW 1276
BW 1273
TW 1270
BW 1269
TW 1270.20BW 1269
TW 1280
BW 1277
TW 1302.1
BW 1301.0
TW 1302.3
BW 1299.5
TW 1302.3
BW 1300.9TW 1306.5
BW 1305.0
TW 1294.8
BW 1293.0
TW 1279.2
BW 1275.4 (
T
A
P
E
R
S
T
O
G
R
A
D
E)
12901280Pipe
16Pipe
16Pipe 1613051275
12704.9%4.9%
128
0
1275
1280TW 1280.5
BW 1276.512701280
1300
1265 129012801265
1270
1265
TW 1302.2
BW 1301.0
TW 1280.2
BW 1277.0
TW 1280.0
BW 1277.0TW 1265.6
BW 1263.5
TW 1280.0
BW 1276.02.0%
2
:
1
2:1
2:
1
2:1 2.5:12:1 9.5%2:13:14:12.5:1Pipe 151282.91282.71305.51305.41305.51287.511280.851280.151281.01270.451264.41264.51280.651275.731275.631287.61283.41283.31283.181283.31284.851280.751285.361302.51275.961276.581315.81276.631276.441265.81266.11269.012701269.61268.61268.41268.21268.41265.81266.01270.21270.21270.212801280.51280.21276.021279.901283.11306.51264.91276.581276.441275.731272.51302.21276.041304.71304.11294.11279.01280.01280.51281.51281.91281.91281.11281.11281.71279.51275.31268.341268.01273.01266.11274.51270.01276.01274.51266.01272.01280.661281.851302.31302.41289.1SWALE SSSWALE LL
SWA
L
E
K
K
SWALE

H
H
SWALE II
SWAL
E

J
J
TW 1277.5
BW 1273.51
2
6
5
128
0 1.5 to 2%1.5 to 2%1.5 to 2%1.5 to 2%1.5 to 2%1302.31278.91278.61279.41285.17+58
7
+
0
0
7+581+004+000+00
N21° 00' 18.54"E25'N
1
7
°

2
4
'

3
5
.
6
3
"
W
22
'
N64° 17'

4
0
.
2
1
"
W
45'
L
=
2
0
,R=30L
=
1
5,
R
=135
L =4 6 ,R =7 212+00 13+00 14+00 15+00 16+00 17+00 18+00
12+00
1260
1265
1270
1275
1280
0 5 10 150-5-10-15 -7080 5 10 150-5-10-15-20-25-30
13+00
1265
1270
1275
1280
1285
0 5 10 150-5-10-15-19018-19018-1001014+00
1260
1265
1270
1275
1280
1285
1290
0 5 10 150-5-10-15-20
15+00
1270
1275
1280
1285
1290
0 5 100-5-10-15-20
16+00
1280
1285
1290
1295
0 5 10 15 20 25 300-5-10-15-20-25-30
17+00
1290
1295
1300
1305
0 5 100-5-10-15-18010-909-14014-1201018+00
1295
1300
1305
1310
1315
1320
0 5 10 150-5-10-15-20-23011HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=20'
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.16
SCALE: 1"=20'
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
1280
1288
1296
1304
1312
Pipe 19
-2.75%
0.12%
-4.59%
-14.0
0
%
8.43%
4.61%
Sag
K=8
R=757
1288.8
Sag
K=7
R=682
1304.4
Crest
K=6
R=645
1309.3
Crest
K=8
R=777
1306.0
Crest
K=17
R=1699
1309.4131513
1
0
S29
°

4
6
'

3
4
.
3
0
"
E
36'S64° 09'

2
8
.
8
8
"
E
95'S05°
26
'
30
.89
"W41'S85°
2
6'
1
5.
7
6"
E
55'
S64° 58
'

0
4
.
7
3
"
E
20'
S31°

0
4
'

5
4
.
4
8
"
E
89'
L=24,R=4 0
L=75,R=61
L=48,R=30
L =6 4 ,R =1 7 8
L=59,R=100
0+001+002+003+0023+8018+0019+0020+
0
0
21+0022+0023+00LOOP 'B'FFE 1310.5N25° 07' 43.27"E6'N42° 50' 47.0
7
"
W
54'N52° 50' 08.68"W
39'
L
=
8
3,
R
=
7
0
L =21,R=122
L=100,R=125
Pi
p
e

1
9Pipe 2012851286.651287.651305
129012851295130513001305130513001295129012951300
1300
1305
1310
1
3
1
0
1285 1280127512851
3
0
5 1285128012902:12:12:12:1
2:1
2:1
2:1
4.9%2:12.5:11289.101305.31305.51305.21305.41305.51307.61307.21307.41309.891305.81305.81305.91287.41315.81315.81315.81309.51309.41310.91310.21310.21309.61309.891287.61282.751310.841309.791310.81285.81280.451284.01315.81310.41315.81309.61282.751280.751282.751286.00HP 1286.101286.501288.51309.4HP1310.51280.451307.751306.51315.81309.61308.51307.71307.51305.91315.81307.81307.61302.21308.51309.21304.71307.51304.11300.21315.81313.91285.501286.21290.2SWALE PPSWAL
E
M
M
SWALE

N
N SWALE OO1280
1
3
0
5
13051283.01285.751286.11.5 to 2%
0+001+002+003+000+0
0
18+00 19+00 20+00 21+00 22+00 23+00 23+80
18+00
1295
1300
1305
1310
1315
1320
0 5 10 150-5-10-15-20
19+00
1290
1295
1300
1305
1310
1315
1320
1325
0 5 10 15 200-5-10-15-20
20+00
1300
1305
1310
1315
1320
0 5 10 150-5-10-15-20-25-30-35-40-45-50
21+00
1295
1300
1305
1310
1315
1320
0 5 100-5-10-15-20-23011-22021-34014-2001022+00
1285
1290
1295
1300
1305
1310
0 5 10 150-5-10-15-20-25-30
23+00
1275
1280
1285
1290
1295
0 5 10 15 20 25 300-5-10-15-20-25-30-35-40-24012-42030-42016SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.17
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=20'
SCALE: 1"=20'
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
INTERSECTION W/ LOOP 'B'
0+00 1+00 2+00 3+00 4+00 5+00
Pipe 20
Pipe 21
-0.50%
4.89%
-4.78%
1.34%
4.00%
5.54%
-2.45%
Sag
K=11
R=1090
1293.1
Sag
K=8
R=816
1296.8
Sag
K=15
R=1497
1291.0
Crest
K=6
R=560
1293.2
Crest
K=9
R=864
1300.1
Crest
K=9
R=940
1297.819242526 27212813151295130013101290S33
°

3
3
'

3
8
.
6
4
"
E
S77°
1
8'
2
8.
9
6
"
E
35'
S2
9
°

4
6
'

3
4
.
3
0
"
E
36'
S64° 09' 28
.
8
8
"
E
95'
L=69,R=8 3
L=75,R=61
7+58
0+00
1+002+003+004+005+006+
0
0
7+
0
017+0018+0019+0022+00LOOP

'
B
'N25° 07' 43.27"E6'N42° 50'

4
7
.
0
7
"
W
54'
N52° 50' 08.68"W
39'N0
6
°

5
7
'

3
2
.
6
0
"W
7
8
'S57° 50' 43.77"W55'N87°
3
3'
1
0.
2
5"
W
32'
L
=
8
3,
R
=
7
0
L=21,R=122
L=100,
R=125
L =2 19 ,R =1 0 9 L=70,R=116Pipe 17Pi
p
e

2
2Pipe
19Pipe 20Pipe
2
1
12
9
5TW 1298.0BW 1296.0TW 1295.8BW 1293.0TW 1292.5BW 1288.5TW 1295.8BW 1293.0TW 1298.0BW 1296.0TW 1294.0BW 1292.0TW 1293.8BW 1290.5TW 1290.0BW 1287.0TW 1293.7BW 1290.5TW 1296.0BW 1295.0TW 1294.7BW 1293.0TW 1297.0BW 1295.1TW 1294.7BW 1292.0TW 1294.8BW 1293.0TW 1296.0BW 1295.0TW 1291.7BW 1290.0TW 1291.2BW 1290.0TW 1289.0BW 1287.21295
1
3
0
5
130
0
1290
1295 12951295 13101
2
9
0
1290 1290129012802:19.5%2:
1
2:1 2:13:14.9%2:14:11289.101289.71289.71289.51289.51291.21291.71291.01291.81283.21283.11309.891315.81315.81315.81309.51310.91310.21310.81302.51315.81310.41315.81294.11294.01296.0HP1310.51297.31295.61283.11315.81315.81304.11294.11297.01302.41299.01298.91300.21315.81313.91295.01297.51294.71295.01295.01294.81294.21294.01293.81296.01296.01295.81295.81289.1SWALE LLSWALE KKSW
A
L
E

QQ
SWALE PP
SW
A
L
E
RR
S
W
A
L
E

O
O
1285.11292.71294.61294.81295.31280.661297.31297.71297.21297.51294.17+58
0+00
1+002+003+004+005+006+
0
0
7+
0
0 7+580+001+00
1280
1285
1290
1295
1300
1305
1310
0 5 10 15 20 25 300-5-10-15-20-25-30-30030-250101280
1288
1296
1304
1312
6+00 7+00 7+58
Pipe 22
-6.13%
-4.52%
Sag
K=6
R=613
1289.7
Crest
K=12
R=1247
1294.6
2+00
1280
1285
1290
1295
1300
1305
1310
0 5 10 15 20 25 300-5-10-15-20-25-30-30030-200213+00
1290
1295
1300
1305
1310
1315
0 5 100-5-10-15-20-25-30-30014-250114+30
1280
1285
1290
1295
1300
1305
1310
1315
0 5 10 15 20 25 30 350-5-10-15-20-25-30-35
4+00
1285
1290
1295
1300
1305
1310
1315
0 5 10 150-5-10-15-20-25-30-34018-30010-25018-380375+00
1285
1290
1295
1300
1305
1310
0 5 10 15 20 25 300-5-10-15-20-25-30-30030-160176+57
1280
1285
1290
1295
1300
1305
1310
0 5 10 15 20 25 30 350-5-10-15-20-25-30
6+00
1285
1290
1295
1300
1305
1310
0 5 10 15 20 25 300-5-10-15-20-25-30-35-40-40030-40026-30012-300387+00
1280
1285
1290
1295
1300
1305
0 5 10 15 20 25 300-5-10-15-20-25-30-30033-1408HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.18HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=20'
SCALE: 1"=20'
SCM 6 (BIORETENTION)
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
1256126412721280128812960+001+002+003+004+004+16-1.95%-4.11%1.46%CrestK=35R=34701279.0SagK=9R=8981267.512651280 S68° 59' 41.46"E53'S47° 26' 29.76"E79'S04° 53' 21.74"W16'=90L=53,R=5811+00
1
2+
0
0
14+0015+00Pipe 161266.661275TW 1275BW 1273TW 1280.5BW 1277.58.3%TW 1280BW 1277TW 1276.8BW 1275.5TW 1279.2BW 1275.4 (TAPERS TO GRADE)TW 1248.5BW 1246.01265126512501280Pipe 16Pipe 16Pipe 164.9%4.9%1270128012751280TW 1280.5BW 1276.51265 1280126512701269
1270
1271 TW 1280.0BW 1276.02.0%2:12.5:12:12:12.5:1Pipe 15Pipe 22-1Pip
e

2
2
-
21274.51280.151263.71264.41264.512661267.331267.331275.731275.631280.751275.961276.581274.61263.51263.51264.81276.631276.441265.81266.2512661265.81264.81264.51264.51272.1512801280.51280.21274.91274.861274.561279.901264.91276.581276.441275.731276.51274.51256.51269.51266.51263.51279.01280.01280.51281.51281.91281.91281.11281.11281.71279.51275.31272.21272.01269.51272.41272.01268.01272.151270.621268.341268.01280.661281.85SWALE GGS
W
A
L
E

S
S
SWALE HHSWALE IISWALE JJ1.5 to 2%1.5 to 2%1265.31265.51265.51263.11274.851272.01264.81278.91278.61279.41+002+003+004+004+170+00N21° 00' 18.54"E25'N17° 24' 35.63"W22'N11° 01' 51.00"W101'N50° 25' 55.03"W0'S7
9
°

3
2
'

3
1
.
0
8
"
W
53'N64° 17
'
40
.21"W45'L=20,R=30L=15,R=135L=38,R=55L=51,R=
5
9
L
=
4
6,R=
7
21+0012601265127012751280128512900510152025300-5-10-15-20-25-302+001260126512701275128012850510152025300-5-10-15-20-25-303+00126012651270127512800510152025300-5-10-15-20-25-304+00125512601265127012750510152025300-5-10-15-20-25-30HORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1"=20'HORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1"=10'SEALDRAWN BY:CHECKED BY:Copyright © 2020, Equinox EnvironmentalConsultation & Design, Inc.37 Haywood St.Suite 100Asheville, NC 28801t 828.253.6856f 828.253.8256DRAWING SCALENOTE: If this drawing is not 24x36" it has been revisedfrom its original size and the scales noted ondrawings/details are no longer applicable.REVISIONS DATEPHASEDATEDRAWING NAMEDESIGN BY:1542N O
R
TH CAROLINADAVID P. TUC
H
R E G I S T ER
E
D
LANDSCAPE ARCHITECTDuke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road100% CDSFebruary 16, 2021AS SHOWNALIGNMENTS,PROFILES, &SECTIONSL4.19SCALE: 1"=20'LIMITS OF DISTURBANCEKnow what'sbelow.before you dig.CallR
50' BUFFER100' LAKE BUFFER50' BUFFER100' LAKE BUFFERPipe 9-126+3826+00S15°
2
6
'

1
0
.
9
1
"
W
148'
Pipe 23
12201230Pipe 9-22:11235122512201215121012052:12:12.5:12.5:12.5:11235.11236.41236.71235.61222.81221.81234.51236.51236.71220SWAL
E

O
SWAL
E
Q
S
W
A
L
E

R
SWALE P
SW
A
L
E

SSWALE S-1SWALE S-21233.751233.708.3%1230.001229.955%1229.001228.958.3%1225.001224.954%1220.551220.501220.501227.501216.001215.508.3%1217.001216.951215.001214.955%8.3%1211.251211.108.3%1203.001207.201206.981202.981202.9812251230123512401245LAKE JAMES
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ALIGNMENTS,
PROFILES, &
SECTIONS
L4.20
TRAILHEAD
SCM 5 (STEP POOLS)
FISHING PIER ABUTMENT
SCALE: 1"=20'
FONTA FLORA TRAIL CONNECTOR
FONTA FLORA TRAIL MONUMENT
LIMITS OF DISTURBANCE
Know what's below.
before you dig.Call
R
x
x
x
x
x
x
x
x
x
x
x
xL=204,R =3 6 7
L =109,R=300L=245,R=200L=108,R=19
2
L
=
1
7
3,
R
=310
L=56,
R
=90L=31,
R=40L=69,
R
=83L=24,
R=40
L=7
5
,R=61L=48,
R
=30 L=64,R=178L=59,R=100L=
5
3
,R=58L=37,R=50FFE 1310.5Pipe 13L =1 5 2,R=63L=204 ,R =1 2 3
L=268,R=263L
=
1
8
7,R=796L=130,R=200 L =105,R=290
L=489,R=326L=2
2
1,R=
5
00
L=83,R=70L=21,
R
=
1
22L=100,R=1
25
L=219,
R
=
1
0
9
L=7 0 ,R =1 1 6Pipe 16Pipe 1
7
Pipe 18Pipe
22Pipe 19Pipe 20
Pipe 21
Pipe 1
0
Pipe 24
Pipe 23Pipe 16Pipe 16Pipe 1
0
N21° 00' 18.54"E25'N17° 24' 35.63"W22'N11° 01' 51.00"W101'N
5
0
°

