20140532 Ver 2_EC & Upgrade Plans_20150818

Strickland, Bev
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VICINITY MAP N.T.S.
SITE DATA:
WLL—L, � - I \\ F[Lj \_ /% 1�
FOR
THE P=. S C.U3 GOLF COURSE HOLE IMPROVEMENTS
HOLE 47 �O_= 77 A D 18
ZONING: GR (GENERAL RESIDENTIAL)
TAX PARCEL I.D. #: 00164166, 00161132, & 00159153
DEED REFERENCE: DB. 11004 PG. 474
MB. 24 PG. 243, MB. 24 PG. 269
HOLE 4 SITE AREA: 7.08 ACRES o D I�
HOLE 7 SITE AREA: 3.82 ACRES
HOLE 18 SITE AREA: 12.04 ACRES /
TOTAL SITE AREA: 22.94 ACRES
PROPOSED USE: MAINTENANCE
WATERSHED BASIN: LAKE NORMAN -'
DENUDED ACREAGE:
HOLE 4 DENUDED AREA: 1.11 ACRES
HOLE 7 DENUDED AREA: 1.03 ACRES
HOLE 18 DENUDED AREA: 0.26 ACRES
TOTAL DENUDED AREA: 2.40 ACRES
SOIL TYPES:
THE PENINSULA CLUB, INC.
##
JARED NEMITZ
CeB2, CeD2, MO, W
19101 PENINSULA CLUB DR
COVER
CORNELIUS, NC 28031
TOTAL SWIM /WATER QUALITY IMPACTS:
(704) 896 -4916
EMAIL:
Jared .Nemitz @thepeninsulaclub.com
SWIM /WATER QUALITY HOLE 4:
0.18
ACRES
(Fj 340')
SWIM /WATER QUALITY HOLE 7:
0.61
ACRES
(1,240')
SWIM /WATER QUALITY HOLE 18:
0.26
ACRES
(480')
TOTAL SWIM /WATER QUALITY:
1.05
ACRES
THE PENINSULA CLUB, INC.
o
Know what's below.
0111 before you dig.
PRELIMINARY
NOT FOR CONSTRUCTION
08/11/15
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LAKE
NORMAN
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MECKLENBURG COUNTY, NC
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AUGUST 2015
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OVERALL SITE
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CAR0% 8020 Tower Point Drive
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Charlotte, NC 28227
3 5 - Phone: [phone] Fax: [phone]
FNGI F -1222
ail VW11 www. m ckim creed. com
0
HOLE 18
i
O
CD
OLE
I
O
LAKE
NORMAN
OWNER /DEVELOPER
NAME:
THE PENINSULA CLUB, INC.
##
JARED NEMITZ
ADDRESS:
19101 PENINSULA CLUB DR
COVER
CORNELIUS, NC 28031
PHONE #:
(704) 896 -4916
EMAIL:
Jared .Nemitz @thepeninsulaclub.com
ENGINEER
NAME:
MCKIM & CREED, INC.
4
MATT BARE, PE
ADDRESS:
8020 TOWER POINT DRIVE
5
CHARLOTTE, NC 28227
PHONE #:
(704) 841 -2588
EMAIL:
[e-mail]
PROPERTY OWNER
NAME:
THE PENINSULA CLUB, INC.
CE -501
JARED NEMITZ
ADDRESS:
19101 PENINSULA CLUB DR
VX -101
CORNELIUS, NC 28031
PHONE #:
(704) 896 -4916
EMAIL:
Jared. Nemitz ®thepeninsulaclub.com
CONTRACTOR
NAME:
CBC STONE & RECYCLING, LLC
CHIP BRIDGES
ADDRESS:
638 OAK RIDGE FARM HWY
MOORESVILLE, NC 28115
PHONE #:
(704) 660 -5111
EMAIL:
cbcseawalls @windstream.net
SHEET INDEX
SHEET #
FILE
##
DESCRIPTION
1
G -001
COVER
2
CS -001
NOTES
3
CE -100
OVERALL EROSION CONTROL
4
CE -101
HOLE 4
5
CE -102
HOLE 7
6
CE -103
HOLE 18
7
CE -501
EROSION CONTROL DETAILS
8
VX -101
FERC BOUNDARY SURVEY
9
VX -102
FERC BOUNDARY SURVEY
10
VX -103
FERC BOUNDARY SURVEY
ORIGINAL DATE LAST
ISSUE DATE REVISED REVISION
08/11 /15 — —
08/11 /15 — —
08/11 /15 — —
08/11 /15 — —
08/11 /15 — —
08/11 /15 — —
08/11 /15 — —
08/10/15 — —
08/10/15 — —
08/10/15 — —
The
'L fill.
M &C FILE # G -001
DWG NAME 1 - COVER.DWG

GENERAL NOTES
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES
AND ASSURING THAT EXISTING UTILITIES ARE LOCATED AND VERIFIED
HORIZONTALLY AND VERTICALLY PRIOR TO BEGINNING CONSTRUCTION. NO
SUBSURFACE SURVEY OR SURVEY HAS BEEN COMPLETED AT THE THIS TIME.
UTILITIES SHOWN ARE APPROXIMATE AND BASED OFF OF FIELD MEASUREMENTS
AND CIS INFORMATION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC.
AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING
TO STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
AND /OR THE TOWN OF CORNELIUS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926
SUBPART. P, OR AS AMENDED.
5. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE TOWN OF CORNELIUS PRIOR
TO WORK WITHIN THE RIGHT -OF -WAY.
6. SHOULD TRAFFIC CONTROL BE NEEDED, THE CONTRACTOR SHALL COORDINATE
WITH THE PROPERTY OWNER AND /OR ENGINEER.
7. CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE APPROPRIATE TRAFFIC
CONTROL MEASURES PER THE TOWN OF CORNELIUS AND /OR NCDOT STANDARDS
WHERE CONDITIONS WARRANT.
8. ALL STORM DRAINAGE STRUCTURE LOCATIONS THAT ARE SHOWN ON PLANS ARE
APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR.
9. CONTRACTOR SHALL NOTIFY ENGINEER IF A DISCREPANCY IS FOUND.
10. ONLY THE LOCATIONS SHOWN ON THE FERC BOUNDARY SURVEY WERE FIELD
LOCATED /SURVEYED. ALL OTHER INFORMATION SHOWN IS BASED FROM CIS AND
FIELD VISITS.
11. CONTRACTOR SHALL FIELD ADJUST EROSION CONTROL MEASURES TO CONFORM
WITH EXISTING CONDITIONS.
12. THE PURPOSE OF THESE PLANS ARE TO SHOW THE EROSION CONTROL MEASURES
FOR THE PROPOSED ENHANCED BOULDER WALL TO REPLACE THE EXISTING
WOODEN BULKHEAD /SEAWALL THAT HAS BEEN FAILING IN SEVERAL LOCATIONS
OVER THE LAST SEVERAL YEARS.
13. McKIM & CREED, INC. HAS NOT PERFORMED ANY GEOTECHNICAL NOR
STRUCTURAL ANALYSIS ON PROJECT. THE CONTRACTOR /OWNER IS ENCOURAGED
TO PERFORM SUCH ANALYSIS.
