SW6100203_APPROVED PLANS_20100219

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
0�� 9,/
YYYYMMDD

(Page 1 of 1)
PLAT CABINET_—SUDE,��—*
rn CAen,ArY
1 (11e) hereby certify tnot I an (we are the owner(s)of the Property
shown and described hereon, that I (ws) certify the land as shown
hereon to within the arming )urbdictlon of Whispering Pines, North
Corolln, and that I ore) hereby adopt this recombination with
my (our) free omeent, establish minimum building Ins% and dedicate
all streste, 0116A Poft and other sites and easements to public or
private use as noted, Furthermore, I (we) hereby dedicate all sanitary
sewer, storm sewer, and Water Inns to the Village of Whispering Pines,
State of North Carolina, or other authority (modify as needed).
D Dattao Omer
10 50D. PINES
LOCATION SKETCH
NOTES
*AREA BY COORDINATE METHOD
.PRECISION . 1:10000
L DAM F BLUE, CERTIFY THAT THIS FLIT WAS
DRAVIII UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION: THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY
N XCA70 AS DRAW FROM INFORMATION awes:
THAT THE RATIO OF PRECISION AS CALCULATED
is 1: THAT THIS PLAT WAS PREPAID
N ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WI1fESS MY ORIGINAL S REGISTRATION
NUMBER.AND SEAL THIS DAY OF
P. L S. NO. 3958
LEAL
3a
I hereby certify that the find plot shown hereon has
bees found to comply with the Regulations of Whispering Picas,
North Carolina and that this plat has been approved by
myself, as agent for the Planning Board, for recording in the
office of the Rooster of Deeds of Moore County.
Date
Planning and Zoning Administer
of Whispering Pines, North Com ino
DAVID F. BLUE, PLS L-3958
2611 FARM LIFE SCHOOL RD.
CARTHAGE, N.C. 25327
910-949-2070
OVINERS ADDRESS
R.L. AND NANCY BINEY
2551 CARTHAGE NIAGARA ROAD
CARTHAGE. N.C. 28327
REFERENCE:
DEED BOOK 412, PACE 442
DEED BOOK 220, PAGE 33
PLAT CABINET 5, SLIDE 423
MOORE COUNTY REGISTRY
1 David F. %^ Professional Land Surveyor, do hereby certify that to
the best of my taowledget
n. That this surww creates a subdivision of land within
the am of a county or municipality that has an
ordbonce that regulates parcels of land.
b. That this survey is located In a portion of a county
er murllcloolity that Is unregulated as to an ordinance
that regulates parcels of land.
c. That this survey is of an existing parch or paroNs of
land and does not create a new street or Mange an
existing sheet
d. That this survey is of mother category, Such as the
racoftlnatton of oinking parcels, a court -ordered
su� .ottw exception to the definition of
�1AGK \ t I
CERTIFICATE OF APPROVAL FOR REGONOIIM.
1 OUIRPY IMT THE PLAT SHDW1 HEREON COMPLIES 'MIN THE WtlYFANG PINES
WATERSHED PROIEORON CRONANCE AM IS APPROWD BY MYSELF, AS
AGENT FIE TFRS1mV�F/ IN 11E 100E ieW
DAIT wA
NOTICE: THIS PROPERTY IS LOCATED UltM A PUBLIC WATER SUPPLY
WATERSHED - MIELOPIENT PESTWM NS MAY APPLY. \ 21213
2148
215E
P. L S. NO. 3958 t0.79'NW OF LINE \
\ 2t6B \
\1.05'NW OF LINE \
\ 217B EPA _,i• /
ECN
_--T----- Q��
/
1 D. ADAMS
I 98E/530
1 348/464
OPEN FIELD
1 -E
NEW LOT LINE
COUNTRY CLUB � �/ %� OPEN FIELD
WHISPERING PINES
539/118Ot
/
/
/
/
/
/
/
/
o
1
1
11 7.76 ACRES CLEAR OF R/W B
1 0.24 ACRES IN ROAD R g
1 8.00 ACRES TOTAL
\1 �
1 N
o
VILLAGE OF
t\\\
WHISPERING
PINES 1\\
`ECM
931 /59
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SURVEY FOR: `
R. L. BIBEY AND WIFE,
NANCY C. BIBEY
MCNEILLS TOWNSHIP, MOORE COUNTY,
NORTH CAROLINA
OCTOBER 7, 1999
FlIE: a/UFB1/bBIBEYi FB 1D-22-96
O
29.45 ACRES
\ 2138
L
NOTE*
THIS IS A RECOMBINATION OF R. L. AND NANCY BIBEY'S
TWO TRACTS AS RECORDED IN DEED BOOK 412, PAGE 442 AND
DEED BOOK 220, PAGE 33.