2
5
'

5
5
.
0
3
"W
0'
S79° 32' 31
.
0
8
"
W
53'
N6
4
°

1
7
'

4
0
.
2
1
"
W
45'
L =20,R=30L=15,R=135L=
3
8
,R=55L =5 1,R=
5
9
L
=46,R=7 2
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
OVERALL
PLANTING PLAN
L5.0
SCALE 1" =
0 30020010010050
100'
ENTRANCE PLANTING AND DETAILS
L5.4
LOOP A PLANTING PLAN
L5.3
DAY USE AREA PLANTING
PLAN
L5.1
NOTE:
SEE PLANTING NOTES LO.1
FOTC
HYPC
ILEG
CALF
ITEV
VIBD
ILEO
NYSS
LIRT
QUER
PANV
EUDU
CHAL
JUNE
CARV
BOAT LAUNCH PLANTING PLAN
L5.2
100' LA
K
E

B
U
F
F
E
R
GRASS SEED MIX
ALONG SHOULDER AND
ALL OTHER
DISTURBANCE, UNLESS
OTHERWISE NOTED
1996 SF
2-QUER
RAINGARDEN
SEED MIX
(1225 SF HATCHED AREA)
1-QUER
25-ITEV
19-HYPC
1-LIRT
2-LIRT
1-LIRT
3-QUER
6-FOTG
3-FOTG
13-PANV25-PANV
19-EUDU
6-ILEG
2-VIBD
3-CALF
8-FOTG
34-PANV
23-EUDU
3-FOTG
13-PANV
44-CHAL
32-JUNE
35-CHAL
35-JUNE
50-CHAL
37-JUNE
32-CHAL
23-JUNE
CARV
2-NYSS
1-QUER
1-QUER
2-NYSS
RAINGARDEN
SEED MIX
(480 SF)
3-ILEG
34- CHAL
24-JUNE
30-CHAL
27-JUNE
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
DAY USE AREA
PLANTING PLAN
L5.1
SCALE 1" =
0 6040202010
20'
SWITCHGRASS AND
JOE PYE WEED
TO BE PLANTED ALONG
OUTSIDE OF CONTOUR
MATCHLINE
MATCHLINE
1.PLANT SWITCHGRASS AND JOE PYE WEED ALONG OUTSIDE OF CONTOURS-, HOLDING THE EDGE OF PROPOSED POOLS. PLANT THESE INTERSTITIALLY
AMONGST LANDSCAPE BOULDERS.
2.PLANT RIVER OATS AND SOFT RUSH IN GROUPINGS OF 5 TO 7 ALONG THE INSIDE OF CONTOUR, CREATING A POOL EDGE TO DEFINE A LINE TO MOW
ALONG.
3.LANDSCAPE ARCHITECT TO BE BROUGHT ON-SITE AFTER LAYOUT, TO VERIFY BEFORE PLANTING.
PLANTING NOTES FOR BIORETENTION CELLS
RIVER OATS AND SOFT RUSH PLANTING
ALONG INSIDE OF CONTOUR
MOW EDGE ALONG THIS SIDE
TYPICAL BIORETENTION CELL
SCALE 1"=20'
CARV PLUGS, 12" O.C.
DAY USE AREA PLANTING PLAN
NTS
FOTC
HYPC
ILEG
CALF
ITEV
VIBD
ILEO
NYSS
LIRT
QUER
PANV
EUDU
CHAL
JUNE
CARV
CONSERVATION
SEED MIX
RAIN GARDEN
SEED MIX
LEGEND
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
1-NYSS
9-QUER
3-NYSS
EXISTING PLANTING ISLAND
EXISTING BARRIER
ADD MULCH IN MEDIAN PORTION
OF ISLAND; NO MORE THAN 2 12
INCHES THICK, TYP.
SCALE 1"=20'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
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ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
BOAT LAUNCH
PLANTING PLAN
L5.2
SCALE 1" =
0 6040202010
20'
NYSS
LIRT
QUER
CONSERVATION
SEED MIX
LEGEND
9
11
12
13
16
17
18
28
29
32
10
1-ILEO
7-ILEG
1-QUER
1-NYSS
1-QUER
RAINGARDEN
SEED MIX
(HATCHED AREA, 784 SF)
34-CHAL
34-JUNE
SCALE 1"=20'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
LOOP A PLANTING
PLAN
L5.3
SCALE 1" =
0 6040202010
20'
LOOP 'A' PLANTING PLAN
ILEG
ILEO
NYSS
QUER
EUDU
CHAL
JUNE
RAINGARDEN
SEED MIX
LEGEND
RAINGARDEN
SEED MIX
(HATCHED AREA, 516 SF)
7-ILEG
3-ILEO
29-CHAL
18-JUNE
TREE ON SLOPE 5% (20:1) TO 50% (2:1) (EXISTING SOIL MODIFIED)
ORIGINAL SLOPE SHOULD PASS
THROUGH THE POINT WHERE
THE TRUNK BASE MEETS
SUBSTRATE/SOIL.
PRIOR TO MULCHING, LIGHTLY
TAMP SOIL AROUND THE ROOT
BALL IN 6" LIFTS TO BRACE TREE.
DO NOT OVER COMPACT. WHEN
THE PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER
AROUND THE ROOT BALL TO
SETTLE THE SOIL.
4" LAYER OF HARDWOOD
MULCH. NO MORE THAN 1" OF
MULCH ON TOP OF ROOT BALL.
ORIGINAL GRADE.
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL.
TRUNK CALIPER SHALL
MEET ANSI Z60 CURRENT
EDITION FOR ROOT BALL SIZE.
ROOT BALL MODIFIED AS
REQUIRED.
ROUND-TOPPED SOIL BERM 4"
HIGH X 8" WIDE ABOVE ROOT
BALL SURFACE SHALL BE
CENTERED ON THE DOWNHILL
SIDE OF THE ROOT BALL FOR
240°. BERM SHALL BEGIN AT
ROOT BALL PERIPHERY.
MODIFIED SOIL.
DEPTH VARIES.
SEEDING SCHEDULE
1.SEE PLANTING & REVEGETATION SPECIFICATIONS FOR MORE INFORMATION ON SEED APPLICATION AND ESTABLISHMENT.
2.CONTRACTOR TO KEEP RECORD OF SEED PURCHASE AND APPLICATION RATES FOR FINAL INSPECTION (BAGS & RECEIPTS).
3.GROUND STABILIZATION REQUIRED IN (7) SEVEN DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION IN (14) DAYS ON OTHER AREAS
SUMMERFALLTEMPORARY SEEDING MUST OCCUR WHEN DENUDED AREAS WILL NOT BE
BROUGHT TO FINAL GRADE WITHIN 7 CALENDAR DAYS (SEE NOTE 3 ABOVE).
TEMPORARY SEEDING SCHEDULE
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
PARTRIDGE PEA 10
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50
lb/acre.
SEEDING DATES: May 15-Aug 15
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Feb 1-May 15
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of
50 lb/acre.
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Aug 15-Dec 30
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50 lb/acre.
SOIL AMENDMENTS:
Follow recommendation of soil tests. Use only amendments safe for riparian areas.
MULCH:
Apply 4,000 lb/acre straw. Anchor straw by tacking.
MAINTENANCE:
Refertilize if growth is not fully adequate. Topdress with 50 lb/acre of nitrogen in March (if
applicable). If it is necessary to extend temporary cover beyond June 15th overseed with
mixes provided. Reseed, re-fertilize and mulch immediately following erosion or other
damage.
PERMANENT SEEDING SCHEDULE
SOIL AMENDMENTS: Physically or chemically treat all exotic invasive plants before amending soil. Apply
lime and fertilizer according to soil tests or apply 4,000 lb/acre ground agricultural limestone and 1,000
lb/acre 5-10-10 fertilizer.
SOIL PREPARATION: Soil impacted by construction must be loosened prior to seeding by means of disking
or raking. Seedbed shall be well-pulvarized, loose, and uniform. All stones larger than three (3) inches,
sticks, roots, and other extraneous materials shall be removed. Apply seed uniformly with a cyclon seeder,
drop-type spreader, drill or hydro-seeder. Cover broadcast seed by lightly raking, then firm surface with
roller or cultipacker. Cut or disc temporary seeding cover crop prior to seeding.
SEED PREPARATION:
If banks exceed 4:1, apply seed, lime, and apply mulch.
MULCH:
Apply 4,000-5,000 lb/acre grain straw or equivalent cover of another suitable, weed-free mulching material.
Use a spray-on growth (mulch) matrix (Flexterra FGM or equal) for slope embankments that exceed 3:1
slopes.
MAINTENANCE:
Mow or cut back no more than once a year. Refertilize in the second year unless growth is fully adequate.
Reseed, fertilize, and mulch damaged areas immediately. Weed during first 2 years of establishment.
RWINTER &EARLY SPRINGPERMANENT SEEDING MUST OCCUR WITHIN 14 CALENDAR DAYS OF FINAL GRADING.
COVER CROPS (TEMPORARY SEEDING) TO BE ADDED TO PERMANENT SEEDING MIXES IF NO
TEMPORARY SEEDING HAS BEEN PLACED PREVIOUSLY.
PERMANENT SEEDING MIXES: RATE (LB/ACRE)
"NC Mountains RIPARIAN BUFFER MIX" (ERNMX #304): 20
"GRASS MIX" (ERNMX #114): 100
"RAINGARDEN MIX" (ERNMX #182-1)20
"Grass Mix" seeding to be applied to all shoulders and and drainage ditches unless otherwise
noted.
The seed mixes above are listed in the specifications and available at ERNST CONSERVATION
SEEDS (800.873.3321). Local sources of similar seed mix may be used (to be approved by
Landscape Architect in writing).GENERALSEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
ENTRANCE
PLANTING PLAN &
DETAILS
L5.4
SCALE 1" =
0 6040202010
20'
6" MIN.
3 x (MIN.)
ROOT BALL DIA.
6" MIN.
2 X WIDTH
OF ROOTBALL
MULCH 2" (KEEP AWAY FROM
TRUNK)
ROOT CROWN AT FINISH
GRADE
FINISH GRADE
2/3 SOIL MIX COMBINED WITH 1/3
ORGANIC COMPOST
EXISTING SUBGRADE
EXISTING SUBGRADE
2/3 SOIL MIX COMBINED WITH 1/3 ORGANIC,
COMPOST
CONTAINER GROWN STOCK
ROOT CROWN AT FINISH GRADE
MULCH - 2" (KEEP AWAY FROM TRUNK)
FINISH GRADE
CONTAINER GROWN STOCK
'ARBOR TIE' & 2 HARDWOOD STAKES
(TO BE REMOVED AT 1 YR.)
PERENNIAL PLANTING
OPEN PLANTING HOLE LARGE
ENOUGH TO ACCOMMODATE
ROOTS. COVER ROOTS WITH SOIL
AND LIGHTLY TAMP TO ELIMINATE
AIR POCKETS IN PLANTING HOLE.
LEAVES AND ROOT CROWN TO
REMAIN UNDAMAGED DURING
PLANTING
2" MULCH AFTER
PLANTING IS COMPLETE
PLANT ROOTS TO BE STRAIGHT &
UNDAMAGED BY INSTALLATION
ROOT CROWN LEVEL WITH
FINISH GRADE
PLANTING MATERIAL
NOTES:
1.WATER THOROUGHLY IMMEDIATELY AFTER PLANTING AND WATER 2X
WEEKLY UNTIL ESTABLISHED.
2.NO FERTILIZER IS NECESSARY DURING PLANTING.
SHRUB PLANTING
NOTES:
1.WATER THOROUGHLY IMMEDIATELY AFTER PLANTING AND WATER 2X
WEEKLY UNTIL ESTABLISHED.
2.NO FERTILIZER IS NECESSARY DURING PLANTING.
TREE PLANTING
NOTES:
1.WATER THOROUGHLY IMMEDIATELY AFTER
PLANTING AND WATER 2X WEEKLY UNTIL
ESTABLISHED.
2.NO FERTILIZER IS NECESSARY DURING
PLANTING.
SCALE 1"=20'TREE & SHRUB PLANTING ON SLOPE
1' MIN.
ILEG
ILEO
EUDU
CHAL
JUNE
RAINGARDEN SEED MIX
LEGEND
EXTEND BASE COURSE 6"
BEYOND EDGE OF ASPHALT
12" COMPACTED SUBGRADE
TO 98% (ASTM D 698), TYP.
PRIME COAT*
GENERAL NOTES:
1.ALL PAVING WORKMANSHIP AND MATERIALS
SHALL BE IN ACCORDANCE WITH THE NC DOT
STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2.ALL ASPHALT PAVEMENT AND STONE BASE
THICKNESS SPECIFIED SHALL BE AFTER
COMPACTION.
3.SUBGRADE AND STONE BASE SHALL BE
MECHANICALLY COMPACTED (ROLLED) TO THE
DENSITY OF NATURAL AND UNDISTURBED
SOILS (APPROX. 98% OF THE MAXIMUM
DENSITY IN ACCORDANCE WITH ASTM D698,
MODIFIED PROCTOR.).
4.POSITIVE DRAINAGE IS REQUIRED FOR ALL
FINISHED GRADES OF BASE COURSES AND
SURFACE COURSES TO ENSURE PROPER
DRAINAGE AND NO SETTLING OCCURS
(MIN.1%).
* WEATHER PERMITTING
PROPOSED 8" AGGREGATE BASE
COURSE (TYPE "ABC") PLACED IN 2
EQUAL LAYERS AND COMPACTED TO AT
LEAST 95% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D 1557),
TYP.
PROPOSED 1.5" ASPHALT BINDER
INTERMEDIATE COURSE
PROPOSED 1.0" ASPHALT CONCRETE
SURFACE COURSE
TACK COAT
COARSE AGG. BASE
COMPACTED SUBGRADE
STIFF BROOM FINISH
3
4" CHAMFER ALL EDGES, TYP.
NOTES:
1.CONCRETE WALKS AND PARKING TO BE FLUSH WITH FINISH GROUND
ELEVATION. TO ACHIEVE POSITIVE DRAINAGE.
2.NATURAL OR COMPACTED FILL SUBGRADE MATERIALS SHALL HAVE A LIQUID
3.LIMIT (LL) LESS THAN 50 AND A PLASTICITY INDEX (PI) OF LESS THAN 10.
PLACE A 1
8" SAW JOINT EVERY 5' TO 1 1
2" DEPTH.
4.PLACE A 1
8" EXPANSION JOINT EVERY 50' AND FILL WITH PRE-MOULDED
EXPANSION
5.JOINT FILLER AND JOINT SEALER AS SHOWN IN DETAIL ON WFH-007.
6.CONCRETE STRENGTH SHALL BE 4000 PSI.
7.BROOM FINISH EXPOSED CONCRETE SURFACE PERPENDICULAR TO TRAFFIC
FLOW.
REINFORCED W/ FIBER
6"2"FIBER REINFORCED
VAPOR BARRIER
78M AGGREGATE COMPACTED
TO 95% MAX. DRY
DENSITY MODIFIED PROCTOR
4"
6"
NOTES:
1.CONCRETE SLAB DIMENSIONS ARE AS FOLLOWS UNLESS OTHERWISE SHOWN
ON PLAN: TRASH PAD (8'-0" x 5'-0"); KIOSK PAD (10'-0" x 12'-0").
2.NATURAL OR COMPACTED FILL SUBGRADE MATERIALS SHALL HAVE A LIQUID
LIMIT (LL) LESS THAN 50 AND A PLASTICITY INDEX (PI) OF LESS THAN 10.
3.CONCRETE STRENGTH SHALL BE 4000 PSI.
4.TRASH CANS ARE TO BE ANCHORED TO SLAB IN 4 CORNERS. (TRASH CANS
AND ANCHOR DETAIL SHALL BE FURNISHED BY DUKE ENERGY)
5.SLOPE SLAB TO DRAIN 1-2% MAXIMUM PER SITE CONDITIONS.
6.PLACE A 1
8" SAW JOINT TO 1 1
2" DEPTH WITHIN KIOSK PAD.
3
4" CHAMFER (TYP) ALL EDGES
BROOM FINISH
UNDISTURBED SUBGRADE OR FILL
COMPACTED
TO MINIMUM OF 98% STANDARD PROCTOR
MAXIMUM DRY DENSITY LL <50, PI <10.
SUBGRADE TO BE APPROVED BY OWNER
BEFORE PLACING THE AGGREGATE
4" CRUSHED GRANITE INSTALLED IN
2" LIFTS, COMPACTED AT EACH LIFT
6" COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE
1.5 -2% CROSS SLOPE
10' CLEARING WIDTH
LIMITS OF CLEARING4'-8' TRAILWAY (LIMIT OF DISTURBANCE)
36"
TREAD WIDTH
BACKSLOPE BLENDED
INTO HILLSIDE
ORIGINAL SIDE SLOPE 10'CLEARINGHEIGHTLIMITS OFCLEARINGCL
3-5%
OUTSLOPE TRAIL
TREAD AT 3-5%
6"6"1'-6"FINISH G
R
A
D
E
FINISH GRADER1
"
SEE PLAN
FOR
ADJACENT
MATERIAL6"1'-0"3'-0"
FINISH
GRADE;
SEE PLAN
FOR
ADJACENT
MATERIAL3'-0"
6' LONG PRECAST CONCRETE
WHEEL STOP W/2-#4 BARS
CONT. 5'-9" LONG
PARKING SURFACE AS SPECIFIED
2-#6 BARS THRU WHEEL STOP
& GRAVEL MIN 30" LONG. INTO
GRAVEL
GRAVEL PARKING SURFACE
END OF PARKING SPACE
3'-0"
10 3/8"
6"
CENTER IN STALL
PLACEMENT PLAN
CL
11
"
4'-10"
NOTE: WHEEL STOPS TO BE
USED ONLY WHERE
SHOWN ON PLANS
(2) #6 REBARS
COUNTERSINK
AND GROUT
*PREFABRICATED RECYCLED CONCRETE
WHEEL STOPS ARE PREFERRED.
INSTALL BY MANUFACTURER
SPECIFICATIONS, IF APPLICABLE.6"PRECAST CONCRETE WHEEL STOP
(2) #4 REBARS (MINIMUM)
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542
Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
PAVING DETAILS
L6.0
NTS
1
L6.0
ASPHALT PAVING
NTS
2
L6.0
CONCRETE PAVING
NTS
3
L6.0
CONCRETE PAD
NTS
4
L6.0
CRUSHED GRANITE PATH
NTS
5
L6.0
ASPHALT RESURFACING
NTS
6
L6.0
NATURAL SURFACE TRAIL
NTS
10
L6.0
CONCRETE STAND-UP CURB
NTS
9
L6.0
CONCRETE CURB TAPER
NTS
7
L6.0
SPEED TABLE
NTS
8
L6.0
CONCRETE WHEEL STOP
NOTES:
1.DETAIL PROVIDED BY GEOTECH (ECS). SEE GEOTECH REPORT.
2.PREPARE SUBGRADES IN STRICT ACCORDANCE WITH GEOTECH RECOMMENDATIONS.
26'
26'
11'-6"
42'
3
L6.5FIRE RING
6"x6" COMPOSITE
TIMBER, TYP.
8
L6.1CRUSHED GRANITE
3-WAY RV HOOK-UP
(SEE UTILITY SHEETS)
MAINTAIN 4' CLEAR
SPACE AROUND PAD
TIMBER EDGING TO
BE FLUSH W/ PARKING
GRADE
MIN. 5'LANTERN HOLDER,
JAMESTOWN
11316-ADA
6
L6.5
PICNIC TABLE
(JAMESTOWN
ADVANCED)
12'
5" CRUSHED GRANITE
5" COMPACTED CLASS 6 GRAVEL
COMPACTED BACKFILL
NATIVE MATERIAL
COMPACTED SUBGRADE
SUBGRADE#5 REBAR STAKES
36" IN LENGTH
(12 REQUIRED PER STRUCTURE)
(2) 6" X 6" X 4' COMPOSITE
TIMBERS
4' CLEAR SPACE
AROUND TENT
PAD
FINISHED
GRADE 16"6" X 6" X 12' COMPOSITE TIMBER
(COLOR-BROWN) OR EQUIVALENT. ALL JOINTS
TO BE STAGGERED. TIMBERS SHALL BE
SECURED AT JOINTS WITH (2) 3
8 X 12 LAG BOLTS
PER JOINT. TIMBERS WILL BE PRE-DRILLED FOR
LAG BOLTS AND ALL HEADS SHALL BE COUNTER
SUNK. ALL TIMBERS SHALL BE PINNED
TOGETHER WITH #5 REBAR STAKES.
(2) 3
8" X 10" GALVANIZED LAG BOLTS
REQUIRED PER JOINT.
1
2" BATTER ON ALL
TIMBERS
FILTER FABRIC
FILL CONDITION
6" x 12" x12' - COMPOSITE TIMBER
COLOR - BROWN
14" - #6 REBAR @ 24" O.C.
TENT PAD - CRUSHED GRANITE
SCREENINGS
AGGREGATE BASE PER NCDOT
305 TO 100% S.P.D
COMPACTED SUBGRADE TO 95%
S.P.D.
FINISH GRADE (TYP.)
NOTES:
1.CONTRACTOR TO FIELD VERIFY HEIGHT OF
RETAINING WALL AT EACH SITE. MAX HEIGHT
SHALL BE LESS THAN 4' AT FINISHED GRADE.
2.SAFETY RAIL REQUIRED WHEN WALL HEIGHT
EXCEEDS 30".
TENT PAD - CRUSHED GRANITE
SCREENINGS
14" - #6 REBAR @ 24" O.C.
COMPACTED CABC LEVELING PAD
6" x 12" x12' - COMPOSITE TIMBER
COLOR - BROWN
SWALE (TYP.)
FINISH GRADE (TYP.)
AGGREGATE BASE PER NCDOT
305 TO 100% S.P.D
COMPACTED SUBGRADE TO
95% S.P.D.
3,000 PSI CONCRETE FOOTING
2 - 3" KEYWAYNOTE: CONTRACTOR TO FIELD VERIFY HEIGHT OF
RETAINING WALL AT EACH SITE. MAX HEIGHT SHALL BE
LESS THAN 4' AT FINISHED GRADE.
NON-WOVEN GEOTEXTILE, TYP.
6X12 TIE BACK
DEADMAN
6' 4"X 4" POST 6' OC. MAX.
6" MIN. COVER
1'-7"
1'-6"
CUT CONDITION
SIMPLE UNDERDRAIN 4
L6.6
SIMPLE UNDERDRAIN 6
L6.6
SAFETY RAIL
6
1
NON-WOVEN FILTER FABRIC
2
L6.10
12'
12'
8
L6.1
CRUSHED
GRANITE SURFACE
MAXIMUM SLOPE 2%
IN ANY DIRECTION
5
L6.1
COMPOSITE
TIMBER FRAME
3" SAND W/ FINES LEVELING
COURSE
4" CRUSHED STONE INSTALLED IN
2" LIFTS, COMPACTED AT EACH LIFT
5" COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE
1-2%
5
L6.1 COMPOSITE TIMBER FRAME
#5 REBAR STAKES
36" IN LENGTH
CRUSHED
GRANITE
MIN. 5'
TIMBER EDGING TO BE FLUSH W/ PARKING GRADE
LANTERN HOLDER,
JAMESTOWN
11316-ADA
40'
48'
13'
20'
23'
22'
MAINTAIN 4' CLEAR
SPACE AROUND PAD
3
L6.5
FIRE RING
PARKING AREA
2% MAX IN ALL DIRECTIONS
ASPHALT PARKING
(BACK-IN)
CONTRACTOR TO DIRECT STORMWATER RUNOFF AWAY FROM CAMPSITE
AMENITIES AND ALL DISTURBED AREAS
2%
8
L6.1
5
L6.1
COMPOSITE
TIMBER FRAME
1
L6.4
PICNIC
PAD
(NO FRAMING)
CRUSHED
GRANITE
LANTERN HOLDER,
JAMESTOWN
11316-ADA
6
L6.5
PICNIC TABLE (JAMESTOWN
ADVANCED)
MAINTAIN 4' CLEAR
SPACE AROUND PAD
12'
32'
12'
20'
3
L6.5
FIRE
RING
5
L6.1
COMPOSITE
TIMBER FRAME
4' CLEAR SPACE
AROUND PAD
6"X6"
COMPOSITE
TIMBER, TYP.
8
L6.1
17'-6"
MIN. 5'
LANTERN HOLDER,
JAMESTOWN
11316-ADA
MAINTAIN 4' CLEAR
SPACE AROUND PAD
6
L6.5
PICNIC TABLE (JAMESTOWN
ADVANCED)
DOWNHILL
SIDE
36'
13'
14'
32'
12'
12'
3
L6.5
FIRE RING
(SEE PLAN FOR
LOCATION)
5
L6.1
COMPOSITE
TIMBER FRAME
4' CLEAR SPACE
AROUND PAD
6"X6"
COMPOSITE
TIMBER, TYP.
8
L6.1
CRUSHED GRANITE TWO STEPS,
TYP.
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542
Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
CAMPSITE DETAILS
L6.1
NTS
1
L6.1
ADA CAMPSITE
NTS
2
L6.1
CAMPSITE TYPE S - STAGGERED TENT PAD
NTS
3
L6.1
CAMPSITE TYPE C - CONCENTRATED TENT PAD
NTS
4
L6.1
RV CAMPSITE
NTS
5
L6.1
COMPOSITE TIMBER FRAME
NTS
6
L6.1
COMPOSITE TIMBER RETAINING WALL
NTS
7
L6.1
SINGLE TENT PAD
NTS
8
L6.1
CRUSHED GRANITE SURFACE
NOTE: WHEN SQUARE TENT PAD IS ADJACENT TO THE REST OF THE
CAMPSITE, THE SITE SHALL NOT DRAIN TOWARD THE TENT PAD
NOTE: NO ADJACENT CONDITION SHALL SHEET FLOW STORMWATER ON
OR ACROSS TENT PAD W/ THE EXCEPTION OF THE MINIMAL WATER THAT
MAY COME FROM STAIRS LEADING DOWN TO THE PAD
BELOW-GRADE TIMBER UNDER
FIRST RISER (FILLED WITH #57 STONE)
4" COMPACTED GRAVEL BASE
UNDISTURBED SUBGRADE
3
8" GALVANIZED SPIKE SPACED 12" O.C.
AND EXTENDS 24" DEEP THROUGH
PREDRILLED HOLES
12"PROPOSED GRADE
6"INSIDE OF TREAD TO BE
FILLED WITH #57 STONE
6"X6" COMPOSITE TIMBER, IN HARBOR
WOOD COLOR / WOOD GRAIN FACING UP
6"X6" COMPOSITE
TIMBER STEPS
3'-0"
2'-0"
STAIRS PLAN
STAIR SECTION
RAILING FOOTERS TO BE
POURED AS CLOSE TO
STEPS AS POSSIBLE
3
L6.2
12"
9"
EX
I
S
T
I
N
G