SWIM STREAM BUFFER NOTES:
1. THE STREAMSIDE ZONE OF THE BUFFER MUST BE LEFT COMPLETELY UNDISTURBED.
IN THE MANAGED USE ZONE, A LIMITED NUMBER OF TREES CAN BE REMOVED
PROVIDED THAT THE TREE DENSITY REMAINING IS A MINIMUM OF 8 HEALTHY
TREES OF A MINIMUM 6 -INCH CALIPER PER 1,000 SQUARE FEET. REMOVAL OF
EXISTING VEGETATION MUST BE PERFORMED IN SUCH A MANNER AS TO PREVENT
DAMAGE TO THE ROOTS OF REMAINING TREES.
2. PLANS CLEARLY INDICATE THAT NO FILL MATERIAL IS TO BE BROUGHT INTO THE
BUFFER AND THAT NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER
AREAS (EXCEPT NON- COMMERCIAL OUT BUILDINGS NOT EXCEEDING 150 SQUARE
FEET).
3. GRADING AND OTHER LAND - DISTURBING ACTIVITIES ARE ALLOWED ONLY IN THE
UPLAND ZONE; HOWEVER, THESE ACTIVITIES MUST BE PERFORMED IN SUCH A
MANNER AS TO PREVENT DAMAGE TO THE ROOTS OF REMAINING TREES. GRASS
OR OTHER SUITABLE GROUND COVER CAN BE APPLIED TO THE UPLAND ZONE.
4. THE OUTSIDE BOUNDARY OF THE BUFFER MUST BE CLEARLY MARKED WITH
ORANGE FABRIC FENCING PRIOR TO ANY LAND - DISTURBING ACTIVITIES (GRADING,
TREE - CUTTING OR STUMPING, ETC.) AT THE SITE AND THIS FENCING MUST BE
CALLED OUT ON THE PLANS.
5. THE OUTSIDE BOUNDARY OF THE STREAM BUFFER MUST BE PERMANENTLY
MARKED WITH AN IRON PIN OR OTHER ACCEPTABLE PROPERTY CORNER MARKER
AT STREET CROSSINGS AND THIS MARKER MUST BE CALLED OUT ON THE PLANS.
6. ANY ACTIVITY IN THE BUFFER MUST ALSO COMPLY WITH THE APPLICABLE ZONING
ORDINANCE.
7. STREAM BUFFERS MUST BE SURVEYED AND CLEARLY MARKED IN THE FIELD PRIOR
TO THE PERCONSTRUCTION MEETING WITH THE WATER QUALITY STAFF.
SEEDBED PREPARATION NOTES:
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3"
DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION AT
FINISHED GRADES SHOWN SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS /1000 S.F. OF SUPERPHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING
SEEDBED PREPARATION.
7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD
CONDITION.
8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER MULCH IS
SPREAD.
9. ALL SLOPES GREATER THAN 2.5:1 SHALL BE STABILIZED WITH JUTE MESH.
EROSION CONTROL NOTES:
1. ALL "STD." NUMBERS REFER TO THE MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS
MANUAL.
2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE
APPROPRIATE REGULATORY AGENCY.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. SOIL STABILIZATION SHALL BE REQUIRED ON ANY AREA OF A SITE WHERE LAND - DISTURBING
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
i) ALL PERMIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY.
ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY.
6. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR 30 CALENDAR
DAYS WHICHEVER IS SHORTER. ALL OTHER AREAS, 15 WORKING DAYS OR 90 CALENDAR
DAYS WHICHEVER IS SHORTER. REFER TO EROSION CONTROL FOR ADDITIONAL
REQUIREMENTS.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTY.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'
REQUIRE ADEQUATE TERRACING [MCLDS #30.16]. SOILS ENGINEER TO VERIFY STABILITY OF
SLOPES GREATER THAN 2:1.
9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM
THE AFFECTED PROPERTY OWNERS.
10. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ARCE THAT
WAS NOT PREVIOUSLY APPROVED.
11. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY
MUST BE PRESENTED AT PRE - CONSTRUCTION MEETING.
12. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS
IN THE BMP DESIGN MANUAL.
13. SURFACE WATER DRAW DOWN DEVICES (RISERS OR SKIMMERS) SHHALL BE INSTALLED IN ALL
SEDIMENT BASINS. FOREBAYS SHALL BE USED IN CONJUNCTION WITH ALL SEDIMENT BASINS.
ROCK FOREBAY EMBANKMENTS MAY BE USED IN LIEU OF POROUS BAFFLES.
14. POLYACRYLAMIDES (PAM) SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOLIDS
WHENEVER A SEDIMENT TRAP, BASIN, PIT, HOLE, OR BUILDING FOUNDATION IS BEING PUMPED
OUT TO REMOVE SEDIMENT LADEN WATER. PAM IS NOT REQUIRED WHEN ANY OF THE ABOVE
IS BEING PUMPED TO AN APPROVED SEDIMENT BASIN ON SITE. THIS ACTIVITY MUST BE
INSPECTED AND APPROVED BY THE MECKLENBURG COUNTY EROSION CONTROL INSPECTOR.
15. DOUBLE SILT FENCE SHALL BE USED ALONG WETLANS, STREAMS, LAKES OR OTHER SURFACE
WATER BODIES AS WELL AS ADJACENT TO ALL SWIM OR OTHER WATER QUALITY BUFFERS.
HIGH HAZARD SILT FENCE WITH WIRE BACKING AND WASHED STONE WILL BE INSTALLED AS
DETERMINED NECESSARY BY THE COUNTY ENGINEER OR FIELD INSPECTOR.
16. THE AMOUNT OF UNCOVERED AREA AT ANY ONE TIME SHALL BE LIMITED TO NO MORE THAN
20 ACRES, UNLESS APPROVED BY THE COUNTY ENGINEERING.
17. A 10 -FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF
DRAINAGE FEATURES SUCH AS INTERMITTENT AND PERENNIAL STREAMS, PONDS, AND
WETLANDS. INCIDENTAL DRAINAGE IMPROVEMENTS OR REPAIRS WILL BE PERMITTED WITHIN
THE BUFFER AS APPROVED BY COUNTY STAFF.
18. INSTALLATION OF TEMPORARY GROUND COVER OR SEEDING MUST BE PERFORMED WITHIN 5
WORKING DAYS OR SLOPE DRAINS INSTALLED AFTER FILL SLOPES ARE BROUGHT UP TO
HEIGHT.
19. PERMANENT TERRACES SHALL BE INSTALLED ON 2:1 OR STEEPER SLOPES OVER 19 FEET IN
HEIGHT TO REDUCE RUNOFF VELOCITY COMING DOWN THE SLOPES.
20. THE TOTAL DENUDED AREA IS 2.4 AC. THE SOIL CLASSIFICATIONS ARE: W, Mo, CeB2, AND
CeD2 THROUGHOUT THE DENUDED AREAS.