PROPERTY RUNS WITH CA OF ROAD
ism
12.45' 40.20' ----- ________— 743.52------- n r 11E-UNE
09'1 W '02' W R S89'59'46"E V TO PK NAIL IN INTERSECTION
Asti HARDEE LANE OF S.R. 1802 AND HARDEE LN.
F
GRAPHIC SCALE
STATE OF NORTH CMpNA U K# 312M s 31M
COUNTY OF PUWAtf..
4 REVIEW oFITCER a /M 9A1A,e AUNTY. aR71FY ( IN rnT )
TfE MAP OR PUT WNKN THIS CkAiNG1TKN WI AFilxm MEE15 ALL
STAMM IISMMOrM FOR RISJDOImM 1 inch m 100 fL
FEWIo A-99 ER OFINEIt
TO PONT BESIDE E)OSTNG AXLE.
AXLE MOVED WHEN POND DAMN
CONSTRUCTED.
+/-1396.75' FROM SIP
• . SET can see
• . SET WMf PPE
LE - DBDWDOD STAKE
- FAW a WAY
QColumm
M - 1Ep WRIT rAw nw
SP:PIPE
Pam UNE
'cc' - coinsm Comm
'Emr - cam CCNiEIE MOMSIXr

4
I
1
M
EXISTING RIP -RAP APRON.
I 1. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY
ENTITLED "SURVEY FOR R.L. BIBEY AND WIFE NANCY C. BIBEY" DATED OCT. 7,
1 1999 AND PREPARED BY DAVID F: BLUE. ADDITIONAL TOPOGRAPHIC INFORMATION
TAKEN FROM CONSTRUCTION DRAWINGS PREPARED BY ANDERSON ARCHITECTURE
I AND AS BUILT SURVEY FROM RYAN McBRIDE.
2. SEE . SHEET L-2 FOR EROSION . CONTROL -DETAILS AND ADDITIONAL INFORMATION
3. ALL DIMENSIONS TO FACE OF BUILDING OR EDGE OF PAVING.
4. ALL PAVEMENT MARKINGS TO BE WHITE LATEX, PER NCDOT STANDARDS
I 5. ALL DISTURBED AREAS TO BE SEEDED, UNLESS NOTED OTHERWISE.