G
R
A
D
E
SECURELY STACKED BOULDERS
(APPROX. 2'x2'x3')
"KEY IN" FIRST BOULDER
COURSE 2/3 HEIGHT IN
EXISTING GRADE TYP.
GEO-WEB FABRIC PER
ENGINEER AS NEEDED
WASHED #57 STONE BACKFILL
COMPACTED FILL
FINISH GRADE
4'-0", TYP.
NOTES:
1.RAILINGS:2"Ø STRUCTURAL STEEL TUBE ON WEST SIDE
OF STEPS; SET ON OF CHEEK WALL (SEE
STRUCTURAL).
2.HANDRAIL PAINTED BLACK.
3.WHERE REQUIRED, LANDINGS SHALL BE IN MULTIPLES
OF 2'-2" RISER TO RISER; RAILING HEIGHTS SHALL BE
STAIR RAIL HEIGHT, 2'-7". PLUS 1/2 RISER HEIGHT, "R".
4.TREADS SAME WIDTH AS WALK.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXX
SLOP
E
T
R
E
A
D
S
1/
4"/
F
T.
7"
12"
3'-2"
9"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX2" MIN, TYP.
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXSTAIR
RAILING
8" MIN.
5'-0"
2%
2%
DRAINAGE, TYP.
6"1'-0"6"
152°
6"
2'-0"
2'-0"
RAILING ON WEST SIDE ONLY
RAILING FLUSH WITH END
OF WALL
2'-0" LANDING
CHEEK WALL (10' WIDTH)
JUNCTION WITH RETAINING
WALL
TURNED DOWN
FOOTER, TYP.
6"X6"/#8X#8 W.W.M., TYP.
ABRASIVE NOSING ON EACH TREAD:
AMERICAN ABRASIVE METAL CO.
STYLE '210A'.
#4 REBAR IN EACH TREAD
ABC
COMPACTED SUBGRADE
LANDING
SEE STRUCTURAL FOR
CHEEK WALL & RAILING
CONNECTIONS
CONTROL JOINT, TYP.
RAILING FLUSH
WITH LANDING
2'-0" LANDING
3
L6.2
2"Ø TOP RAIL
2"Ø HORIZONTAL RAIL
24"CONCRETE FOOTING AT VERTICAL
POST LOCATIONS (6" DIAMETER,
2' DEEP)
FINISH GRADE36"VERTICAL END POST W/
INTERMEDIATE MIDDLE
POST; 4' O.C.
NOTES:
1.HANDRAIL NOT REQUIRED FOR 3 OR
FEWER RISERS
2.HANDRAIL PAINTED BLACK
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
DRAFTNOT FORCONSTRUCTIONDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
SITE DETAILS
L6.2
NTS
2 BOULDER WALL
L6.2NTS
1 COMPOSITE TIMBER STEPS
L6.2
NTS
4 CONCRETE STAIR W/ HANDRAIL
L6.2
NTS
3 HANDRAIL
L6.2
NOTE: FISHING PIER STEPS TO HAVE 4' TREAD WHERE SHOWN ON PLAN
8'
M
I
N
.
(S
E
E