21. ROCK /WATTLE CHECK DAMS TO BE SPACED A MAXIMUM OF 100 FEET ALONG ALL
TEMPORARY DIVERSION DITCHES AND PERMANENT DRAINAGE SWALES IN ORDER TO MAINTAIN
A NON- EROSIVE VELOCITY OF LESS THAN 5FT /SEC FOR THE 10 -YEAR STORM EVENT.
22. NO WORK IS TO TAKE PLACE IN, OR ADJACENT TO ANY WETLAND AND /OR STREAM IMPACTS
UNTIL APPROVAL HAS BEEN GRANTED BY THE APPROPRIATE REGULATORY AGENCY.
23. IF NECESSARY, SLOPES THAT EXCEED (8) VERTICAL FEET SHOULD BE STABILIZED WITH
SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY
TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE
NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
24. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS
OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE -HALF (2) INCH. DAMAGED OR
INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
25. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING
IMMEDIATELY AFTER THE DISTURBANCE.
26. 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 EROSION CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND /OR OFFSITE
SEDIMENTATION. ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
27. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO
EXISTING PAVED ROADWAY AREAS DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR
SHALL REMOVE ON A DAILY BASIS MUD /SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
28. TEMPORARY DIVERSION BERMS AND /OR DITCHES MAY BE PROVIDED AS NEEDED DURING
CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUN -OFF AND /OR DIVERT
SEDIMENT LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. COORDINATE WITH
EROSION CONTROL INSPECTOR.
29. THE DEVELOPER SHALL MAINTAIN EACH LAKE, STREAM, CREEK, OR BACKWASH CHANNEL IN
AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE
STREAM ALL DEBRIS, LOGS, TIMBER, JUNK, AND OTHER ACCUMULATIONS. ALL AREAS SHALL
APPEAR IN PRE - CONSTRUCTION CONDITION OR BETTER.
30. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS COMMUNITY ENCROACHMENT
(0.1') FLOODWAY ENCROACHMENT AREA IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE
FLOODWAY REGULATIONS OF THE NORTHERN TOWNS AND MECKLENBURG COUNTY.
31. THE OWNER OR CONTRACTOR SHALL CONTACT THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION AND /OR THE TOWN OF CORNELIUS TO IDENTIFY ANY CONFLICTS.
DEVELOPER AND /OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELATED COST
AND /OR ANY REPAIR COST CAUSED BY THE CONTRACTOR /DEVELOPER.
32. CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES NOT SHOWN ON THESE PLANS TO
REDUCE IMPACTS TO ESTABLISHED GOLF COURSE (GRASS, NATURAL AREAS, TEES, FAIRWAYS,
GREENS, ETC.). CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER TO DISCUSS
ADDITIONAL MEASURES.
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM THE MECKLEBURG
COUNTY LUESA.
2. SET UP AN ON -SITE PRE - CONSTRUCTION CONFERENCE WITH THE FOLLOWING
DEPARTMENTS: LUESA EROSION CONTROL INSPECTOR (ROBERT CLONINGER,
PHONE #980- 721 - 9390), LAND DEVELOPMENT INSPECTOR (TOMMY KEZIAH,
PHONE #[phone]), ZONING INSPECTOR (BRIAN SIFFORD, PHONE #
980.721.0924). FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO
ANY LAND DISTURBING ACTIVITY IS SUBJECT TO FINES.
3. INSTALL SILT FENCE, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON
THE PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL FOR ONSITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR
ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES. MAINTAIN ALL MEASURES AND DEVICES
DAILY, MAKING IMMEDIATE REPAIRS WHEN NEEDED.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET THE EROSION
CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION
CONTROL MEASURES.
7. THE LAKESIDE BOULDERS (3' MINIMUM LENGTH) SHALL BE PLACED FIRST BY
CRANES ON BARGES. ALL BOULDERS SHALL BE PLACED STRATEGICALLY AND
CAREFULLY TO MINIMIZE LAKE SEDIMENT DISTURBANCE. BALLAST STONE AND
THE BOULDERS WILL BE PLACED AGAINST THE EXISTING WOODEN BULKHEAD
WALL. ONCE THE BOULDERS ARE BUILT TO AN ELEVATION ABOVE CURRENT
WATER LEVEL, SEVERAL FEET OF EXISTING SOIL WILL BE REMOVED BEHIND THE
BULKHEAD WALL FROM THE LAND SIDE TO PLACE ADDITIONAL BALLAST STONE
BEHIND THE EXISTING BULKHEAD WALL TO REMAIN. APPROXIMATELY 4' OF THE
EXISTING BULKHEAD WALL WILL THEN BE CUT /REMOVED TO ALLOW THE
ENHANCED BOULDER WALL TO CONTINUE. MIRAFI SHALL BE PLACED TO ENSURE
BASE REINFORCEMENT AND SUBGRADE STABILIZATION. THE BOULDERS WILL
CONTINUE TO BE PLACED ON TOP OF THE MIRAFI AND BALLAST STONE TO BRING
THE ENHANCED BOULDER WALL TO REQUIRED ELEVATION. MINOR ADJUSTMENTS
SHALL BE COMPLETED TO ENSURE STRUCTURAL STABILITY. SEE ENHANCED
BOULDER WALL DETAIL.
8. STABILIZE SITE WITH PERMANENT SEED (COORDINATE WITH OWNER AND NCDENR
INSPECTOR FOR LINER LOCATION AND TYPE). SEE PERMANENT SEEDING
SPECIFICATION.
9. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES. AREAS DISTURBED DURING THIS PROCESS SHALL BE
RESEEDED WITH PERMANENT SEED.
10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S.
DEPT. OF AGRICULTURE, MECKLENBURG COUNTY EROSION CONTROL ORDINANCE,
AND THE CHARLOTTE - MECKLENBURG LAND DEVELOPMENT STANDARDS.
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR
SHALL MAINTAIN CLOSE CONTACT WITH THE INSPECTORS SO THAT PERIODIC
INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
LEGEND
----- - - - - --
BOUNDARY PER DEED
PL PL PL PL
ADJOINING PROPERTY LINE (GIS)
PG.
EASEMENT (AS DESCRIBED)
R/W
EXISTING RIGHT -OF -WAY (GIS)
SWIM SWIM Swill
WATER QUALITY (SWIM) BUFFERS (GIS)
PSDE
EXISTING FEMA 100 YR. FLOOD ZONE (GIS)
- - - .. - .. - - -
FLOODWAY FRINGE
0IRF
FERC BOUNDARY
° ° ° ° ° ° ° U U U
EXISTING WOODEN BULKHEAD /SEA WALL
- 320- -
EXISTING CONTOUR (MAJOR) (GIS)
- - - - - 318 - - - -
EXISTING CONTOUR (MINOR) (GIS)
o 1RV
EXISTING ROAD CENTERLINE (GIS)
EXISTING WOODSLINE (GIS)
■���������■
DENUDED LIMITS
- - --
SILT FENCE
-sF s sF-
SILT FENCE OUTLET
SOILS DELINEATION (GIS)
CeB2
SOIL TYPE (GIS)
o° °oo °oo° °oo ° °oo
°° ° °oo
°o°° °o ° °o
oo °000 °000 °0000
0
TEMPORARY CONSTRUCTION ENTRANCE
o° °o° oo° 0
o °o °° °o°oo °oQ °°oo
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= 2 � 8020 Tower Point Drive
3
57 Charlotte, North Carolina 28227
�� �` Phone: [phone], Fax: [phone]
Glts,. � `2 � F -1222
REV.NO. DESCRIPTIONS DATE EW
r
REVISIONS �f��� www.mckimcreed.com r
FERC
FEDERAL ENERGY REGULATORY COMMISSION
DB
DEED BOOK
PG.