1
us I
=�: /1i ` 11 6WIDE x19LONG 1 GENERAL NOTES
•..—G I—` •43/ I I CONCRETE SLAB, L-1
4" THICK
T WIDE GRASS SWALE 8 PROVIDE DOME SHAPE CONCRETE
L_p AT TOP OF PIPE
1
6" ROUND STEEL TUBE; 1/4" THICK
WALL; PREPAINTED WITH TWO
COATS EPDXY PAINT. COLOR BY
OWNER
DIESEL TANK BY
OWNER - SEE FILL STEEL TUBE WITH CONCRETE
STRUCTURAL
DRAWINGS FOR SLOPE SURFACE AWAY FROM
FOUNDATION AND `S' BOLLARD
WALL SUPPORT
ELECTRICAL CONDUIT. SEE PAVING DETAIL
SEE SHEET E-1 FOR
ALL ELECTRICAL
INFORMATION
N I=� s CONCRETE FOOTING, 3500 PSI
I1=1I ;;1=115
-III 111=; COMPACTED OR UNDISTURBED
11 � L SUBGRADE
co to
CONCRETE-
13
3 PIPE BOLLARD DETAIL FOOTING
m L-1
N
SURFACE MATERIALS IN ACCORDANCE WITH SECTION 645 OF THE NCDOT STANDARD
N SPECIFICATIONS (1995) ABC MATERIAL IN ACCORDANCE WITH SECTION 620 OF THE NCDOT L
STANDARD SPECIFICATIONS (1995) COMPACT SUBGRADE TO 100% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY IN THE UPPER 12" THE PAVEMENT IS DESIGNED FOR THE CALIFORNIA
BEARING RATIO OF 10 FOR THE EXISTING SUBBGRADE SOILS COMPACTED 100% MINIMUM
1
1 1/2" ASPHALTIC CONCRETE SURFACE (SF-9.5A)
oo"` 21/2" ASPHALTIC CONCRETE SURFACE (SF-9.5A)
`'-woo 0 0 0 0 0 0 0 0 0 0 0
3 ® 000000000000000
000 00 0 0 0 0 0 0 0 0 0 "
0 0 0 0 0 0 0 0 o 8" THICK ABC BASE COURSE (COMPACTED 100%)
LANDSCAPE BERM. CT SIZE 0000000000000000000 000
CA o 0 0 0 0 0 0 0 0 0 0
AND HEIGHT TO BE DETERMINED I 00000000000000000000000
Ew IN FIELD BYTOWN dF i
i �� ueza FLUSp WHISPERING PJNES, GRADING ® I SUB -GRADE (100% COMPACTION)
I ,\61 y3� \ 3 CONTRACTOR, AND LANDSCAPE
S TA"p1'9 w� %Air&E,p, , FROM GRADING
EXCESS SOIL ® I
/ FROM GRADING SHALL BE USED IN
vw, CONSTRUCTION OF BERM.
3 I 4 HEAVY DUTY ASPHALT DETAIL
/ EXISTING CART PATH
I I I NOT TO SCALE
1
Iv;u FFE+`"' ° I WATER SUPPLY WATERLINE
�p FOR BUILDING. SEE SHEET 12"
/ F POLICE i P-1 FOR ALL PLUMBING Q I
/ \ w I I INFORMATION 1 6" ABC; COMPACTED TO 95%
ao
/ 1 \
FIRE DEPT.
TRENCH BENEATH EXISTING 8 I GEO-TEXTILE FABRIC.
I \ CONCRETE SLAB OR SAW � EXTEND FABRIC 17'
FFE+N$• 8 I eg CUT,REMOVE AND REPLACE i BEYOND EDGE OF DRIVE
\ e ETE FOR WATER LINE AND
t \ ( UTILI)NSTALLAT! 1 COMPACTED/UNDISTRUBED
(CONTRACTORS OPTION). REMOVE TYPICAL SECTION SUBGRADE
AND REPLACE EXISTING PLANTS �q
T +�" TREE PROTECTION
FENCE. FENCE TO BE AS NEEDED. C7 Q i 5 GRAVEL DRIVE D ETA I L
t+�
i tz PLASTIC ORANGE ' �Q G ®
FENCING OR EQUAL. 1 C7 C711
2Ll III s
\—'oL BENCHMARK:
I
EIP @ ELEV. 944.99'
_ c I 6 3 3
i �_' S 86°02'21" W
86-09'18" W 76?. ` — —
` a r a S 85-_*.'53" W 105.22' 40.20'
s 61°30'30 wJ� HARDEE LANE
POINT OF BEGINNIG
E FOR SITE LAYOUT:
I ( POWER LINES ` \ PROPERTY CORNER 6
9 SITE PLAN ELECTRICAL POWER BOX (APPROX. LOCATION)
(APPROX. LOCATION) L-1
PHONE LINE (FIBER OPTIC)
L-1 (APPROX. LOCATION)
NOT TO SCALE
TYPICAL SECTION
H EAVY - D
NOT TO SCALE
OWNER: VILLAGE OF WHISPERING PINES
10 PINE RIDGE DRIVE WHISPERING PINES,N.C., 28327
PROJECT LOCATION: HARDEE LANE
LRK #: 20000179
PIN #: 858408997379
ZONED: EX
TOTAL ACRES: 8.0 (PROPERTY LIMITS)
ACRES: 2.00 (LIMITS OF DISTURBANCE)
100 YEAR FLOODPLAIN ELEV: NOT IN FLOOD ZONE
DEED BOOK: 1585, PAGE: 38
SETBACKS: FRONT: 0', SIDE: 20' OR 0', REAR: 20'
IMPERVIOUS SURFACE CALCULATIONS:
PROPOSED ASPHALT PAVING: 18741 SF
PROPOSED CONCRETE PAVING: 790 SF
PROPOSED GRAVEL PAVING: 4670 SF
PROPOSED BUILDING: 4828 SF
TOTAL PROPOSED IMPERVIOUS: 29029 SF (0.67 AC.)