P
L
A
N

F
O
R
DI
M
E
N
S
I
O
N
S
)
8'
M
I
N

(

V
A
N
)
5'
M
I
N

(
C
A
R
)
ADA PARKING SIGNAGE
8
L6.0
WHEEL STOP
STRIPING NOTES:
1.PAINT TO BE NCDOT APPROVED, BLUE (TRAFFIC) PAINT.
2.SEE PLAN FOR ALL PARKING STALL AND AISLE DIMENSIONS.
3.SEE PLAN FOR ADA MARKERS AND SIGN LOCATIONS.
ADA MARKER 3
L6.3
GRADING NOTES (CONCRETE PAD):
1.MAXIMUM CROSS SLOPE 2%.
2.MAXIMUM LONGITUDINAL SLOPE 2%.
3.SEE GRADING PLAN FOR LOCATIONS.
SEE PLAN FOR PARKING LOCATIONS
STRIPING TO BE PAINTED IN 4" STRIPS
AT 60° ANGLE WITH 24" SPACING
BETWEEN STRIPES AND 4" BORDER
AROUND SPACE
SEE PARKING STALL DETAIL FOR
TYPICAL DIMENSIONS
STRIPING SURFACE SHOULD BE
LEVEL AND ALIGNED FLUSH WITH
WALKWAY, IF APPLICABLE.
2
L6.3
3'-0"HANDICAP PARKING U-CHANNEL POST
TOP & BOTTOM OF SIGN
SIGN TYPE R7-8A
METAL POST
FINISH GRADE
CONCRETE FOOTING
SIGN TYPE R7-8D, 1 REQ.
AT EACH H-CAP SPACE
"VAN-ACCESSIBLE" SIGN
SEE PLAN FOR LOCATION
AND NUMBER REQUIRED
3'-0"
5'-0"
1'-0"
STEEL ENCASED CONCRETE BOLLARD
PAINTED SAFETY YELLOW
4" WHITE REFLECTIVE TAPE
PAINT WITH TRAFFIC PAINT
4"8"
20°
1'-0"4"2"R1'-0"2"
86°4"3"4"4"
R4"8"8"STRIPING NOTES:
1.PAINT TO BE NCDOT APPROVED, BLUE
(TRAFFIC) PAINT.
2.SEE PLAN FOR ADA MARKERS LOCATIONS.
2% MAX.
2% MAX.
8.33% MAX.
6'-0" TYP.
DETECTABLE
WARNING PLATE
(SEE NOTE)
PARKING
DETECTABLE WARNING PLATE:
USE NEENAH FOUNDRY COMPANY R-4984 DETECTABLE WARNING
PLATE OR EQUAL AND MUST COMPLY WITH ADA ACCESSIBILITY
GUIDELINE AND ARCHITECTURAL BARRIER ACT 1968 GUIDELINES.
EXPANSION JOINT:
1
2 INCH EXPANSION JOINTS TO BE FILLED WITH JOINT FILLER AND
SEALER TO BE PLACED BETWEEN ALL RIGID OBJECTS AS SHOWN
EXTENDING TO THE FULL DEPTH OF THE CONCRETE WITH THE TOP OF
THE FILLER 1
2 INCH BELOW THE FINISHED SURFACE. JOINT FILLER
MATERIALS SHALL BE IN ACCORDANCE WITH THE 'JOINT MATERIALS'
SECTION OF THE MOST CURRENT NCDOT STANDARD SPECIFICATIONS
FOR ROAD STRUCTURES MANUAL.
2% MAX. SIDEWALK CROSS SLOPE:
THE DOWN DIRECTION OF THE 2% MAX. CROSS SLOPE OF THE
PROPOSED SIDEWALK IS TYPICAL AS SHOWN FOR DRAINAGE TOWARD
ROADWAY. ACTUAL DOWN DIRECTION TO BE DETERMINED BY
PROJECT'S EXISTING AND/OR PROPOSED TOPOGRAPHY. EXISTING
SIDEWALK TO REMAIN AS IS UNLESS THE INSTALLATION OF THE
WHEELCHAIR RAMP REQUIRES ADJACENT SIDEWALK SECTIONS TO BE
REPLACED.
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
DRAFTNOT FORCONSTRUCTIONDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
ACCESSIBILITY
DETAILS
L6.3
NTS
1 ADA PARKING
L6.3 NTS
2 ADA PARKING SIGN
L6.3
NTS
3 ADA MARKER
L6.3 NTS
4 ADA RAMP
L6.3
8'-4"
4'-10"
7'-9"4'-10"
SIDEWALK ACCESS (LOCATIONS
VARY, SEE SITE PLAN)
APPROX. LOCATION OF POSTS
AND PICNIC SHELTER ROOFLINE
ASH DISPENSER
GRILL (PILOT ROCK MODEL
C2-36 OR APPROVED EQUAL)
NOTES:
1.PICNIC SHELTER SHALL BE ICON SHELTERS (OR
APPROVED EQUAL) WITH ELECTRICAL ACCESS
THROUGH HOLLOW FRAME. CONTRACTOR SHALL
PURCHASE SHOP DRAWINGS AND FOUNDATION
DESIGN FROM ICON SHELTERS (OR APPROVED
EQUAL). SHOP DRAWINGS & COLOR OPTIONS SHALL
BE SUBMITTED TO DUKE ENERGY FOR REVIEW AND
APPROVAL. RCP SHELTERS CAN BE CONTACTED AT
1-800-748-0985 OR WWW.ICONSHELTERS.COM (SEE
SPECS FOR ADDITIONAL INFORMATION)
6
L6.5 PICNIC TABLE,
TYP.
4'-10"
36'-0"
31'-0"
5'-2"
10'-0"
1'-8"
2'-7"
2'-9"
ADA
7
L6.5
ADA PICNIC TABLE, TYP.
3
L6.0
CONCRETE PAD
3
L6.0 CONCRETE PAD
NOTE: ADA PICNIC TABLE USE JAMESTOWN ADVANCED
FOR CAMPGROUND & DOTY AND SONS FOR DAY USE)
COMPOSITE
TIMBER FRAME
5
L6.1
CAMPGROUND
PICNIC TABLE AREA
(NON-ADA)
MAX
SLOPE
1:20
12'-0"
12'-0"
6" x 6" COMPOSITE
TIMBER BUMPER (ACT
COMPOSITE TIMBERS,
INC. 631-543-9200;
COLOR TO BE BROWN
OR APPROVED EQUAL)
NOTE:
SEE PLAN FOR PICNIC TABLE LOCATION, AND
ORIENTATION. CAMPGROUND TABLES ARE NOT TO BE
BOLTED DOWN
CAMPGROUND AND DAY USE:
ADA PICNIC TABLE AREA
6'-0"
2%
DAY USE: STANDARD
PICNIC TABLE AREA
1/2" x 12" GALVANIZED LAG BOLT AT
EACH CORNER
18" - # 6 REBAR STAKES (24" O.C.)
CONTROL JOINTS, TYP.
3
L6.0 CONCRETE PAD
6
L6.0 NATURAL SURFACE TRAIL, TYP.
PICNIC TABLE
(JAMESTOWN
ADVANCED)
6
L6.5
2%
PICNIC TABLE TYPE
VARIES, SEE NOTE.
DOTY AND SONS CONCRETE PICNIC
TABLE, SEE SPECS.
4'-2"4'-8"
8"
8"
5"
5"
31'
25'
6"
8"
8"
5"
6"
5"
6"7"
7"
(2) - DOUBLE PEDESTAL GRILL
(PILOT ROCK)
AND CONCRETE PAD
*PLACEMENT VARIES BY
APPLICATION - SEE PLAN*
CONTROL JOINT (TYP.)
PICNIC TABLE (6)
EXPANSION JOINT (TYP.)
1-2%PROVIDE MIN OF 1% & MAX. OF 2%
CROSS SLOPE; SLOPE SHOULD FOLLOW
PREVAILING SLOPE OF SITE
ICON PICNIC SHELTER
(SEE SPECS)
NOTES:
1.PICNIC SHELTER SHALL BE ICON SHELTERS (OR APPROVED
EQUAL) WITH ELECTRICAL ACCESS THROUGH HOLLOW FRAME.
CONTRACTOR SHALL PURCHASE SHOP DRAWINGS AND
FOUNDATION DESIGN FROM ICON SHELTERS (OR APPROVED
EQUAL). SHOP DRAWINGS & COLOR OPTIONS SHALL BE
SUBMITTED TO DUKE ENERGY FOR REVIEW AND APPROVAL. RCP
SHELTERS CAN BE CONTACTED AT 1-800-748-0985 OR
WWW.ICONSHELTERS.COM (SEE SPECS FOR ADDITIONAL
INFORMATION)
2.SIDEWALKS AND GRILL LOCATIONS VARY BETWEEN SHELTERS
SIDEWALK CONNECTIONS VARY BY
APPLICATION, SEE PLAN
6
L6.5
7
L6.5ADA PICNIC TABLE, TYP.
3
L6.0
CONCRETE PAD
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
DRAFTNOT FORCONSTRUCTIONDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
PICNIC AREA
DETAILS
L6.4NTS
2 4 TABLE PICNIC SHELTER PAD AND LAYOUT
L6.4
NTS
1 PICNIC PADS
L6.4
NTS
3 8 TABLE PICNIC SHELTER PAD AND LAYOUT
L6.4
3'-5"
3'-4"
1'-10"
1
2" J BOLTS SUNK
IN CONCRETE NOTES:
1.FOREST BROWN COLOR - MODEL HA2-PX.
2.REFER TO MANUFACTURER FOR
INSTALLATION INSTRUCTIONS AND
SPECIFICATIONS. WWW.BEARSAVER.COM
3'-2"
5'-0"
8'-0"
3
L6.0 CONCRETE PAD
2'-5"VARIES
2'-5"
1'-5"
CROSS BRACES
CENTER BRACKET
4'-9"
9"
PICNIC TABLE NOTES:
1.MANUFACTURER: JAMESTOWN ADVANCED
PRODUCTS CORPORATION (OR APPROVED EQUAL)
MODEL: 8' PICNIC TABLE, ADA 8' PICNIC TABLE, 6'
PICNIC TABLE & ADA 6' TABLE
2.REFER TO MANUFACTURER'S INSTALLATION
SPECIFICATIONS. (NOT BOLTED DOWN)
3.USE 6' TABLES FOR TENT SITES AND PICNIC PADS;
USE 8' TABLES FOR PICNIC SHELTERS
4.DO NOT BOLT DOWN
VARIES
2'-5"
1'-5"
CROSS BRACES
1'-10"
CENTER BRACKET
4'-9"
9"
END BRACKET
1'-10"
PICNIC TABLE NOTES:
1.MANUFACTURER: JAMESTOWN ADVANCED
PRODUCTS CORPORATION (OR APPROVED EQUAL)
MODEL: 8' PICNIC TABLE, ADA 8' PICNIC TABLE, 6'
PICNIC TABLE & ADA 6' TABLE
2.REFER TO MANUFACTURER'S INSTALLATION
SPECIFICATIONS. (NOT BOLTED DOWN)
3.USE 6' TABLES FOR TENT SITES AND PICNIC PADS;
USE 8' TABLES FOR PICNIC SHELTERS
4.DO NOT BOLT DOWN
OPTIONAL
STAKE ANCHORS
COOKING SURFACE
34" MAXIMUM RADIUS
FIRE RING
NOTES:
1.MANUFACTURER: PILOT
ROCK (OR APPROVED
EQUAL)
2.MODEL: L - 32/11/TB AND
ADA MODEL: M-32/17/PA
FIELDSTONE BOULDER
WITH FLAT/LEVEL
TOP
BOULDER TO HAVE
MOSTLY ROUNDED
EDGES
12" MIN.
15" - 36" RANGE
VARIES (SEE PLAN FOR
APPROX. DIMENSIONS)
BOULDER NOTES:
-BOULDERS TO BE FREE OF MACHINE
MARKINGS AND BLEMISHES.
-STONE TO BE TN, NC, OR VA
FIELDSTONE ORIGIN WITH ROUNDED
EDGES
-LANDSCAPE ARCHITECT TO APPROVE
BOULDERS AND LOCATION (FLAGGED)
BEFORE PLACEMENT
-BOULDERS TO BE EMBEDDED IN
GROUND BETWEEN 1
3 - 1
2 OF OVERALL
HEIGHT.
BURY APPROX.
1
3 OF BOULDER MIN.
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
DRAFTNOT FORCONSTRUCTIONDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
SITE FURNISHING
DETAILS
L6.5
NTS
1 BEAR-SAVER TRASH RECEPTACLE
L6.5
NTS
6 PICNIC TABLE
L6.5 NTS
7 ADA PICNIC TABLE
L6.5
NTS
2 STAND-UP ADA GRILL (PILOT ROCK)
L6.5
NTS
3 FIRE RING
L6.5 NTS
4 LANDSCAPE BOULDER
L6.5 NTS
5 FIREWOOD SHED
L6.5
DETAI
L
OMITT
E
D
,
PROV
I
D
E
D