PAGE
R/W
RIGHT -OF -WAY
WSE
WATER SURFACE ELEVATION
PSDE
PUBLIC STORM DRAINAGE EASEMENT
❑ CMF
CONCRETE MONUMENT FOUND
0IRF
IRON ROD FOUND
E
COMPUTED POINT
•
NO POINT SET
R
IRRIGATION CONTROL BOX
o 1RV
IRRIGATION VALVE
WETLAND HERBS
SPECIES
COMMON NAME
Peltandra Virginica
ARROW ARUM
Polygonum Pensylvanicum
PENNSYLVANIA SMARTWEED
Agrostis Alba
REDTOP
Rosa Palustris
SWAMP ROSE
Hibiscus Moscheutos
SWAMP ROSE MALLOW
Justicia Americana
WATER WILLOW
GRASSES
Amphiscarpum Muhlenbergianum
BLUE MAIDENCANE
Arundinaria Gigantean
GIANT CANE
Panicum Hemitomon
MAIDENCANE
Spartina Pectinata
PRAIRIE CORDGRASS
Calamagrostis Canadensis
REED GRASS
Eleocharis Acicularis
SLENDER SPIKERUSH
Juncus Effuses
SOFT RUSH
Scirpus Validus
SOFT STEM BULRUSH
Panicum Virgatum
SWITCH GRASS
SHRUBS
Alnus Serrulato
BROOKSIDE ALDER
Cephalanthus Occidentalis
BUTTONBUSH
Cornus Foemina Racemosa
GRAY STEM DOGWOOD
Cornus Amomum
SILKY DOGWOOD
Aronia Arbutifolia
RED CHOKEBERRY
Cornus Sericea
RED -TWIG DOGWOOD
Myrica Cerifera
WAX MYRTLE
TREES
DESIGNED
Taxodium Distichum
BALD CYPRESS
Salix Nigra
BLACK WILLOW
Betula Nigra
RIVER BIRCH
Plantanus Occidentalis
SYCAMORE
Quercus Nigra
WATER OAK
Quercus Phellos
WILLOW OAK
•
Know what's below.
0111 before you dig.
G.S. 113A -57. MANDATORY STANDARDS FOR LAND - DISTURBING ACTIVITY.
(3) WHENEVER LAND - DISTURBING ACTIVITY THAT WILL DISTURB MORE THAN ONE ACRE IS UNDERTAKEN ON A
TRACT, THE PERSON CONDUCTING THE LAND - DISTURBING ACTIVITY SHALL INSTALL EROSION AND SEDIMENTATION
CONTROL DEVICES AND PRACTICE THAT ARE SUFFICIENT TO RETAIN THE SEDIMENT GENERATED BY THE
LAND - DISTURBING ACTIVITY WITHIN THE BOUNDARIES OF THE TRACT DURING CONSTRUCTION UPON AND
DEVELOPMENT OF THE TRACT, AND SHALL PLANT OR OTHERWISE PROVIDE A PERMANENT GROUND COVER
SUFFICIENT TO RESTRAIN EROSION AFTER COMPLETION OF CONSTRUCTION OR DEVELOPMENT WITHIN A TIME
PERIOD TO BE SPECIFIED BY RULE OF THE COMMISSION.
- PROVIDE SUFFICIENT E &SC MEASURES /ADDITIONAL MEASURES NEEDED
- REQUIRE THAT MEASURES MEET MINIMUM STANDARDS LAID OUT IN THE E &SC PLANNING & DESIGN MANUAL
THE PENINSULA CLUB GOLF COURSE
BULKHEAD IMPROVEMENTS
k.* & EROSION CONTROL PLANS
f{ GENERAL NOTES
LAKE NORMAN CORNELIUS, NC
\ 0
' \
+ M &CC FILE NUMBER�
DATE:
08/11/15` SCALE
CS -001
MCE PROJ.
# 06802 -0002
DRAWN
TAK HORIZONTAL:
DRAWING NUMBER
DESIGNED
TAK NA
CHECKED
MDB VERTICAL:
2
PROJ. MGR.
MDB NA
STATUS:
PRELIMINARY
REVISION
NOT
FOR CONSTRUCTION

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CONTRACTOR SHALL MATCH s
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` °'V BULKHEAD IMPROVEMENTS AN AK HORIZONTAL: DRAWNG NUMBER 8 EROSION CONTROL PLANS DESIGNED TAK VERTICAL: 8020 Tower Point Drive CHECKED MDB
Charlotte, North Carolina 28227 PROJ. MGR. MDB NA :W�
" oz Phone: [phone], Fax: [phone] su H OLE 7 f ` ollll
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��tisnw F -1222 STATUS: PRELIMINARY REVISION
REV.NO. DESCRIPTIONS DATE
RFVISIONS , , , , N /1I www.mckimcreed.com , + � + LAKE NORMAN CORN ELI U S, N C NOT FOR CONSTRUCTION

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/e 20' 0 20' 40'
SCALE: 1" =20' (Horiz.)
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•,..... < - — oATE: 09/11/15 SCALE
_`" SE "` T- E PENINSULA CLUB GOLF COURSE
��(IIIINy,// ♦ r _ MCE PROJ. # 06902 -0002 CE -103
ON` CARD j�ii� HORIZONTAL: -
�: M�IQM &CREED BULKHEAD IMPROVEMENTS DRAWN TAK DRAWING
yf.. `% & EROSION CONTROL PLANS DESIGNED TAK VERTICAL: G
-a _ 8020 Tower Point Drive . 1 CHECKED MDB 6
��•• fy•. vERncAL:
Charlotte, North Carolina 28227 y,�ry}� ,�y' HOLE 18 PROJ. MGR. MDB NA
Phone: [phone], Fax: [phone]
j !G! �+.] -1�,
I; F -1222 Club LAKE NORMAN CORNELIUS (STATUS NoT OR CONSTRUCTION RNS�
REV.NO. DESCRI ION DATE N 1
REVISIONS wwwmckimcreed.com • � `I VVV

Know what's beIow.
Call before yot dig.
r
SEE INSET
A
GENERAL NOTES: \
1. USE MINIMUM 12 INCH DIAMETER FIBER WATTLE.
2. USE 2 FT. WOODEN STAKES WITH A 2 IN. X 2 IN. NOMINAL CROSS
SECTION
3. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES
AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
5. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED
IT INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES
OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE NCDOT
STANDARD SPECIFICATIONS.
8. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE
FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE
FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH WATTLE.
9. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM
OVER WATTLE WHERE WATER WILL FLOW AND 1 OUNCE ON MATTING ON
EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT
IS EQUAL TO OR EXCEEDS 0.50 IN.
PAM (2
OZ.) -PAM (i
OZ.)
PS.TAI�1.."�� STAPLE
PAM (1
INSET A OZ.) INSET B INSET C
UPSLOPE kDN
STAKE
0 U)
FLOW -► PAM (t OZ, 2' MI
NOT TO SCALE
TEMPORARY WATTLE CHECK DAM
STD
WITH MATTING AND OPTIONAL PAM / . NO. REV.
30.10C
DOWNSLOPE
CROSS SECTION STAKE
VEE DITCH
VCROSS SECTION STAKE
TRAPEZOIDAL
DITCH
APPROVED DATE: 07/2010
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDSn�!�
STEEL POST 4' MAX.
WIRE FENCING I WASHED STONE
(IF APPLICABLE) 1 (NCDOT #5 OR
#57)
WOVEN FILTER FABRICS tit
HARDWARE
CLOTH BETWEEN
POSTS AND
COVERED BY
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH
BUT NO TALLER THAN 18 INCHES.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY
USING APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A
MINIMUM OF 12 INCHES IN LENGTH AND BACKFILLED PROPERLY AS SHOWN
IN ABOVE DETAIL. HARDWARE CLOTH TO BE SAME AS STD. #30.09 (19
GAUGE, 1/4" SPACING).
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED
AND AT THE DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
MECKLENBURG COUNTY °z
LAND DEVELOPMENT fi\
,• ��. , 11,11,,,
STANDARDS
>•0000�0000
NN
�llf
6' MAX.
STEEL POST
HARDWARE CLOTH
WASHED STONE
(NCDOT #5 OR
#57)
II I FLOW
7\\-ANCHOR SKIRT;
EXCAVATE
TRENCH AND
COMPACT
BACKFILL
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL
AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS
NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT
HAS CLOGGED OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS
REMAINING IN PLACE AFTER THE SILT FENCE OUTLET IS REMOVED
SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED
AND SEEDED.
SILT FENCE
OUTLET OPTION 2
STEEL POST
NOT TO SCALE
/ STD. NO. REV.
30.06D /
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL
HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
_ 1i =11
1 =I_LJI ..f II If II IL II =1
PERIOD OF MORE THAN 30 DAYS.
•-
r
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
SELF - FASTENER ANGLE STEEL TYPE.
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
NOT TO SCALE
/ STD. NO. REV.
30.06D /
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL
HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
PERIOD OF MORE THAN 30 DAYS.
MAINTENANCE NOTES:
3. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
SELF - FASTENER ANGLE STEEL TYPE.
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
4. TURN SILT FENCE UP SLOPE AT ENDS.
REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR
GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER
TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER
TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR
STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF
APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT
FENCE.
DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED
SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A
PREPARED AND SEEDED.
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
8. Do NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS
OR OTHER AREAS OF CONCENTRATED FLOW.
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS
R cnRUv
44
TEMPORARY SILT FENCE
\
SEAL\
REV.NO. DESCRIPTIONS DATE
REVISIONS I % 1 14
/
GENTLE SLOPES STEEP SLOPES
100 Ibs /acre tall fescue
SEEDING 30 Ibs /acre Sericea lespedeza
MIXTURE 80 Ibs /acre of tall fesue (unscarified after August 15)
10 Ibs /acre Kobe lespedeza
FALL: August 25 - October FALL: August 25 - October 15
Late winter: February 15 - April 15 Late winter: February 15 - April 15
SEEDING To extend spring seeding into June, add To extend spring seeding into June, add
DATES 15 Ibs /acre hulled Bermudagrass 15 Ibs /acre hulled Bermudagrass
Overseeding of Kobe lespedeza over fall- seeded Overseeding of Kobe lespedeza over fall- seeded
tall fescue is very effective. tall fescue is very effective.
SEEDING Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10 Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
fertilizer. fertilizer.
NOTE 1
Ground Cover -- Protective cover must be established on all disturbed areas within 21 calendar days after
land disturbing activity is completed or has temporarily ceased.
NOTE 2
Graded slopes and fills -- Protective cover must be established on all graded slopes and fills within 21 calendar
days after a phase of grading is completed or has temporarily ceased.
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT SEEDING SCHEDULE
yz °" C, STD. NO. REV.
STANDARDS Rr F ! �3 0.17A
H cnRO,
NOTES:
1, THIS TREE BUMPER DETAIL SHALL BE USED WHEN
WORKING WITHIN 10' OF AN EXISTING TREE TO BE
PROTECTED.
2. ALL TREES SHALL BE SAVED UNLESS NOTED
OTHERWISE ON THE PLANS OR DIRECTED BY THE
ENGINEER.
3, LUMBER, WIRE AND SANDBAGS MAY BE REUSED
FOR OTHER TREES.
4, THE INTENT OF THIS DETAIL IS TO PROTECT EXISTING
TREES FROM DAMAGE DURING CONSTRUCTION
ESPECIALLY FROM BACKHOE ARM SWING. AN
ALTERNATE APPROACH MAY BE USED IF APPROVED IN
WRITING BY THE ENGINEER AFTER CONSULTATION WITH
THE TOWN ARBORIST OR HIS DULY AUTHORIZED
REPRESENTATIVE.
APPROVED DATE: 02/2007
R.
MECKLENBURG COUNTY
LAND DEVELOPMENTl'
STANDARDS
SILT FENCE AS NEEDED
(�IJiV�11�41W l�dtl`%1�(
VEGETATIVE BUFFER
* SPACING AS NEEDED
TO SUPPORT WIRE
WITHOUT CUTTING TREE
BARK
SCRAP 2" X 4" LUMBER
MAY BE USED TO SUPPORT
WIRE ON BACK SIDE OF TREE
*
PLAN VIEW
6" TYP.------
2 "X4 "X 6',
LUMBER, (TYP.)
STEEL WIRE TO TIE
LUMBER TO TREE
�� USE A COMBINATION OF EXTENDED
2X4's AND SAND BAGS TO
-1 NMI I PROTECT THE BUTTRESS
SAND BAGS 0 BUTTRESS
ROOTS, (TYP.)
ELEVATION VIEW
TEMPORARY TREE PROTECTION DETAIL/ STD. NO REV.
140.12
FLOW
MEDIA (SEE NOTE 2)
NOTE:
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO
THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES,
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
NOT TO SCALE APPROVED DATE: 02/2007
MECKLENBURG COUNTY
/ STD. NO. REV.
30.06A /
SEAL
\\\\�\\\OAR p�! /i��
SS/
09 i
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3 51 : _
11 45� FNG I N "�� P ?�
•• 0
�NEW 'D \�
Nil
0",
WATER LEVEL
III VIII
LOW POINT
LAND DEVELOPMENT F!, E R O S I O N CONTROL D E WAT E R I N G
STANDARDS
\ 4
4
4Z
j;
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
1
1161aa to] .Y "NA I
I�
TIM 111 nsula
1
1111)
/ STD. NO. REV.