TOTAL EXISTING IMPERVIOUS: 25610SF (0.59 AC.)
TOTAL IMPERVIOUS SURFACE: 53690 SF (1.26 AC.) (15.7%)
2 PROJECT DATA
L-1
RESERVED COLORS:
LEGEND 8 BORDER - GREEN
PARKING SYMBOL- WHITE ON BLUE BACKGROUND
BACKGROUND -WHITE
1 12" y
_ I
C MAXIMUM
PENALTY
$250
v IIW20-37.6
aozav iY 12"
VAN
ACCESSIBLE
VAN ACCESSIBLE SIGNAGE MUST BE DISPLAYED AT ALL VAN
ACCESSIBLE PARKING SPACES 16.0' WIDE: SEE LAYOUT PLAN
FOR LOCATION OF VAN ACCESSIBLE SPACES.
- HANDICAP SIGNAGE MUST BE DISPLAYED AT ALL HANDICAP
PARKING SPACES
f , 24"
12" DIA,
HANDICAP SIGN DETAIL
NOT TO SCALE
EXPANSION JOINT (EJ) WHERE NOTED
4" AT ENTRY WALK AND SLAB AT END OF BLDG.
6" CLASS A-3 FIBER REINFORCED CONCRETE
(3500 PSI); BROOM FINISH, UNLESS NOTED
OTHERWISE
6" ABC; COMPACTED TO 95%
COMPACTED/UNDISTRUBED SUBGRADE
UTY CONCRETE DETAIL
yw
NORTH
SCALE: 1 "=40'-0"
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PROJECT NO.:
0807
DATE:
3-1-09
REVISIONS:
MOVE.BLDG. 616-09
REVISE PER NCDENR
COMMENTS 1-27710
SHEET NO.
L-1
+
i

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- _-
CONSTRUCTION SPECIFICATIONS:
I. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND
ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER
AND STOCKPILE OR DISPOSE OF PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO
THE PE516HATED DISPOSAL AREA.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION,
ORGANIC MATTER, AND OTHER OB,ECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO
EXCEED q INCHES AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO
ALLOW FOR SETTLEMENT.
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN
THE RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR A KEYWAY CUTOFF
TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE SOIL.
PLACE THE FILTER FABRIC, BETWEEN THE RIPRAP AND SOIL. EXTEND THE FABRIC
ACRO55 THE SPILLWAY FOUNDATION AND 51DE5 TO THE TOP OF THE DAM: OR
- EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPILLWAY FOUNDATION
EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT
LEAST 2 FT DEEP AND 2 FT WIDE WITH 1.1 SIDE SLOPES.
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO
FACILITATE SEDIMENT CL.EANOUT.
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER,
2
L-2
NOT TO SCALE
Rod o
QJeVG 00�
G' MIN. DEPTH OF
2'-3' SIZE STONE
OOURSE AGGREGATE
0
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MID OR SEDIMENT LEAVING
THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2- INCH
STONE. AFTER EACH RAINFALL, INSPECT ANY 5TRUGTURE USED TO TRAP SEDIMENT AND
GLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OB.IEGTIONABL.E MATERIALS
SPILLED, WASHW, OR TRACKED ONTO PUBLIC, ROADWAYS.
TEMPORARY GRAVEL
6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM BOTTOM
WIDTH OF 3 FT AND MAXIMUM SIDE SLOPES OF Id THAT EXTEND TO THE BOTTOM OF THE
SPILLWAY SECTION.
T. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE PLANS,
1141TH 2:1 51DE SLOPES EXTENDING TO THE TOP OF THE OVER FILLED EMBANKMENT. KEEP
THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21
INCHES. THE WEIR MUST 13E LEVEL AND CONSTRUCTED TO GRADE TO A55URE DESIGN CAPACITY.
6. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRATED MIXTURE OF STONE
WITH A d50 51ZE OF 9 INCHES (CLASS B EROSION CONTROL STONE 15 RECOMMENDED) AND
A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE
SMALLER STONES WORKED INTO THE V0105 OF THE LARGER STONES. THE STONE SHOULD
BE HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT.
q. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST THE
TOE OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET
VELOCITY 15 ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE
5TONE OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE CENTER
TO CONFINE THE OUTFLOW STREAM.
10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS
OUTLET 50 THAT FLOW WILL NOT DAMAGE THE EMBANKMENT.
11. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL
AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION.
12. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT
LEVEL (ONE-HALF THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN THE FIELD.
CONSTRUCTION ENTRANCE NOT TO SCALE
APPLE Si Be b"
E TOP OF TIE SEW
5
L-2
7
L-2
I. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
-1. CONTINUE WITH FINE GRADING OF SITE.
2. INSTALL TEMPORARY SILT FENGINS AND SEDIMENT TRAP AT
8. WHEN CONSTRUCTION ACTIVITIES ARE COMPLETE AND
LOCATIONS SHOWN ON PLAN.
ALL SOIL AREAS 5TABILIZED, GALL FOR ON -SITE INSPECTION
3. GALL FOR ON-51TE INSPECTION BY VILLAGE OF WHISPERING
BY VILLAGE OF WHISPERING PINES CONSTRUCTION INSPECTOR.
PINES CONSTRUCTION INSPECTOR.
q. IF 51TE 15 APPROVED, REMOVE TEMPORARY EROSION CONTROL
4. INITIATE GRUBBING AND TOPSOIL STRIPPING OF THE 51TE.
M1EA5URE5 AS DIRECTED, SEED, FERTILIZE AND MULCH RESULTING
5. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT
DISTURBED AREAS. CLEAR ALL DE5RI5 AND SEDIMENT
BUILDUPS AT ALL SILT FENCING AND SEDIMENT TRAP TO
ACCUMULATION. ESTABL15H PERMANENT STABILIZING VEGETATION
MAINTAIN ADEQUATE EROSION CONTROL MEASURES.
DURING THE APPROPRIATE TIME OF YEAR.
6. SLOPES LEFT EXPOSED UPON COMPLETION OF ANY PHASE OF
GRADING SHALL, WITHIN 21 CALENDAR DAYS, BE PLANTED OR
10. UPON ESTABLISHED AND STABILIZED VEGETATION, GALL FOR
OTHERW15E PROVIDED WITH TEMPORARY OR PERMANENT
FINAL IN5PE ,TION BY VILLAG4E OF WHISPERING PINES CONSTRUCTION
GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
INSPECTOR'
RESTRAIN EROSION.
CONSTRUCTION SEQUENCE
for EROSION CONTROL
I. ALL ER05ION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE PER WEEK. ANY NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN ALL DEVICES AS DESIGNED.
2. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT TRAPS OR BASINS WHEN 570iRAGE CAPACITY HA5 BEEN APPROXIMATELY
50% FILLED OR REACHED THE DESIGNED GLEAN OUT ELEVATION. GRAVEL SHALL BE GLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER FUNCTIONS PROPERLY.
3. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED, AND MULCHED ACCORDING TO SPECIFICATIONS TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE GOVER.
4. REGRADE THE TEMPORARY CONSTRUCTION ENTRANCE WHEN RUTS ARE TO THE POINT THAT 501L 15 EXPOSED. A MINIMUM OF 6"
OF GRAVEL SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL GRAVEL MAY BE REQUIRED TO ACHIEVE b" OF COVER DUE TO
SPREADING OF STONE BY CIO TRAFFIC.
5. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET IN THE N.G.