B
Y
OTHER
S
2 % AWAY FROM HEADWALL
BURY 35-45% OF PIPE DIA. MIN.
EXISTING GRADE
PROPOSED REINFORCED
CONCRETE WING WALL
FINISHED GRADE
MEDIUM TO LARGE
RIVER ROCK AND
COBBLE.
6"-9"
DEPTH
Flow
IMPORTANT: BIO-RETENTION NOT TO BE CONSTRUCTED
UNTIL SITE IS COMPLETELY STABILIZED- SEDIMENTATION IN
THE SYSTEM WILL RENDER THE SYSTEM NON-FUNCTIONAL
NOTES:
1.SOIL MIX IN HATCHED AREAS SHOULD MEET NCDENR
STANDARDS. RECOMMENDED POROUS SOIL MIX
SHALL CONSIST OF (A) SAND (85-88%), FINES (SILT
AND CLAY) (8-12%) & AGED PINE BARK (5%), OR (B) 4
PARTS OF EXPANDED SLATE FINES TO 1 PART PINE
BARK FINES (STALITE EXPANDED SLATE MS-16
LIGHTWEIGHT SAND (85-88% SAND FRACTION) AND
PINE BARK FINES (SCREED TO MINUS 12"))
MECHANICALLY MIXED RECYCLED.
2.PHOSPHORUS INDEX OF SOIL MIX MUST FALL
BETWEEN 10 - 30 PPM.
3.AREAS IN BIORETENTION, NOT HATCHED, SHALL
RECEIVE LOOSE NATIVE SOIL.
4.SOIL COMPACTION DUE TO FOOT TRAFFIC WITHIN
AND AROUND THE TREATMENT AREA SHALL BE KEPT
TO A MINIMUM. THERE SHALL BE NO COMPACTION
FROM HEAVY EQUIPMENT IN AND AROUND THE
BIORETENTION.
5.THOROUGHLY WATER EXISTING SOIL TO ENSURE
DRAINAGE WITHIN 24 HOURS BEFORE ADDING
EXPANDED SLATE SOIL MIX MEDIA. IF DRAINAGE
DOESN'T OCCUR WITHIN 24 HOURS, AERATE SOIL AND
RETEST.
6.SEDIMENTATION OF THE SYSTEM WILL CAUSE
FAILURE, THEREFORE, INSTALL SOIL MIX ONLY AFTER
ALL SEDIMENT AND EROSION ON-SITE IS CONTROLLED
AND SITE IS STABILIZED.
7.PLANTING HOLES TO BE AMENDED WITH COMPOST (13
OF HOLE) AND MIXED INTO SOIL MEDIA.
3:1 SIDE SLOPES MAX, TYP.
TYP.
SEEDING AND PLANT MATERIAL
TO FILL IN SUFACE AS 'GREEN
MULCH' (SEE PLANTING
SHEETS, L5s)
SOIL MIX (SEE PLANTING NOTES)
4" PERFORATED
UNDERDRAINS. SEE
DETAIL 2 THIS
SHEET.
DECOMPACTED
SUBGRADE
A
A
STANDARD WAFFLE BOX
SEE STRUCTURE SCHEDULE
FOR SIZING
DRILL DOWNTURNED HOLE INTO
INLET AT UNDERDRAIN TIE-IN
LOCATIONS
STORAGE LEVEL
SOIL MIX
BELOW INVERT OF PRIMARY STORM PIPES
6-9"
COMPACTED SUBGRADE
MAINTAIN 1' MIN COMPACTED
SUBGRADE AROUND STRUCTURES
INTERNAL WATER STORAGE
SEE PIPE SCHEDULE
FOR INVERT
DROP INLET
(OPEN THROAT)
JOINT IF APPLICABLE
PRE-CAST
CATCH
BASIN
MORTAR
PIPE WITH
NON-SHRINK
GROUT
PROPOSED
PIPE
HDPE
OUT (PIPE
10)
SCREW CAP, TYP.
4" DOUBLE WALLED HDPE
NOTE: CONTRACTOR SHALL GRADE SUBGRADE AND
INSTALL PIPE TO DRAIN @ -1% SLOPE MIN.
6" SOLID PIPE TO
OUTFALL
DE-COMPACTED SUBGRADE
PERFORATED PIPE
FILTER FABRIC
WRAPPED OVER ITSELF
WASHED GRAVEL
ZIP TIE FABRIC
TO SEAL
ZIP TIE FABRIC
TO SEAL AROUND PIPE
6"
1 %1 %
LINE SWALE W/ STONE IF NATURAL
STONE IS FOUND ON SITE DURING
CONSTRUCTION; SEE TABLE FOR LIST
OF PRIORITY SWALES TO RECEIVE
TREATMENT
PRIORITY SWALE
1 AA, EE
2 BB,FF
3 CC
NOTE:
1.WHERE STONE IS NOT AVAILABLE AND CHECK
DAMS WERE INSTALLED DURING EROSION &
SEDIMENT CONTROL, CHECK DAMS TO REMAIN.
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
DRAINAGE DETAILS
L6.6NTS
5
L6.6
CULVERT W/ CONCRETE WINGED HEADWALL
NTS
2
L6.6
UNDERDRAIN AT BIORETENTION
NTS
1
L6.6
BIORETENTION
NTS
4
L6.6
SIMPLE UNDERDRAIN
NTS
3
L6.6
NATIVE STONE-LINED SWALE
NTS
6
L6.6
DROP INLET
NOTES:
1.MANUFACTURED PER ASTM C-478.
2.CONCRETE - 4000 psi
3.PLASTIC COATED STEEL ROD STEPS PROVIDED AT 16"
CC WHEN HEIGHT OF STRUCTURE EXCEEDS 4'-0".
4.ALL ASSEMBLY JOINTS TO BE MORTAR FILLED UNLESS
OTHERWISE SPECIFIED.
5.STRUCTURE DIAMETERS MAY VARY ACCORDING TO
PIPE SIZES AND CONFIGURATIONS.
6.LIFT HOLES OR INSERTS PROVIDED IN ALL BASE AND
RISER SECTIONS.
DIA.WALL
TONGUE
OR
GROOVE
WEIGHT A B C D E
15"2-1/4"1-3/4"970 6"27"46"73"30"
18"2-1/2"1-3/4"1340 9"27"46"73"36"
24"3"1-3/4"1820 9-1/2"43-1/2"30"73-1/2"48"
30"4-1/4"3-7/8"2400 12"54"19-3/4"73-3/4"60"
36"4-3/4"3-7/8"5500 15"63"34-3/4"97-3/4"72"DIA.WALL
WALL
C B
ATONGUE OR GROOVE DIA. +1"WALL E WALL
D
WALL
EWALL
DIA.MAX
5%
1.STONE IS NOT SHOWN TO SCALE.
2.COMPACT EARTH AGAINST WEIR FOOTER AND SIDE
SLOPES.
3.STRUCTURE BACKFILL MATERIAL SHALL CONSIST OF
6" STONE, 2" STONE AND NATIVE SOIL MIXED IN
EQUAL PARTS.
4.ALL VOIDS AND GAPS BETWEEN BOULDERS SHALL BE
CHINKED WITH STONE.
5.POOLS VARY AND ARE NOT PRESENT AT EVERY WEIR
OUTFALL - SEE PLANS TO DETERMINE ALL POOL
LOCATIONS.
6.WEIR STONE TO BE CAREFULLY FITTED W/
NON-SHRINK GROUT.
7.WEIR STONE SIZE RANGE TO BE APPROX. 18"-24" IN
SIZE.
8.LAYER OF WASHED COBBLE (6"-9" STONE) AT
OUTFALL.
9.ALL VOIDS AND GAPS BETWEEN BOULDERS SHALL BE
CHINKED WITH STONE.
10.WHERE EXISTING BED MATERIAL IS AVAILABLE AND OF
SUFFICIENT SIZE IT MAY BE USED IN PLACE OF QUARRY
STONE, AS APPROVED BY THE LANDSCAPE ARCHITECT.
ALL JOINTS & GAPS TO BE
CHINKED WITH STONEFLOW EXISTING SUB-GRADE
WEIR BOULDER SIZES VARY
BETWEEN 12" DIA & 36" DIA
MEDIUM d50 4" RIVER ROCK
LINING BOTTOM OF POOLS
FOOTER BOULDERS "KEYED" INTO
BANK AT A MINIMUM OF 2' BELOW
LOWEST POINT OF EXCAVATED
POOL; PLACE FOOTER BOULDERS
OVER PINNED GEOTEXTILE
SWALE ENTERING
STEP-POOL CHANNEL
ROCK (ENERGY DISSIPATER)
FLUSH WITH DITCH GRADE
GEOTEXTILE FILTER FABRIC
UNDER BOULDERS ONLY
POOL SIZES
VARY
MIN. 10'
(SEE PLAN)
WATER LEVEL
WATER LEVEL
HEADER STONE
BACK 1
3 TO 1
2
OF FOOTER
STONE, TYP.
6-15" DEPTH
(SEE
GRADING
PLANS)
LARGER STRUCTURAL
BOULDERS PLACE ON CUT
SLOPE SIDE MIN. 24"-30" DIA.8'
MAX
PLANT INTERSTICES OF BOULDERS
FLOW
RIFFLE STONE TO BE 6-9" DIA.
SAND/WOOD CHIP MIX,
MIN. 3' DEPTH
FOOTER BOULDER
MIN. 2' BELOW
LOWEST POINT OF
EXCAVATED POOL
18" MIN.
DEPTH OF
FILTER BED
LARGER STRUCTURAL
BOULDERS PLACE ON CUT
SLOPE SIDE MIN. 12"-24" DIA.
INTERSTITIAL PLANTINGS
HEADER STONES (24-30")
RIFFLE STONE (6-9")
DROP POOL
CUT SLOPE
LARGER BOULDERS ON CUT SLOPE
SIDE MIN. 12"-24" DIA PLACED ON
CONTOUR AT FULL POND.
SMALL AND MEDIUM
RIVER ROCK/COBBLE
VERGE (3-9" STONE)
DEFINED SHOVEL
EDGE
ASPHALT SURFACE /
PARKING
GRASS /
PLANTING AREA ' (SEE
PLANTING SHEETS, L5s)
WATER LINE
6"
2'-0"
2"
6" COMPACTED
GRAVEL BASE
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
DRAINAGE
DETAILS
L6.7
NTS
2
L6.7
FLARED END SECTION (FES)
NTS
4
L6.7
REGENERATIVE STORMWATER CONVEYANCE (STEP POOLS)
NTS
1
L6.7
RIVER ROCK VERGE
NOTE: ALL LARGE BOULDERS ON CUT SIDE TO BE BURIED 1
3 TO 1
2 THEIR DIAMETER
1.INSTALL FRENCH DRAIN W/ A MIN. 1% SLOPE FOR
POSITIVE DRAINAGE TOWARDS DESIGNATED DAYLIGHT.
2.DETAIL PROVIDED BY GEOTECH (ECS). SEE GEOTECH
REPORT.
NTS
3
L6.7
FRENCH DRAIN
7'
FROM
GROUND
2-POST INBOARD
4" SPACING 7'
FROM
GROUND
2-POST INBOARD
4.5' FROM
GROUND
2-POST OUTBOARD
SPECIFY WEATHER RESISTANT CLIP
TO DISPLAY CAMPSITE PERMITS
SPECIFY CUSTOM
ORDER SIGN FOR FOR
(3) ADA CAMPSITES
SPECIFY DARK GREEN WITH WHITE
RETRO-REFLECTIVE NUMBERING
25
6"X6" PRESSURE TREATED
WOOD POST
3'
2'
ENGRAVED SITE NUMBER
CONTAINED WITHIN A 4"X4"
AREA WITH 1" MARGINS ON
OUTER EDGE
CHAMFERED TOP
4" COMPACTED AGGREGATE
BASE
UNDISTURBED EARTH
TAMP BACKFILL AROUND
POSTS
(NOT TO SCALE)
POST MATERIAL VARIES,
SEE SIGNAGE SCHEDULES
FOR TYPE AND LOCATION
U-CHANNEL ROLLED
MILD CARBON STEEL POST
4"x4" PRESSURE TREATED PINE POST,
GRADE 2 OR EQUIVALENT
4"
OVERLAP
7'-0"
METAL
"U-CHANNEL"
POST SECTION
CONCRETE FOOTER TO
EXTEND 4" BEYOND
ANCHORS IN ALL
DIRECTIONS AND 18" DEEP
POST ANCHOR
NOT TO
EXCEED 3.5'
BASE
BOLTS
PRESSURE TREATED
PINE 4"X4"
3' MINIMAL DEPTH
OF POST BURIAL
AND CONCRETE
FOOTER DEPTH
1'4'-0"2'-0"
EOP
ROAD
5'
FROM
GROUND
5'
FROM
GROUND
5'
FROM
GROUND
ALTERNATIVE: TERRABILT CAMPSITE MARKERS:
SHOWN FOR REFERENCE ONLY
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542
Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
SIGNAGE DETAILS
L6.8
NTS
1 CAMPSITE MARKER
L6.8 NTS
2 SIGN A
L6.8 NTS
3 SIGN B
L6.8 NTS
4 SIGN C
L6.8
NTS
5 WAYFINDING TYPE D
L6.8 NTS
7 SIGN F
L6.8NTS
6 SIGN E
L6.8
NTS
10 MUTCD SIGNAGE - POSTS & ATTACHMENT METHOD
L6.8 NTS
11 SIGNAGE PLACEMENT ADJACENT TO ROAD
L6.8
NOTES:
·SEE SIGNAGE SCHEDULE L6.9
·ALL POSTS TO BE 4"x4" HDPE POSTS UNLESS
OTHERWISE SPECIFIED (SEE MANUFACTURER'S
SPECIFICATION FOR TERRABILT POST)
DETAI
L
S
8 & 9 O
M
I
T
T
E
D
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542
Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
SIGNAGE
SCHEDULES
L6.9
Z:\ED\G&P\Duke_Black Bear Access\CAD\scans\Do-Not-Block-Sign-K-5898.gif
NOTE: A PRE-MANUFACTURED GATE
CAN BE SUBSTITUTED IN PLACE BUT
SHOULD BE APPROVED BY OWNER.
GATE HAZARD SIGN* MOUNTED TO HORIZONTAL RAIL
USING GALVANIZED STEEL OR ALUMINUM SIGN
BRACKET KIT FOR TUBULAR POSTS (USE BOLTS
ACCORDING TO BRACKET SPECIFICATION)
WELD:
DO NOT BLOCK
GATE SIGN
24" MINIMUM
24" MINIMUM
TOP OF SLOPE
EDGE OF PAVEMENT
31"
21"
41"
6' SPACING (TYPICAL)FRONT ELEVATION
TYPICAL RAIL SECTION
POST CONNECTION
NOT TO SCALE
TYPICAL GUARDRAIL SECTION
1:10 SLOPE OR FLATTER
NOT TO SCALE
NOTES:
USE TIMBARRIER™ STREETGUARD™ (OR APPROVED EQUAL)
1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
2.DO NOT SCALE DRAWINGS.
3.IF TOP OF SLOPE IS CLOSER THAN 24" INCREASE POST LENGTH TO 7'.
4.DRIVE POST OR AUGER, BACKFILL WITH NATIVE SOIL AND COMPACT EVERY 12".
5.ALL TIMBER #1 S4S SOUTHERN PINE, PRESSURE TREATED: AWPA-C14, WOOD FOR
USE IN HWY. CONSTRUCTION.
6.TYP. POST 8"X8"X6' - TYP. RAIL: 4"X12"X11'-11 1
2".
7.FASTENSERS: ASTM A307; A242; F436 TYPE 3; A563 DH3.
8.TIMBERBARRIER™ SPLICE PLATE AND PLATE WASHER ASTM-A588.
9.UNDER EACH BOLT HEAD ON FACE OF RAIL, INSTALL ONE 7
8" WASHER.
10.REFER TO MANUFACTURER'S DRAWINGS ON TERMINAL DETAILS.
11.THIS GUARDRAIL IS DESIGNED FOR STREET WITH A MAXIMUM DESIGN OF 25 MPH.
6' TYP. POST DISTANCE
CROSS SECTION OF POST
CONNECTION
18"
42"
10" TYP. SPACING
4"
4" TYP.
6'-0"
4"X6" BLACK LOCUST POSTS
2"X6" (AVG.) HEMLOCK OR LOCUST
HORIZONTAL RAILS
SEE CROSS SECTION OF
POST CONNECTION
4" x 3
8" STAINLESS STEEL LAG BOLT
ON DOWNHILL SIDE
4" X 6" POST
NOTCH AT HORIZONTAL RAILING
JUNCTION FOR SPLIT RAILS, TYP.
1"
CONCRETE FOOTER WITH
GRAVEL SUBBASE
NOTCH CUT THROUGH POST
AT EACH HORIZONTAL
CONNECTION
6'-0"
6' TALL; 4"x 4" POST 6' OC.
MAX.
(PT PINE, LOCUST, OR
COMPOSITE TIMBER)
WIRE MESH
FENCING
4" MAX.
FENCING SHALL NOT
ALLOW A 4" DIAMETER
SPHERE TO PASS
TERMINAL OR CORNER POSTS
2-7/8" O.D. SCH. 40 GALV.
HINGE (180 DEG.)
6' HIGH, TREATED PINE PICKET PANELS
LOCKING PIN
PIN NOTCH IN CONCRETE
1'-0"
1'-6"
3'-0"
2'-6"
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542
Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
GATE & FENCE
DETAILS
L6.10
NTS
4
L6.10
TIMBARRIER STREETGUARD TIMBER GUARDRAIL
NTS
5
L6.10
ACCESS GATE
NTS
1
L6.10
SPLIT RAIL FENCE
NTS
2
L6.10
SAFETY RAIL
NTS
3
L6.10
DUMPSTER FENCE
NOTE: SAFETY RAIL TO BE USED WHEN THERE IS A FALL OF 30" WITHIN 36" OF A
PEDESTRIAN USAGE AREA.
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
NOTE: Drawings are invalid without signed stamp by professional
1542
Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
TRAILHEAD
DETAILS
L6.11
NOTES:
1.FONTA FLORA FEATHER IS THE KEY ELEMENT TO BE IDENTIFIED ON
ALL TRAIL SITE ELEMENTS.
2.ALL SITE FEATURES/ELEMENTS ON THIS PAGE WILL BE PROVIDED
BY OTHERS AND INSTALLED BY THE CONTRACTOR.
3.MILE MARKER LOCATIONS TO BE DETERMINED AND MARKED IN
FIELD DURING STAKING OF TRAILS.
NTS
1 TYPICAL TRAILHEAD KIOSK
L6.11 NTS
2 TYPICAL TRAILHEAD MONUMENT
L6.11
NTS
3 TYPICAL MILEAGE MARKERS
L6.11 NTS
5 TYPICAL DIRECTIONAL SIGNAGE
L6.11NTS
4 TYPICAL BENCH
L6.11
OTHER DIRECTION INFORMATION
TO INCLUDE "ROAD CROSSING"
NOTE: INTERNAL CAMPGROUND
TRAILS (CAMPGROUND LOOP
AND DAY USE CONNECTOR
TRAILS) SHALL NOT USE THE
FEATHER. THE TRAIL SIGNAGE
FOR THESE TRAILS SHALL BE A
SIMPLE RECTANGLE.
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542
Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
VAULT TOILET
ELEVATIONS
L6.12
NTS
1 VAULT TOILET
L6.12
**See Specifications for Precast Products by CXT, Inc.
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542
Duke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 16, 2021
AS SHOWN
SANTIAGO BATH
HOUSE PLAN &
ELEVATIONS
L6.13NTS
1
L6.13
SANTIAGO BATH HOUSE PLAN & ELEVATIONS **See Specifications for Precast Products by CXT, Inc.
ONE INCH =ONE-HUNDRED TWENTY FEET
50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFF
E
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
50
'