130.13
/ NOTES:
1. A STABILIZED ENTRANCE PAD OF 2 " -3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. COUNTY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
100' MIN.
I I 1 PUBLIC STREET
EXISTING GROUND'
Z
APPROVED DATE: 02/2007
MECKLENBURG COUNTY r �,
LAND DEVELOPMENT
STANDARDS R 2'
LEI
Ld
U)
U
J
M
D
0_
\
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE/ STD. N0. REV,
130.1 1 AI
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
SEEDING 40 Ibs /acre of German millet 120 Ibs /acre Rye (grain)
MIXTURE 80 Ibs /acre of tall fesue 80 Ibs /acre tall fesue
May 1 - August 15 October 25 - December 30
SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15,
DATES add 50 Ibs /acre of annual Kobe lespedeza.
Apply 4000 Ibs /acre straw or equivalent Apply 4000 Ibs /acre straw or equivalent
hydroseeding. hydroseeding.
SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000
AMENDMENTS Ibs /acre limestone and 750 Ibs /acre 10 -10 -10 Ibs /acre limestone and 750 Ibs /acre 10 -10 -10
fertilizer. fertilizer.
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDSr'
SEEDING SCHEDULE
(SEASONAL)
01
I`
NOT TO SCALE
/ STD. NO. REV.
30.1713 /
\ \ * 4 \ + FILE NUMBER
THE PENINSULA CLUB GOLF COURSE DATE: 08/11/15 SCALE M &C M&C
BULKHEAD IMPROVEMENTS DRAWN OJ. # 06802 -OOAK C WING N501
HORIZONTAL:
& EROSION CONTROL PLANS DESIGNED TAK NA
CHECKED MDB VERTICAL: 7
EROSION CONTROL DETAILS PROJ. MGR. MDB NA
STATUS: PRELIMINARY REVISION
LAKE NORMAN CORNELIUS, NC NOT FOR CONSTRUCTION

Fm
LINE TABLE
LINE LENGTH BEARING
I
Q
(0) 6.16' 583'22'42 "W i I
L2 5.10' S83'22'40 "W i
i
L3 33-89' N56458'08 "W i
I
L4 35.26' N54'04'26 "W HOLE #18
L5 1.aa' N54004'24 "W MICHAEL J. SHULA AND
WIFE, SHARI SHULA I -ROM RD
� 2.01' N09'49'03 "E �
DB 26517 PG. 81 I
L7 34.71' N28040'39 "W MB 33 PG. 453 I
TAX PARCEL X00159158 I
La 23.37 N79'43'53 "W
5.32 N62 49 24 W ._.- 0 r r
mommm swoop
L10 29.94' N68053'42 'W Z
L11 28.62' N59 *3'r04 "W ! Z ' PE
N/NSVLA
L12 30.79' N3545a'35 0W 70 CLUB RD
o
L13 3.98' N64'24'44'W VICINITY MAP _ � � i � 203.84') _ _. — — —�
(1465'2637 NOT TO SCALE)
— — — — —
L14 17.19' 1484'24'16 "W _
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THE PENINSULA CLUB, INC. � - � JAMES M TR IAN �
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MB 24 PG. 243 #5 IRE MB 25 PG. 483
- LAKE NORMAN - TAX PARCEL #00164138 � � GLASS of SURVEY: B
TAX PARCEL #00164166 _- POSITIONAL ACCURACY: 0.09 (HORIZONTAL)
< 0. 10' (VERTICAL)
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760 CON TOU R - - DATES OF SURVEY: 07.28.2015
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GRAPHIC S GEOID MODEL: GEOID09
(AS SURVEYED) / HORIZONTAL REFERENCE: NAD 83/NSRS (2011)
/ 50 p 2S 50 100 VERTICAL REFERENCE: NAVD88 Knm what's below.
/ COMBINED FACTOR: 0.9998956529
/ UNITS: US SURVEY FOOT Call before you did.
JOSEPH PHELAN AND TYPE AND MODEL OF
• �3 WIFE, MICHELE PHELAN ( IN FEET) GPS RECEIVER USED: TRIMBLE R8
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1 79 ND
! kk�� MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE 8. THE LOCATION OF UTILITIES AS SHOWN HEREON, WHETHER
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1 K. PIRAIN THE 95 PERCENT CONFIDENCE LEVEL (2 SIGMA) TO MEET FEDERAL OBSERVED AND NOT SHOWN HEREON MAY EXIST. IT IS THE OWNERS /TENANTS RESPONSIBILITY TO VERIFY THE LOCATION
D ANNE 0 GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THE HORIZONTAL PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. MCKIM do CREED CANNOT ASSUME RESPONSIBIUTY FOR
w ICAL DB 16202 PG. 286 ACCURACY IS 0.09', THAT THE VERTICAL ACCURACY IS 0.10' AND THAT THE MISIDENTIFICATION OR OMISSION OF UNDERGROUND UTILITIES.
TYP
- MB 25 PG. 483 ORIGINAL DATA WAS OBTAINED ON 09.09.2013; THAT THE SURVEY WAS
WOOD RETAINING TAX PARCEL #00164136 COMPLETED ON 05.18.15; THAT CONTOURS SHOWN AS BROKEN LINES MAY 9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE EXAMINATION BY AN ATTORNEY. PROPERTY MAY BE
NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED ON SUBJECT TO RECORDED OR UNRECORDED RIGHT OF WAY, EASEMENTS, OR CONDITIONS NOT OBSERVED OR SHOWN HEREON.
WALL DETAIL
NAD 83 (NSRS 2007) AND ALL ELEVATIONS ARE BASED ON NAVO 88. OWNER: DUKE ENERGY OWNER /CLIENT THE PENINSULA CLUB
(NOT TO SCALE) \ 550 SOUTH TRYON STREET CONTACT: 19101 PENINSULA CLUB DR
� I, W. ANDREW FADES, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY CHARLOTTE NC 28202 CORNELIUS NC 28031
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (OF
THE 760 CONTOUR ELEVATION); THAT THE BOUNDARIES NOT SURVEYED ARE
980.373.8649 (T) JARED NEMITZ
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INDICATED AS DRAWN; THAT THE RATIO OF PRECISION OR POSITIONAL
�� WALL INDICATED IS 0.12'; AND THAT THIS MAP MEETS THE REQUIREMENTS OF
\ TODD WIEBUSCH AND THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA REFERENCES:
WIFE, PAMELA WIEBUSCH (21 NCAC 56. 1600).
\ OB 12625 PG. 438 1. DEEDS AND MAPS SHOWN HEREON.