DEPT. ENVIRONMENTAL HEALTH d NATURAL RESOURCES, LAND QUALITY SECTION ER05ION AND SEDIMENT CONTROL PLANNING
AND DE51GN MANUAL.
6. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL METHODS DURING CON5TRU6TION, AND
THE OWNER 15 RESPONSIBLE FOR ALL MAINTENANCE OF ALL PERMANENT METHODS AFTER GONSTRUGTION 15 COMPLETED.
MAINTENANCE PLAN
SEEDING MIXTURE:
SPECIES RATE:
WINTER RYE (GRAIN) 200 1-51
GERMAN MILLET 120 LB/AG.
SEEDING DATE-5:
WINTER RYE (GRAIN): SEPT. 1 - MAR I
GERMAN MILLET: MAR I - SEPT. I
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF 501L TEST OR APPLY
2000 LB/AG. GROUND AGRICULTURAL LIMESTONE
AND -150 LB/AG. 10-10-10 FERTILIZER.
MULCH:
APPLY 4000 LB/AC. STRAW. ANCHOR 5TRAW BY TACKING
WITH NON -ASPHALTIC, TAGKIFIER, NETTING, OR A MULCH
ANCHORING TOOL. A 015K WITH BLADES TURNED NEARLY
STRAIGHT CAN BE USED AS AN ANGHORING TOOL.
MAINTENANGF
REFERTIL17 -.'GROWTH 15 NOT ADEQUATE. RESEED,
REFERTILIZE;AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING SCHEDULE
NOTE: TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER
THAN ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE.
B 00wr a WA REA
I. GRADE THE BASIN 50 THAT THE BOTTOM 15 LEVEL FRONT TO BACK AND 51DE TO SIDE.
2. DRIVE 5' STEEL P05T AT LEAST 24' INTO SOLID GROUND ACROSS THE WIDTH OF THE SEDIMENT TRAP
AND UP THE SIDES A5 WELL. THE TOP OF THE FABRIC SHOULD BE 6' HIGHER THAN THE INVERT OF THE
SPILLWAY.
3. SECURE THE BAFFLE MATERIAL AT THE BOTTOM AND 51DE-5 USING STAPLES OF BY TRENCHING A5
FOR SILT FENCE.
4.120 NOT 5PLIGE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
5. SPACE THE BAFFLES ACCORDING TO THE APPROVED PLAN. INSTALL A MINIMUM OF THREE ROWS OF BAFFLES.
6. THE FLOOR OF THE BA51N IN THE OUTLET ZONE AND BERMS SHOULD BE SEEDED IMMEDIATELY AFTER
THE BA51N 15 CON5TRIIGTED.
4� SILT FENCE BAFFLE SYSTEM FOR
L-2
TEMPORARY SEDIMENT TRAP NOT TO SCALE
9
L-2
COMMON BERMUDA SEED 2 L13JI000 SF
SEEDING DATES:
COMMON BERMUDA : MAR. I - NOV. I
SOIL AMENDMENTS: COMMON BERMUDA
FOLLOW RECOMMENDATIONS OF 501L TEST OR APPLY
3000 LB/AG. GROUND AGRICULTURAL LIMESTONE
AND &Z LB/AG. 10-10-10 FERTILIZER. ADD 25-50 LB5/ACRE
NITROGEN AT 2-3 WEEK INTERVALS THROUGH MIDSUMMER.
MULCH:
STRAW MULCH
MAINTENANCE:
SUPPLEMENT RAINFALL WITH WATER AS NEEDED TO COMPLY WITH ONE INCH
OF WATER PER WEEK MINIMUM AND MOW TO 5/4" TO 1" HEIGHT.
TOPDRE55 WITH 40 Ibs/ ACRE NITROGEN IN APR., 501bs
IN -TUNE, 30 It* IN XLY, AND 25-50 !bs IN AUG.
PERMANENT SEEDING SCHEDULE
NOTE: PERMANENT SEED MIX SHALL BE CHECKED FOR ADEQUACY ON JULY 15.