B
U
F
F
E
R
ST1
ST2
ST4
ST5
ST3
ST7
ST6
xxxxxxTEMPORARY
STAGING
AREA
30
'

S
T
R
E
A
M

B
U
F
F
E
R
3
0
'

S
T
R
EAM
BU
F
F
E
R
LAKE
J
A
M
E
S
R
O
A
D
SHEET
EC1.2
xxx
SHEET
EC1.4
SHEET
EC1.6
SHEET
EC1.1
SHEET
EC1.5
SHEET
EC1.7
SHEET
EC1.3
DRAINAGE TO SEDIMENT TRAPS
DRAINAGE TO SILT FENCE
PHASE 1 EROSION CONTROL SEQUENCE:
1.CALL FOR UTILITY LOCATIONS PRIOR TO DIGGING.
2.HOLD PRE-CONSTRUCTION MEETING AT LEAST ONE WEEK PRIOR TO
STARTING CONSTRUCTION.
3.ESTABLISH CONSTRUCTION ACCESS, CONSTRUCTION ROUTES AND
STAGING AREAS.
4.CLEARING AND GRUBBING ONLY AS NECESSARY FOR INSTALLATION
OF PERIMETER CONTROLS (E.G. SILT FENCE AND CONSTRUCTION
ENTRANCE)
5.INSTALL CONSTRUCTION ENTRANCE AT PRIMARY ENTRANCE AS
DECIDED IN PRE-CONSTRUCTION MEETING (SEE SHEET EC4.1 FOR
DETAILS).
6.INSTALL TEMPORARY SILT FENCING AND ALL INLET/OUTLET
PROTECTION (SEE EC PLAN FOR LOCATIONS AND DETAILS).
7.INSTALL TREE PROTECTION FENCING (TO BE DEMARCATED AT
PRE-CONSTRUCTION MEETING). TREES TO BE SAVED WILL ALSO BE
FLAGGED ON SITE. NO TREE OUTSIDE OF LOD SHALL BE DISTURBED.
8.FLAG OUT CENTERLINE OF ROAD AND CORNERS OF ALL PARKING.
CONTACT LANDSCAPE ARCHITECT TO REVIEW.
9.CLEAR AND GRUB SITE ONLY AS NECESSARY FOR ACCESS FOR
SEDIMENT TRAPS AND CONSTRUCTION OF SITE ELEMENTS IN THIS PHASE.
10.INSTALL SEDIMENT TRAPS.
11.BEGIN ROUGH GRADING.
12.TEMPORARY DIVERSION DITCHES SHALL BE INSTALLED AT THE TOP
OF FILL SLOPES OR WHERE NEEDED, DITCHES SHOULD BE INSPECTED AT
THE END OF EACH WORK DAY (SEE DETAIL).
13.COMPLETE SURFACE ROUGHENING (SEE DETAIL).
14.INSTALL RUNOFF CONVEYANCE SYSTEMS - SWALES, INLET AND
OUTLET PROTECTION.
15.TEMPORARY SEEDING SHALL BE INSTALLED WITHIN 7 CALENDAR
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. (SEE
SEEDING IN DETAILS)
16.INSTALL SWALE MATTING PER SCHEDULE AND MANUFACTURER'S
INSTRUCTIONS.
17.INSTALL CHECK DAMS IN SWALES AS SHOWN OR AS NECESSARY TO
REDUCE SEDIMENTATION (SEE DETAIL).
Black Bear Access Area, Lake James
6514 Lake James Road
Marion, NC 28752
Latitude: 35.746326° N
Longitude: -81.970221° W
FERC Project No. 2232
Approximately 164 acres
Phase 1 : Disturbance Area 17.60
acres
VICINITY MAP
(NOT TO SCALE)LAKEVIEWDR NSR-15
5
1
SR-15
5
2
LAKE J
A
ME
S
R
O
A
D
N
P
E
A
K

D
R
SR-158
8TO HWY-221TO SR-
1
26
LAKE
JAMES
SUBJECT
PROPERTY
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT CONTROL
PHASE 1
EC1.0SCALE 1" =
0 30020010010050
100'
x x x
ST1
TEMPORARY
STAGING
AREAx
xLAKE
J
A
M
E
S
R
O
A
D
MATCHLINE SHEET EC1.1
MATCHLINE SHEET EC1.2
MATCHLINE SHEET EC1.1
MATCHLINE SHEET EC1.5
SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:DRAFTNOT FORCONSTRUCTIONDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 1
EC1.1
CONSTRUCTION ENTRANCE
20 x 100
PHASE 1 LIMITS OF
DISTURBANCE
17.60 ACRES
x x
1
0
0
'

B
U
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F
E
R
5
0
'

B
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F
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Rxxxx
x
x
x
MATCHLINE SHEET EC1.1
MATCHLINE SHEET EC1.2
MATCHLINE SHEET EC1.2MATCHLINE SHEET EC1.3MATCHLINE SHEET EC1.5MATCHLINE SHEET EC1.21
0
0
'

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5
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MATCHLINE SHEET L3.2MATCHLINE SHEET L3.3MATCHLINE SHEET L3.5
MATCHLINE SHEET L3.6 MATCHLINE SHEET L3.5MATCHLINE SHEET L3.2MATCHLINE SHEET L3.2
MATCHLINE SHEET L3.6
MATCHLINE SHEET L3.1
MATCHLINE SHEET L3.2
SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 1
EC1.2
PHASE 1 LIMITS OF
DISTURBANCE
17.60 ACRES
x x
50' BUFF
E
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
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5
0
'

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E
R
ST6 xxxxxxxxxxxxxxxxxx
xxxDAY USE AREA
50' BUFF
E
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
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5
0
'

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U
F
F
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R
50' LAKE BUFFERDAY USE
ROAD

'A
'
LAKE JAMES
LAKE
JAMES100' LAKE BUFFER
MATCHLINE SHEET EC1.3
MATCHLINE SHEET EC1.4MATCHLINE SHEET EC1.2MATCHLINE SHEET EC1.3SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 1
EC1.3
x x
PHASE 1 LIMITS OF
DISTURBANCE
17.60 ACRES
DOUBLE ROW OF SILT
FENCE
50' BUFFER100' LAKE BUFFERST7 xx50' BUFFER100' LAKE BUFFERxLAKE JAMES
MATCHLINE SHEET EC1.3
MATCHLINE SHEET EC1.4
MATCHLINE SHEET EC1.7MATCHLINE SHEET EC1.4SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 1
EC1.4
x x
DOUBLE ROW OF
SILT FENCE
PHASE 1 LIMITS OF
DISTURBANCE
17.60 ACRES
ST2
ST3xxxx
x30
'

S
T
R
E
A
M

B
U
F
F
E
R
3
0
'

S
TR
EAM

BU
F
F
ER
xxx xxxxxMATCHLINE SHEET EC1.1
MATCHLINE SHEET EC1.5
MATCHLINE SHEET EC1.5
MATCHLINE SHEET EC1.6 MATCHLINE SHEET EC1.5MATCHLINE SHEET EC1.2SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 1
EC1.5
x x
DOUBLE ROW OF
SILTFENCE
MAINTAIN 30'
STREAM BUFFER
USE SURFACE
ROUGHENING
TO STABILIZE
SLOPE, TYP.
PHASE 1 LIMITS OF
DISTURBANCE
17.60 ACRES
MAINTAIN 30'
STREAM BUFFER
ST4
ST3
xxxxxxxxxxxxxxxxxxxxxxxxxxxx
xxx
xxxxMATCHLINE SHEET EC1.6
MATCHLINE SHEET EC1.7
MATCHLINE SHEET EC1.5
MATCHLINE SHEET EC1.6
SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 1
EC1.6
x x
PHASE 1 LIMITS OF
DISTURBANCE
17.60 ACRES
100' LAKE BUFFER50' BUFFERST4
ST5x
100' LAKE BUFFER50' BUFFERxxxxxxMATCHLINE SHEET EC1.6
MATCHLINE SHEET EC1.7
MATCHLINE SHEET EC1.7MATCHLINE SHEET EC1.4SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 1
EC1.7
x x
PHASE 1 LIMITS OF
DISTURBANCE
17.60 ACRES1280128512901305
131013001295
6
6
1285
ST2
ST4
ST5
ST8
ST6
ST1
ST2
ST4
ST5
ST3
ONE INCH =ONE-HUNDRED TWENTY FEET
50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFFE
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
50
'

B
U
F
F
E
R
TEMPORARY
STAGING
AREA
TEMPORARY
STOCKPILE
AREA
TEMPORARY
STOCKPILE
AREA
SHEET
EC2.4
SHEET
EC2.6
SHEET
EC2.1
SHEET
EC2.5
SHEET
EC2.2
SHEET
EC2.7
SHEET
EC2.3
LAKE
J
A
M
E
S
R
O
A
D
xxxxxxx
x
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x x x x
x x x x x xxxxxxx
x x xxxxxxx x xxxx
x x xxxxxxxx
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x x
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x
x
xxx
x
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x xxxxxxxxxx
x
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x x x xxxxxxxx
x
x
x xx
x
x
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x
xx
xxxxxx
x
x
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x
x x x x x x x x
x
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x
x x
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x x
xxxxxxx
x x x xxxxxxxx
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x x x xxxxxxx
x x
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x x
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x x
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x x xx x
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x x
xxxxxxxxxxxxxxxxxxxxxxx
xxxxxxx
x x
x xxxxxxxx
x
x
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x x
x xxxxxxxx
x
x
x xxxxxx
xxxxxxxxxxxxxxxxxxxxxxx
50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFFE
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
50
'

B
U
F
F
E
R
30
'

S
T
R
E
A
M

B
U
F
F
E
R
3
0
'

S
T
R
EAM

BU
F
F
E
R
Black Bear Access Area, Lake James
6514 Lake James Road
Marion, NC 28752
Latitude: 35.746326° N
Longitude: -81.970221° W
FERC Project No.2232X
Approximately 164 acres
PHASE 2 Disturbance Area 18.74 acres
VICINITY MAP
(NOT TO SCALE)LAKEVIEWDR NSR-15
5
1
SR-15
5
2
LAKE J
A
ME
S
R
O
A
D
N
P
E
A
K