MB 25 PG. 483 2. MAP TITLED "SHORELINE MANAGEMENT PLAN CATAWBA- WATEREE PROJECT COWANS FORD DEVELOPMENT" FERC
TAX PARCEL #00164135 0. 0" PROJECT NO. 2232 SHEET 1 OF 10 DATED AUGUST 2006
\ W. ANDREW EADES., PLIS - 1 DATE
DATE REVISION INITIAL FERC BOUNDARY SURVEY PROJECT # 06802 -0002
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8020 Tower Point Drive = SEAL -
Charlotte, North Carolina 28227 �-'
34Y3 - FOR Shtt I # 1 OF 1
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Internet Site: http: //www. m ckim creed. com DATE. CORNELIUS MECKLENBURG COUNTY NORTH CAROLINA DWG. # 1

LINE TABLE CURVE TABLE
LINE LENGTH BEARING CURVE RADIUS LENGTH CHORD CHORD BEARING DELTA
(0) 1 37.65' S37'3i15 "E (C1) 55.00' 83.50' 75.71' S62*00'59 0E 086'59'13"
(1-3)
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GRAPHIC SCALE 1 EAD
W. ANDREW SE CERTIFY RTIFY THAT THIS PROJECT WAS COMPLETED UNDER
W. ANDRE
50 0 25 50 100 MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED AT
THE 95 PERCENT CONFIDENCE LEVEL (2 SIGMA) TO MEET FEDERAL
GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THE HORIZONTAL
ACCURACY IS 0.09', THAT THE VERTICAL ACCURACY IS 0.10' AND THAT THE
( IN FEET) ORIGINAL DATA WAS OBTAINED ON 09,09.2013; THAT THE SURVEY WAS
COMPLETED ON 05.18.15; THAT CONTOURS SHOWN AS (BROKEN LINES] MAY
i inch = 5O ft. NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED ON
NAD 83 (NSRS 2007) AND ALL ELEVATIONS ARE BASED ON NAVD 88.
Y
r
I, W. ANDREW FADES, t.crt iii r THAT THIS MAP WAS DRAWN UNDER MY
HOLE #7-
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (OF
THE 760' CONTOUR ELEVATION); THAT THE BOUNDARIES NOT SURVEYED ARE
INDICATED AS DRAWN; THAT THE RATIO OF PRECISION OR POSITIONAL
ACCURACY IS 0.12'; AND THAT THIS MAP MEETS THE REQUIREMENT'S OF
THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
4
1
IREDELL
COUNTY
JETTY � �
CATAWBA -
p n COUNTY
L9 4.13' N6O*3 r44 "W
" (21 NCAC 56. 1600). Z
L10 I 4.50 N71'00 49 W
C_
r� 7-0
,
L11 26.1 T N71''00'47»W O = - RD
S LAN NINSULA
L12 3.88' Na2l4'01 "w E W W. ANDREW EADES, PLS L -3413 DATE � - S'C 115
PAN R v cLUB -v
C RD
L13 21.42' N82'1 3'53 "W PvgL� #5 IRF VICINITY MAP
_ X50 � �
L14 34.54' S84'27'27 "W �' Q (NOT TO SCALE) o
j,3 E r THE RICHARD L. HARTMAN TRUST r
L1 S 6.25' S84'27' 3S "W �N56''� ` -� DB 2 5488 PG. 6 56 1 11501.-
L16 7.37' N75.37'08 0W 1 MB 50 PG. 839 \ 1 LEGEND ,
�$8 TAX PARCEL #00161131 \ FEDERAL ENERGY FERC 16 �
L17 46.35' N75'3T11'W ?bo ' REGULATORY COh"SSION . ,
CM F � 104 \ DEED BOOK DB
L1 a 47.45 N61 "5T43 W \ F ` PAGE PG.
L19 7.43' N61'5T45 "W ` RIGHT -OF -WAY R/W 15 0
» / 1 WATER SURFACE ELEVATION WSE
L20 5.56 N4T36 01 W W / #5 IRF (BENT) PUBLIC STORM DRAINAGE EASEMENT PSDE
THE PENINSULA CLUB INC. �s I CONCRETE MONUMENT FOUND CMF
L21 33.71' N47'35'S9 "W / ,4 / ' \ �O IRON ROD FOUND IRF �
L22 42.21' N61'39'16 0W TOM STEVENSON AND N
DB 11004 PG. 474 \�� I �
/ \� � COMPUTED POINT
VAFE, NANCY STEVENSON MB 24 PG 269 F NO POINT SET •
L23 7.41' N61 ZVI7 »W DB 10089 PG. 787
MB 24 PG. 542 / TAX PARCEL #00161132 \BOUNDARY
L24 7.51' N61.42'18 "W TAX PARCEL 162401 , I BOUNDARY
/ \ ADJOINER
L25 42.50' N61'42'17 "W / #5 IRF ^ n WOW RETAINING WALL � v U V U v v v
D COUNTY BOUNDARY (GIS)
L26 42.27' N65'15'58 "W -a I FLOODWAY FRINGE r r
/ \ I �J EASEMENT (AS DESCRIBED)
- - - - - -
� 1 1
L27 7.53 1 N65'16 / 00 " W D
/ \ t-" PROJECT
/ $
Lza " / \°0• 0 z LINCOLN
6.04 N5a3157W F LOCATION
» ^�, / \ �� C) ` COUNTY AN
L29 32.16 N58 31 57 W �p �
n
L30 6.03' N53'08'3o "W `V \ m
L35
10
L31 28.28' N53'08'23 "W \ #5 IRF C z \ :�-
/ ? > \ 77
L32 4.73' N80'49'S4 "W / ,� � ` P, '� i
j m \ MECKLENBURG
L33 22.96 N80 49 48 W `, / \��,. U) > \ 73 1 r COUNTY
L34 23.78' S6Cr32' 5a "W / j -
L35 5.32' S6o'33'10 0W
L36 27.35 S28 37 S9 W / r
L37 5.32' S2V37049 "W 1 / COWAN S -�
*48'1 FORD DAM 115
L38 19.86 501 ONE / L27 � �
L39 4.00' Sol *443260E / ` YT
� s, LAKE NORMAN
. / / � �C� �� N T TO SCALE)
�9 ( 0 S )
L40 39.33 S26 49 53 E '
L41 8.60' S26.49'45 "E / `1'C' \ \ NOTES..
/ <N Fti� \ #5 IRF \ \
L42 40.53 S42 39 56 » E / 1 \ 1. THE PURPOSE OF THIS PLAT IS TO INDICATE THE FEDERAL ENERGY REGULATORY COMMISSION (FERC) PROJECT
\ BOUNDARY (I.E. 760' CONTOUR ELEVATION) TO MEET REQUIREMENTS FOR APPLICATIONS FOR AN ACTIVITY WITHIN A FERC
L43 3.91' S42'4o'O2 "E
/ r ` \ ' , \ LICENSED HYDRO- ELECTRIC PROJECT. THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED BY MCKIM
L44 46.08' S48'35'34"E ' \ \ & CREED, INC. AND IS NOT TO BE CONSTRUED TO BE A COMPLETE BOUNDARY SURVEY OF THE PROPERTIES LISTED.
' , " #5 IRF • , �� \ ` \ 2. ALL DISTANCES AND BEARINGS SHOWN HEREON ARE REFERENCED TO THE NC STATE PLANE COORDINATE SYSTEM
L45 8.68 S48 • 35 28 E FLOODWAY FRINGE (US SURVEY FOOT) AND DECIMALS THEREOF REPRESENT HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
L48 5.5.38' S39'41'56"E \ ' l23 \ O \ BEARING AND DISTANCES SHOWN IN PARENTHESIS REPRESENT DEED CALLS FROM THE REFERENCE SHOWN HEREON, I.E.