D
R
SR-158
8TO HWY-221TO SR-
1
26
LAKE
JAMES
SUBJECT
PROPERTY
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT CONTROL
PHASE 2
EC2.0
PHASE 2 EROSION CONTROL SEQUENCE:
1.CLEAR ONLY WHAT IS NECESSARY TO INSTALL ADDITIONAL SILT FENCE.
2.INSTALL ADDITIONAL SILT FENCE AND TREE PROTECTION FENCING.
3.INSTALL CULVERTS.
4.INSTALL INLET AND OUTLET PROTECTION.
5.REMOVE TEMPORARY SLOPE DRAINS ASSOCIATED WITH TEMPORARY
DIVERSION DITCHES, ONLY WHERE NEWLY INSTALLED CULVERTS WILL ACCEPT
FLOW.
6.FINE GRADE ROAD AND LAY STONE BASE ON ROAD BED.
7.CLEARING AND GRUBBING ONLY AS NECESSARY TO ESTABLISH STAGING
AREA FOR PHASE 2.
8.ESTABLISH STAGING AREA.
9.CLEARING AND GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF
REMAINING EROSION CONTROL MEASURES.
10.INSTALL REMAINING EROSION CONTROL MEASURES SUCH AS CHECK DAMS,
EROSION CONTROL MATTING, INLET, STAGING AREAS AND OUTLET PROTECTION.
11.FLAG CORNERS OF STRUCTURES AND CENTERS OF TENT PAD. REACH OUT
TO LANDSCAPE ARCHITECT TO REVIEW.
12.COMPLETE FINE GRADING.
13.TEMPORARY SEEDING SHALL BE INSTALLED WITHIN 7 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
14.REMOVE SEDIMENT TRAPS ONLY ONCE CONTRIBUTING DRAINAGE AREAS ARE
FULLY STABILIZED AND GRADE OUT TO FINAL GRADE.
15.INSTALL PERMANENT STORMWATER CONTROL MEASURES AS SHOWN IN
DETAILS. WHERE SEDIMENT TRAP IS CONVERTED TO A BIORETETNION, REMOVE
ACCUMULATED SEDIMENT AND INLET PROTECTION, THEN EXCAVATE AND INSTALL
SOIL MEDIUM AND DESIGN ACCORDING TO DETAILS.
16.STABILIZE AREAS DISTURBED BY BIORETENTION CONSTRUCTION.
SCALE 1" =
0 30020010010050
100'
x x x x x x x x
ST1
TEMPORARY
STOCKPILE
AREA
MATCHLINE SHEET EC2.1
MATCHLINE SHEET EC2.2
MATCHLINE SHEET EC2.1
MATCHLINE SHEET EC2.5
LAKE
J
A
M
E
S
R
O
A
D
xxxxx x
x
x x xxxxx
x
xxxxx
xxxxxxSCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 2
EC2.1
x x
CONSTRUCTION ENTRANCE
20 x 100
PHASE 2 LIMITS OF
DISTURBANCE
18.74 ACRES
10
0
'

B
U
F
F
E
R
5
0
'

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
5
0
'

B
U
F
F
E
R
MATCHLINE SHEET EC2.2
MATCHLINE SHEET EC2.2MATCHLINE SHEET EC2.3MATCHLINE SHEET EC2.2xx
x
x
x
x
x
x x xxx
x
x
xxxx
xx
x
x
x x x x x
x
x
x
x
x
x
10
0
'

B
U
F
F
E
R
5
0
'

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
5
0
'

B
U
F
F
E
R
T
T
T
T
T
T
T
TTTTTTTTTTTTT
T
T
T
TTTTTTTT
T
T
T
T
T
T
TTTTTTTTTTT
MATCHLINE SHEET L3.2MATCHLINE SHEET L3.3MATCHLINE SHEET L3.5MATCHLINE SHEET L3.2MATCHLINE SHEET L3.2
MATCHLINE SHEET L3.6
MATCHLINE SHEET L3.1
MATCHLINE SHEET L3.2
SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 2
EC2.2
x x
PHASE 2 LIMITS OF
DISTURBANCE
18.74 ACRES
ST6
50' BUFF
E
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
5
0
'

B
U
F
F
E
R
MATCHLINE SHEET EC2.2MATCHLINE SHEET EC2.3xxxxxx xxxxxxx xxxxxx xx x x x x
xxxxx
x xxxxxx xxxxxx
x xxxxxxxxxxxxxxx50' BUFF
E
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
5
0
'

B
U
F
F
E
R
MATCHLINE SHEET EC2.3
MATCHLINE SHEET EC2.4
SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 2
EC2.3
x x
DOUBLE ROW OF SILT
FENCE
PHASE 2 LIMITS OF
DISTURBANCE
18.74 ACRES
ST8
50' BUFFER100' LAKE BUFFERMATCHLINE SHEET EC2.7MATCHLINE SHEET EC2.4x x x x xxxxx xxxx xx50' BUFFER100' LAKE BUFFERMATCHLINE SHEET EC2.3
MATCHLINE SHEET EC2.4
SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 2
EC2.4
x x
PHASE 2 LIMITS OF
DISTURBANCE
18.74 ACRES
50' LAKE BUFFER,
TYP
ST2ST2
ST3
TEMPORARY
STAGING
AREA
TEMPORARY
STOCKPILE
AREA
MATCHLINE SHEET EC2.1
MATCHLINE SHEET EC2.5
MATCHLINE SHEET EC2.5
MATCHLINE SHEET EC2.6 MATCHLINE SHEET EC2.5MATCHLINE SHEET EC2.2xxxxx
x xxxxxxx xxxxxx
x xxxxxx
x xxxxxxxxx xxxxxx
x xxxxx
x
xxxxxxx xxxxxxxxxxxxxxxx xxx30
'

S
T
R
E
A
M

B
U
F
F
E
R
3
0
'

S
T
R
EAM
BU
F
F
E
R
TTTTTTTTTTTTTTTTTTTTTTTSCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 2
EC2.5
x x
PHASE 2 LIMITS OF
DISTURBANCE
18.74 ACRES
6
6
ST4ST4
ST3
MATCHLINE SHEET EC2.6
MATCHLINE SHEET EC2.7
MATCHLINE SHEET EC2.5
MATCHLINE SHEET EC2.6
xxxxxx xxxxxx
x xxxxxx
x xxxxxxx xxxxxxx xxxxxx
x xxxxxx
x xxxxxx
x xx
x
x
x
x
x
xxxxxx
x xxxxxxx xxxxxx
x xxxxxx xxxxx x
xxxx x xxxx x
xxxxx
x
xxxx x
xxxxxx xxxxxx xxxxxxx xxxxxxx x xxxxxxxxxxxx xx
xxxxxxxxxx x xxxxx
x
x
x
x
x xxxxxxx x
xxxxx
x xxxxxx
x xxxxxxx xxxxxx
x xSCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 2
EC2.6
x x
PHASE 2 LIMITS OF
DISTURBANCE
18.74 ACRES
100' LAKE BUFFER50' BUFFERST4
ST5
ST4
ST5
100' LAKE BUFFER50' BUFFERMATCHLINE SHEET EC2.6
MATCHLINE SHEET EC2.7
MATCHLINE SHEET EC2.7MATCHLINE SHEET EC2.4xxxxx
x xxxxxxx xxxxxx xxxxxx
x xxxxxx
x xxxxxxx xxxxxx
x x100' LAKE BUFFER50' BUFFERSCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 2
EC2.7
x x
PHASE 2 LIMITS OF
DISTURBANCE
18.74 ACRES
Pipe 9-1
L =109,R=300L=245,R=200L=108,R=19
2
L
=
1
7
3,
R
=310
L=56,
R
=90L=31,
R=40L=69,
R
=83L=24,
R=40
L=7
5,R=61L=48,
R
=30 L=64,R=178L=59,R=100L=
5
3
,R=58L=37,R=506+850+001+002+003+00
4+00
5+0
0
6+00FFE 1310.5Pipe 13L =1 5 2,R=63L=204 ,R =1 2 3
L=268,R=263L
=
1
8
7
,R=796L=130,R=200 L =105,R=290
L=489,R=326L=2
2
1,R=
5
00
L=95,
R
=59L
=46,R=7 3
L=50,R=80L=28,R=100L=83,R=70L=21,
R
=
1
22L=100,R=1
25
L=219,
R
=
1
0
9
L=7 0 ,R =1 1 6
Pi
p
e

1
4
Pipe 16Pipe 9-2Pipe 15Pipe
2
2-
1
Pipe 22-2
SHEET
EC3.1
EC3.2
MATCHLINE SHEET EC3.1
MATCHLINE SHEET EC3.2
LAKE
J
A
M
E
S
R
O
A
D
30
'

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A
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B
U
F
F
E
R
3
0
'

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EAM

BU
F
F
E
R
ONE INCH =ONE-HUNDRED TWENTY FEET
50' BUFFER100' LAKE BUFFER100' LAKE BUFFER50' BUFFER50' BUFFE
R
100'
L
A
K
E

B
U
F
F
E
R
10
0
'

B
U
F
F
E
R
50
'

B
U
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x
TTTTT
TT TTTT
T
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TTT
T
TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
T
T
TTTTTTTTTTTTT
T
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TT
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TTTTTTTT
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TTTTT
TTTTT
T
T
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T
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T
TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
TTT
T
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T
T
TTTTTT TTTTTTTTTTTTTTTTTTTTTTTTTT
T
T
T
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T
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TTT
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TTTTTTTTTTTTTTTTT
TTTTTTTT
T
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TTTTT
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TTT TTTTT
TTTT
TTTTTTTTTTTTTTTTTTTTTTTMATCHLINE SHEET EC3.1
MATCHLINE SHEET EC3.2
Black Bear Access Area, Lake James
6514 Lake James Road
Marion, NC 28752
Latitude: 35.746326° N
Longitude: -81.970221° W
FERC Project No. 2232
Approximately 164 acres
PHASE 3 Disturbance Area and FULL
LOD: 21.20 acres
VICINITY MAP
(NOT TO SCALE)LAKEVIEWDR NSR-15
5
1
SR-15
5
2
LAKE J
A
ME
S
R
O
A
D
N
P
E
A
K

D
R
SR-158
8TO HWY-221TO SR-
1
26
LAKE
JAMES
SUBJECT
PROPERTY
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT CONTROL
PHASE 3
EC3.0
PHASE 3 EROSION CONTROL SEQUENCE:
1.INSTALL SILT FENCE OR COIR LOG ALONG DOWNHILL SIDE OF ALL TRAILS,
PARALLEL WITH CONTOURS PRIOR TO CLEARING.
2.CLEAR NO MORE THAN 500-FEET OF NEW TRAIL BEFORE FINISHING THE TRAIL
TREAD AND BACKSLOPE. STABILIZE BACKSLOPE WITH DEAD VEGETATION, ROCKS
LEAF LITTER, AND OTHER APPROVED NATURAL MATERIAL IMMEDIATELY AFTER
2.FINE GRADE OTHER REMAINING SITE ELEMENTS INCLUDING THE DUMPSTER
AREA, AND RV SITES.
3.SEED DISTURBED AREAS. TEMPORARY SEEDING SHALL BE INSTALLED WITHIN
7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
4.ONCE SITE IS FULLY STABILIZED, REMOVE TEMPORARY EROSION CONTROL
MEASURES.
SCALE 1" =
0 30020010010050
100'
x x x x x x x x
x
x
x
x
x
x
x
x
x
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xTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
TMATCHLINE SHEET L3.1
MATCHLINE SHEET L3.2
MATCHLINE SHEET L3.1
MATCHLINE SHEET L3.5
MATCHLINE SHEET L3.1MATCHLINE SHEET L3.1
S65°
5
6'
4
5.
1
3
"
W
33'S34° 04' 08.14"W113'S31°
57
'
26
.15
"E118'
N73°
1
2
'

1
7
.
6
1
"
W
28'
S
4
2
°

1
7
'

4
5
.
6
1
"E
1
1
0
'S11° 38' 58.21"W35'L=152,R=63L =2 0 4 ,R =1 2 3
L=268,R=263SHEET
EC3.1
MATCHLINE SHEET EC3.1
MATCHLINE SHEET EC3.2
LAKE
J
A
M
E
S
R
O
A
D
0+0
0
1+0
0
2
+
0
0
3+004+005+00
6+00
7+00
8+00
0+00
1+002
+
0
0
SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 3
EC3.1
x x
PHASE 3 LIMITS OF
DISTURBANCE
21.20 ACRES
TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTxxxxx xxxxxS34° 04' 08.14"W113'S54°
5
6'
2
0.
5
4"
W
141'S15° 17' 17.69"E103'L=109,R=300L=245,R=200L=108,R=192Pipe 13Pi
p
e

1
4
Pipe 22-2
MATCHLINE SHEET EC3.1
MATCHLINE SHEET EC3.2
30
'

S
T
R
E
A
M

B
U
F
F
E
R
3
0
'