761 CONTOUR \� \ (NO�00'00 "E 100.00)
L47 � s.76 S39'41 VINE � y (AS SURVEYED G,, \ � �
) `�'' \ 3. THE RATIO OF PRECISION AS CALCULATED BY LATITUDES AND DEPARTURES IS 1:10,000 +. AREA COMPUTATION BY
\ 525
L48 3.3 COORDINATE METHOD.
7' '27'42 "E � '�.` �''o• •?
L49 31.29' S25'27'41 »E
\`J \ 4. THIS MAP DOES NOT CONFORM TO GS 47 -30, AS AMENDED.
L50 5.30' S1 5'21'50 'E ��` \ 5. GPS SURVEY MADE WAS USED TO ESTABLISH CONTROL ONLY AND THE FOLLOWING INFORMATION WAS USED TO
• DUKE ENERGY CORPORATION \ PERFORM THIS SURVEY.
L51 30.84 St 5'21'58 E.� r \
- LAKE NORMAN - CLASS OF SURVEY: 8
L52 35.62' S24'36'54»E ` \ POSITIONAL ACCURACY: 0.09' HORIZONTAL
FLOODWAY FRINGE �° � 1 (HORIZONTAL)
_ 1 ` l � LOOD p E � � 0.10 (VERTICAL)
L53 6.27' s24'37 o7"E 7 61 CONTOUR L19 FERC BOUNDARY #5 IRF \ � TYPE of GPs
1.54 23.25' S15•o7'16 "E SURVEYED � r� ' \� � OAS OF SUDRVEY: 07.28.2015
(AS ) 760 CONTOUR
L55 4.77' S15'0710 E d \ DATUM/F-POCH: FIXED CONTROL
�\ L48 (AS SURVEYED) \ \ GEOID MODEL: GEOID09
L56 25.27' S10'41 27 "W\ HORIZONTAL REFERENCE: NAD 83/NSRS (2011)
L57 7.00' 510'41'43 "W yd'• ` � � VERTICAL REFERENCE: NAVD88
�\ \ \ COMBINED FACTOR: 0.9998956529
L5a 19.16' S48615'52 "W O'�� ` • , ��j \ `J TYPE AND MODEL OF US SURVEY FOOT
" S� #5 IRF GPS mr-\.EIVER USED: TRIMBLE R8
L59 7.07 S48'16 06 W '
• " N: 629684.9690'� � \ COBS STATIONS USED: NCMO
L60 7.86 588 34 31 W 1431880.7560' r COORDINATE VALUES SHOWN HEREON ARE GRID (US SURVEY FOOT) BASED ON THE NORTH CAROLINA STATE PLANE
��s
L61 16.85, 588'34'45 "W FLOODWAY r - • : 4 COORDS. J COORDINATE SYSTEM NAD 83/(NSRS2007) ESTABLISHED USING THE VIRTUAL REFERENCE NETWORK (VRN).
FRINGE. , . Ppr (GRID )
L62 11. 7' N73 '04 "W FERC BOUNDARY %�i �� �• �•: ti; ;•. HOLE •:• C�3 6. SUBJECT AREA IS LOCATED IN BOUNDARY DIVIDING SPECIAL FLOOD HAZARD AREA ZONES AND BOUNDARY DIVIDING
760 CONTOUR
• ' ' SPECIAL FLOOD HAZARD AREAS OF DIFFERENT BASE FLOOD ELEVATIONS, FLOOD DEPTHS OR FLOOD VELOCITIES AS PER
L63 21.77' N73.52'1 a »W FERC; ... • • - j / /
FEMA FIRM COMMUNITY PANEL N0. 3710463200 �r r �� i dE DATE 03 02 2009.
(AS SURVEYED) BOUNDARY: • ' • ' /
L64 19.89' N65'40'54 "W •'•.' .' 'f •• 7. SHORELINE CLASSIFICATION: BUISNESS INDUSTRIAL AS PER Rcramr-ACE 2).
L65 12.12' N65'41'12 "W SURVEY �O 8. THE LOCATION OF UTILITIES AS SHOWN HEREON, WHETHER
TOP OF WALL
WSE: ' • /1• PUBLIC OR PRIVATE, ARE BASED ON LOCATION OF VISIBLE APPURTENANCES ONLY. OTHER UTILITIES WHICH WERE NOT
L68 16.88 N52004 59 ,. W '�'•24i /,j►� OBSERVED AND NOT SHOWN HEREON MAY EXIST. IT IS THE OWNERS/TENANTS RESPONSIBILITY TO VERIFY THE LOCATION
L67 19.63' N52004'54 "W ��� \ t PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. MCKIM & l^LW CANNOT ASSUME RESPONSIBILITY FOR
MISIDENTIFICATION OR OMISSION OF UNDERGROUND UTILITIES.
L68 22.38' N51'34'03 "W <� � BENEFIT A TITLE EXAMINATION BY AN ATTORNEY. PROPERTY MAY BE
4 w TYPICAL / L 9. THIS SURVEY WAS PREPARED WITHOUT THE BEE OF
L69 24.34' N51.34'01 "W �s a
WOOD nt AINING / CURTIS J. POLK SUBJECT To RECORDED OR UNRECORDED RIGHT OF WAY, EASEMENTS, OR CONDITIONS NOT OBSERVED OR SHOWN HERE
> AS TRUSTEE
F
DATE
1 WALL DETAIL OF THE JORDAN FAMILY OWNER: DUKE ENERGY OWNER /CLIENT THE PENINSULA CLUB
GIFT TRUST 550 SOUTH TRYON aimrmi CONTACT: 19101 PENINSULA CLUB DR
(NOT TO SCALE \ DB 28079 PG. 584 CHARLOTTE, NC 28202 CORNELIUS, NC 28031
MB 24 PG. 115 980.373.8649 (T) JARED NEMITZ
TAX PARCEL #00161130 980.297.6298 (T)
LAKE NORMAN � \
`ao U59 , BOTTOM OF WALL \ REFERENCES:
Know what b @IOW. 1. DEEDS AND MAPS SHOWN HEREON.
's \
Call before you dig. \ 2. MAP TITLED "SHORELINE MANAGEMENT PLAN CATAWBA -WA ir-r<Lt PROJECT COWANS FORD DEVELOPMENT' FERC
PROJECT NO. 2232 SHEET 1 OF 10 DATED AUGUST 2006.
REVISION INITIAL FERC BOUNDARY SURVEY
PROJECT # 06802 -0002
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8020 Tower Point L-3413 :
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Charlotte, North Carolina 28227 [phone], [phone] o
Phone: Fax: �
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Internet Site: http: //www.m ckim creed. com
DATE:
DRAWN BY DGS
DUKE ENERGY -LAKE NORMAN FIELD BK. : SEE FILE
COMP. FILE GEOMASitK
FOR SHtt i # 1 OF 1
THE PENINSULA CLUB
DATE: 05.21.2015 SCALE: 1" = 50'
CORNELIUS MECKLENBURG COUNTY NORTH CAROLINA DWG• # 1