S
T
R
EAM

BU
F
F
ER
3
+
0
0
4
+
0
0
5+006+007+
0
0
8+00
9+00
10+
0
0
11+00SCALE 1" =
0 9060303015
30'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CAP
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL PHASE 3
EC3.2
x x
PHASE 3 LIMITS OF
DISTURBANCE
21.20 ACRES
HILLSIDE APPLICATION
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL DETAILS
EC4.0
x x
D = PIPE DIA. IN INCHES
Dmax = MAXIMUM STONE SIZE (1.5 x d50)
D
3xD
D
1
2
FILTER FABRIC
La
1.5 x Dmax
W= D + La
FOR METHOD SEE 8.06 OF NC EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL
BETWEEN PARALLEL STRIPS
THROUGH TUNNELING RATHER THAN CUTTING OPEN TRENCHES.
A TWO (2") FILL OF TOPSOIL OR MULCH.
TRENCHING OR PAVING BE DONE WITHIN THE PROTECTION AREA.
TREE ROOTS FROM EXCESSIVE COMPACTION DURING CONSTRUCTION.
NO EQUIPMENT SHALL PASS OR BE PARKED WITHIN TREE PROTECTION ZONES TO PROTECT
ZONES. NECESSARY INSTALLATION THROUGH PROTECTION ZONES SHALL BE ACCOMPLISHED
UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND AND AWAY FROM TREE PROTECTION
NO CHANGE IN GRADE SHALL BE PERMITTED WITHIN THE TREE PROTECTION ZONE EXCEPT FOR
OR VEHICLES SHALL BE PLACED OR DEPOSITED WITHIN THE PROTECTION AREA NOR SHALL ANY
NO BUILDING MATERIALS, DIRT, DEBRIS, OILS, PAINTS, OR ANY OTHER MATERIALS, EQUIPMENT,
UTILIZED TO MARK TREE SAVE AREAS WHICH ARE REMOTE FROM AREAS OF LAND DISTURBANCE.
PASSIVE FORMS OF TREE PROTECTION - SUCH AS CONTINUOUS ROPE OR FLAGGING MAY BE
PLACE UNTIL ALL CONSTRUCTION AND GRASSING OPERATIONS ARE COMPLETE.
RECOMMENDED FOR THE BARRIER MATERIAL. THE RIBBONS AND BARRIERS SHALL REMAIN IN
ZONE OR AREA. USE OF ORANGE POLYETHYLENE SAFETY FENCING OR SIMILAR MATERIAL IS
FROM THE TRUNK OF THE TREE. THIS ENCLOSED AREA SHALL BE THE TREE PROTECTION
BE PLACED AT THE DRIP LINE OF THE TREE WHERE PRACTICAL BUT NO LESS THAN FIVE FEET
BY PEOPLE AND VEHICLES SHALL BE ERECTED AROUND TREES TO REMAIN. BARRIERS SHALL
A FOUR FOOT HIGH BARRIER SUFFICIENTLY PROMINENT VISUALLY TO PREVENT ENCROACHMENT
TREES TO BE PRESERVED SHALL BE FLAGGED WITH BLUE RIBBON ENCIRCLING THE TRUNK AND
PRIOR TO COMMENCING SITE CONSTRUCTION OR CLEARING (THE LAND DISTURBANCE AREA)
5.
4.
6.
3.
2.
TREE PROTECTION:
1.
ORANGE
4' HEIGHT MIN.
TREE PROTECTION FENCING TO BE PLACED
AROUND THE DRIPLINE OR OUTER EDGE
STEEL "T" POSTS
EXISTING GRADE
MAX 10' O.C.
SECTION
OF THE TREE CANOPY
CONSTRUCTION FENCE
NOT TO SCALE
2
1
DITCH OUTFALL
1" WASHED STONE FILTER
RIP RAP
CROSS SECTION
TENAX MULTI-MAT
9"MIN.
1
2
DITCH OUTFALL
EXTEND TENAX MULTI-MAT OR EQUAL
10' BEYOND OUTLET PROTECTION OR WHERE
NOTCHED WEIR
OR EQUAL
PLAN VIEW
STRAW WATTLE
STRAW WATTLE
5 FT.
MAX.
NOTCH
BOTH SIDES
AND ALONG EDGE OF SWALE CHANNEL
PATTERN +/-5' APART
DIRECTION OF
WATER FLOW
4 STAPLES IN ROW ALONG END
STAPLES IN ALTERNATING
.091" DIA. OR LARGER: U SHAPED
6" LEGS OR APPROVED EQUAL
WOOD/BIODEGRADABLE STAPLES
NOTE:
IS TO BE STAPLED 2' O.C.
OVERLAP
6" MIN.
THE MOST UPSLOPE EDGE OF
EROSION CONTROL BLANKETS
NOT TO SCALE
DOUBLE SIDED BIODEGRADABLE
STRAW BLANKET (NORTH AMERICAN GREEN BIONET
BLANKET), BIODEGRADABLE JUTE MATTING OR
EQUIVALENTAND STAPLE.
FROM THE TRENCH. OVERLAP END OF TOP STRIP 6"
SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN
4" OR MORE IN DEPTH. TAMP THE TRENCH FULL OF SOIL.
BURY THE TOP END OF THE MAT IN A TRENCH
ALLOW 3" OVERLAP
1-1/2"
10"
TEMPORARY/ PERMANENT
SEEDING ON BANKS
CONTROL MATTING SPECIFICATIONS)
(STAPLES PER EROSION
PERMANENT SEED MIX
MATTING TUCKED AT EDGE AND STAPLED
THROUGH FOLD TO SECURE
DOUBLE SIDED BIODEGRADABLE
STRAW BLANKET (NORTH AMERICAN GREEN BIONET
BLANKET), BIODEGRADABLE JUTE MATTING OR
EQUIVALENT
ATTACH T-POST OR TREATED
2X4 HORIZONTALLY TO POSTS
TO FORM A CONTINUOUS TOP BAND
STRAW WATTLE, INSTALLED ACCORDING
TO MANUFACTURERS SPECIFICATIONS
ADDITIONAL STAKES THROUGH WATTLE
AROUND PERIMETER TO STABILIZE
WRAP WATTLE ONTO
ITSELF AND CONTINUE
BUILDING UP,
IF NECESSARY
METAL POSTS DRIVEN INTO EXISTING GRADE
AT 45° ANGLE OVER WATTLE
"TRENCH" WATTLE INTO
GROUND 14 OF
WATTLE THICKNESS
NOTE: ILLUSTRATION DEPICTS A LOW POINT CATCH BASIN. IF INLET
PROTECTION IS APPLIED AT HEADWALL OR SINGLE-SIDED INLET
STRUCTURE, METAL POSTS MAY NOT BE REQUIRED, HOWEVER, WATTLE
IS TO BE KEYED INTO BANK ON BOTH SIDES OF INLET.
ANCHOR TO GRADE
DITCH MEETS ANOTHER LINER MATERIAL
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL DETAILS
EC4.1
COMPACTED SOIL
2' Min.
4' Min.
3
1TYP.
Inlet
Dike 4' Min.
Level Section
Rip Rap Apron
Plastic Pipe
15"Ø Cor.
Typ. Staple for Slope
#3 Rebar Anchor
Drain. Place max of
10' O.C., 15'' Min Depth
15'' Min.10' O.C.
Dike
PLAN VIEW
INSTALLATION:
1.SILT FENCES SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2.INSTALL MINIMUM 10' (OR GREATER AS SPECIFIED ON PLANS) CHECKS (TIE-BACKS) AT END TO
PREVENT FLOWS FROM BY-PASSING SILT FENCE, AND EVERY 50'-100' WHERE SILT FENCE IS
INSTALLED WITH SLOPE AND CONCENTRATED FLOWS ARE EXPECTED ALONG FENCE.
3.SILT FENCE SLURRY FLOW RATE TO BE 0.3 GPM/FT², LESS THAN THE CLEAR WATER FLOW RATE OF
10 GPM/FT².
1.INSPECT AND REPAIR SILT FENCE AT LEAST ONCE EVERY CALENDAR WEEK..
2.SEDIMENT SHALL BE REMOVED WHEN IT IS 1/3 THE HEIGHT OF THE SILT FENCE.
3.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
4.UPON PROJECT COMPLETION, THE SILT FENCE SHALL BE REMOVED AND HAULED OFF-SITE. ANY
DEPOSITED SEDIMENT SHALL BE PROPERLY GRADED AND SEEDED.
COMPACTED
EARTH
24" MIN.18" TO 24"6 F
T
.

M
A
X
I
M
U
M

S
P
A
C
I
N
G
BURY AT LEAST 12 INCHES
OF FILTER FABRIC
HEAVY DUTY PLASTIC TIES
(EVENLY SPACED, RESTRICTED
TO TOP 8 INCHES OF FABRIC)
MIRAFI 100X SILT FENCE FABRIC
(OR ENGINEERING APPROVED
EQUAL - SEE NOTE #3)
BACKFILL TRENCH
WITH COMPACTED
EARTH
FILTER FABRIC
ISOMETRIC VIEW
1.25 LB./LF STEEL POST
WIRE-BACKED
TY
P
E

S

(
S
E
N
S
I
T
I
V
E
)

-

4

F
T
.

M
A
X
I
M
U
M

S
P
A
C
I
N
G
NOTE:
TYPE S (SENSITVE) FENCE
REQUIRES WOVEN WIRE
FENCE OR ALTERNATE
BACKING
END OF ROW: TURN UP SILT
FENCE AT ENDS TO ENSURE
APPROPRIATE TRAPPING OF
SEDIMENT
SILT FENCE
3 FT. MINIMUM SPACING
5 FT. MAXIMUM SPACING
10' ROCK CHECK EVERY 50-100'
ALONG SILT FENCE AS SHOWN
ON PLAN. USE CLASS B RIP RAP
LINED WITH #57 STONE ON
FLOW SIDE
SEDIMENT TRAP PLAN VIEW
W
SECTION B - B
SECTION A - A
SEDIMENT TRAP - GENERAL NOTES
1.Sediment traps should not be placed in Waters of the State or USGS blue-line streams (unless
approved by Federal Authorities).
2.The rock outlet structure shall consist of 12-inch D50 riprap. The upstream face of this outlet
shall consist of a 1-foot thick layer of 1-inch D50 washed stone. The maximum steepness of the
rock outlet structure shall be 2:1.
3.Both the rock outlet and the stone apron shall have an underlying layer of non-woven
geotextile filter fabric.
4. All internal side slopes of the sediment trap should be 2.5:1 or flatter.
5.A sediment cleanout stake should be installed and marked to remove sediment at 50% of the
sediment storage volume.
7.After construction of each sediment trap, the area disturbed to construct the trap should be
promptly stabilized, including all side slopes.
8.The following sediment trap requirements shall be maintained:
- Maximum embankment height shall be 5-feet.
- Maximum riprap outlet height shall be 3.5-feet.
- Minimum flow length at top of riprap outlet shall be 5-feet.
SEDIMENT TRAP - INSPECTION AND MAINTENANCE
1.The key to a functional sediment trap is weekly inspections, routine maintenance and regular
sediment removal.
2.Attention to sediment accumulations within the trap is extremely important. Accumulated
sediment deposition should be continually monitored in the trap and removed when
necessary.
3.Remove accumulated sediment when it reaches 50% of the designed
sediment storage volume as marked by the cleanout stake.
4. Removed sediment from the trap shall be placed in stockpile storage areas or spread thinly
across the disturbed area. Stabilize the removed sediment after it is relocated.
5.Regular inspections of sediment traps should be conducted once every calendar week and, as
recommended and within 24-hours after each rainfall event that produces ½-inch or more of
precipitation.
6. Disturbed areas resulting from the removal of the sediment trap should be permanently
stabilized and additional BMPs, such as silt fence, should be utilized to handle stormwater
runoff from this disturbed area until final stabilization is reached.
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:
1542NORTH C A R
O
L
I
NADAV
ID P . T U CHREGISTERED L A N D S CA
P
E
ARCHITECTDuke Energy CorporationBLACK BEAR ACCESS AREAMarion, NC 287526514 Lake James Road100% CDS
February 15, 2021
AS SHOWN
EROSION &
SEDIMENT
CONTROL DETAILS
EC4.2SLOPEINSTALLATION:
1.TO SLOW EROSION, PERFORM SURFACE ROUGHENING (TRACKING) AS SOON AS POSSIBLE AFTER
VEGETATION HAS BEEN REMOVED FROM SLOPE.
2.CLEAT IMPRINTS SHOULD BE PARALLEL TO THE SLOPE.
3.USE TRACKING WITH TEMPORARY SEEDING AND MULCHING TO STABILIZE AN AREA.
4.PERFORM TRACKING IMMEDIATELY AFTER GRADING ACTIVITIES HAVE CEASED (TEMPORARILY OR
PERMANENTLY) IN AN AREA.
5.AVOID EXCESSIVE COMPACTING OF THE SOIL SURFACE WHEN TRACKING SINCE SOIL COMPACTION
INHIBITS VEGETATION GROWTH AND CAUSES HIGHER RUNOFF RATES. AS FEW PASSES AS
POSSIBLE SHOULD BE MADE WITH THE MACHINERY TO MINIMIZE COMPACTION.
INSPECTION AND MAINTENANCE:
1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR
WEEK.
2.IF RILLS (SMALL WATERCOURSES THAT HAVE STEEP SIDES AND USUALLY ARE ONLY A FEW INCHES
DEEP) APPEAR, RE-GRADE , RE-ROUGHEN AND RE-SEED IMMEDIATELY.
DOZER TREADS CREATE CLEAT
IMPRINTS PARALLEL TO THE SLOPE
CONTOUR
AREA SHOULD BE SEEDED AND
STABILIZED IMMEDIATELY.
NOTES:
1.SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR IF STOCKPILE AREA IS
LOCATED ON/NEAR A SLOPE THE SILT FENCE IS TO EXTEND ALONG CONTOURS OF THE
DOWN-GRADIENT AREA.
2.IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, TEMPORARY STABILIZATION MEASURES
MUST BE IMPLEMENTED.
3.SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN REMOVED OR
PERMANENTLY STABILIZED.
4.THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY INSPECTIONS, ROUTINE
MAINTENANCE, AND REGULAR SEDIMENT REMOVAL.3:13
:
1
SILT FENCE
(SEE DETAIL)
SOIL/SEDIMENT
STOCKPILE AREA
ORIGINAL GROUND SURFACE
10"
(TYP.)
SEEDING SCHEDULE
1.SEE PLANTING & REVEGETATION SPECIFICATIONS FOR MORE INFORMATION
ON SEED APPLICATION AND ESTABLISHMENT.
2.CONTRACTOR TO KEEP RECORD OF SEED PURCHASE AND APPLICATION
RATES FOR FINAL INSPECTION (BAGS & RECEIPTS).
3.GROUND STABILIZATION REQUIRED IN (7) SEVEN DAYS ON PERIMETER AREAS
AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION IN (14) DAYS ON
OTHER AREAS
2' Min.
3
1TYP.
Inlet
Dike 4' Min.
Rip Rap Apron
Plastic Pipe
15"Ø Cor.10' O.C.
DikeSUMMERFALLTEMPORARY SEEDING MUST OCCUR WHEN DENUDED AREAS WILL NOT BE
BROUGHT TO FINAL GRADE WITHIN 7 CALENDAR DAYS (SEE NOTE 3 ABOVE).
TEMPORARY SEEDING SCHEDULE
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
PARTRIDGE PEA 10
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50
lb/acre.
SEEDING DATES: May 15-Aug 15
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Feb 1-May 15
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of
50 lb/acre.
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Aug 15-Dec 30
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50 lb/acre.
SOIL AMENDMENTS:
Follow recommendation of soil tests. Use only amendments safe for riparian areas.
MULCH:
Apply 4,000 lb/acre straw. Anchor straw by tacking.
MAINTENANCE:
Refertilize if growth is not fully adequate. Topdress with 50 lb/acre of nitrogen in March (if
applicable). If it is necessary to extend temporary cover beyond June 15th overseed with
mixes provided. Reseed, re-fertilize and mulch immediately following erosion or other
damage.
PERMANENT SEEDING SCHEDULE
SOIL AMENDMENTS: Physically or chemically treat all exotic invasive plants before amending soil. Apply
lime and fertilizer according to soil tests or apply 4,000 lb/acre ground agricultural limestone and 1,000
lb/acre 5-10-10 fertilizer.
SOIL PREPARATION: Soil impacted by construction must be loosened prior to seeding by means of disking
or raking. Seedbed shall be well-pulvarized, loose, and uniform. All stones larger than three (3) inches,
sticks, roots, and other extraneous materials shall be removed. Apply seed uniformly with a cyclon seeder,
drop-type spreader, drill or hydro-seeder. Cover broadcast seed by lightly raking, then firm surface with
roller or cultipacker. Cut or disc temporary seeding cover crop prior to seeding.
SEED PREPARATION:
If banks exceed 4:1, apply seed, lime, and apply mulch.
MULCH:
Apply 4,000-5,000 lb/acre grain straw or equivalent cover of another suitable, weed-free mulching material.
Use a spray-on growth (mulch) matrix (Flexterra FGM or equal) for slope embankments that exceed 3:1
slopes.
MAINTENANCE:
Mow or cut back no more than once a year. Refertilize in the second year unless growth is fully adequate.
Reseed, fertilize, and mulch damaged areas immediately. Weed during first 2 years of establishment.
RWINTER &EARLY SPRINGPERMANENT SEEDING MUST OCCUR WITHIN 14 CALENDAR DAYS OF FINAL GRADING.
COVER CROPS (TEMPORARY SEEDING) TO BE ADDED TO PERMANENT SEEDING MIXES IF NO
TEMPORARY SEEDING HAS BEEN PLACED PREVIOUSLY.
PERMANENT SEEDING MIXES: RATE (LB/ACRE)
"RIPARIAN BUFFER MIX" (ERNMX #178): 20
"GRASS MIX" (ERNMX #114): 100
"RAINGARDEN MIX" (ERNMX #180-2)20
·"Grass Mix" seeding to be applied to all shoulders and and drainage ditches unless
otherwise noted.
·"Riparian Buffer Mix" seeding to be applied in all other locations.
·"Raingarden Seed Mix" seeding to be applied as noted on plans.
·The seed mixes above are listed in the specifications and available at ERNST
CONSERVATION SEEDS (800.873.3321). Local sources of similar seed mix may be used
(to be approved by Landscape Architect in writing).GENERALCOVER OVER PIPE AS NECESSARY