SEEDBED PREPARATION NOTES:
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE 5EEDED SHALL BE RIPPED TO 4" DEPTH AND SPREAD WITH AVAILABLE
TOP501L 4" DEEP. TOTAL 5EED13ED PREPARATION DEPTH SHALL BE 4-b" DEEP.
3. L005E ROCKS, ROOTS, AND OTHER OBSTRUCTIONS 514ALL BE REMOVED FROM THE SURFACE 50
THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION.
SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES 5HOWN, SHALL BE REASONABLY
SMOOTH AND UNIFORM.
4. IF NO SOIL TEST 15 TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SCHEDULE. IN
ADDITION PROVIDE 650 LB/AG.. OF SUPER PH05PHATE (0-20-0).
5. IF SOIL TEST 15 TAKEN, PROVIDE LIME AND FERTILIZER AGGORDING TO SOIL TEST REPORT.
b. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH SOIL DURING SEEDBED
PREPARATION.
-7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT
OR CULTIPAGK AFTER SEEDING. SEED ACCORDING TO 5EEDING SCHEDULE.
8. MULCH ACCORDING TO SEEDING SCHEDULE.
q. INSPECT ALL 5EEDING FOR COMPLIANCE WITH THE REQUREMENT5 OF THE 5EEDING SCHEDULE.
MAKE NECE-55ARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE
DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTILIZER, AND 5EEDING
REGYREMENT5.
MISCELLANEOUS NOTES:
I. GRADED SLOPES AND FILLS- THE ANGLE FOR GRADED SLOPES SHALL NOT BE GREATER THAN
THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION
CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, 5LOPE5 LEFT FXP05ED WILL, WITHIN 21
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
2. 6ROUND COVER- WHENEVER LAND 015TURBING ACTIVITY 15 UNDERTAKEN ON A TRACT COMM151NO
MORE THAN I ACRE, IF MORE THAN I ACRE 15 UNCOVERED, A GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE PLANTED WITHIN 15 WORKING DAYS ON THAT PORTION OF THE
TRACT UPON WHICH ACTIVE CONSTRUCTION 15 NOT BEING UNDERTAKEN.
SEEDBED PREPARATION NOTES
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DATE:
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REVISIONS -
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SHEET NO.
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PROJECT NO.:
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DATE:
6-30-09
REVISIONS:
REVISE PER NCDENR
COMMENTS 1-27-10
SHEET NO.
L-5

OWNER: VILLAGE OF WHISPERING PINES,
10 PINE RIDGE DRIVE
WHISPERING PINES, N.C., 28327
PROJECT LOCATION: HARDEE LANE
LRK #: 20000179
PIN #: 858408997379
ZONED: EX
TOTAL ACRES: 8.0 (PROPERTY LIMITS)
PROJECT ACRES: 2.00 (LIMITS OF DISTURBANCE)
WATERSHED: WS-III-BW LITTLE RIVER, HIGH QUILITY WATERS
100 YEAR FLOODPLAIN ELEV: NOT IN FLOOD ZONE
DEED BOOK: 1585, PAGE: 38
SETBACKS: FRONT: 0, SIDE: 20' OR V, REAR: 20'
EXISTING CONDITIONS TAKEN FROM SURVEY OF AS BUILT CONDITIONS PREPARED BY
RYAN MCBRIDE, DATED 1-27-2010.
GENERAL NOTES
EXISTING STONE FILTER AND WIER —
FROM TEMPORARY SEDIMENT TRAP TO
REMAIN FOR RUNOFF CONTOL.
810-RETENTION STORAGE AREA
BELOW STONE FILTRATION OUTLET
PROVIDE PERMANENT GRASSING
ON ALL SOIL OF INFILTRATION
BASIN -1.
CROSS SECTION
EXISTING STONEFILTER AIN
FROM TEMPORARY SEDIME
REMAIN FOR RUNOFF CON1
STORM EVENTS LARGER TI
INFILTRATION BASIN STORA
AREA BELOW STONE FILTRF
OUTLET. CLEAN OUT SEOIMI
AND RESHAPE BOTTOM OF
TO PROVIDE REQUIRED STC
CAPACITY.
N FI LTRATI O N BASIN
NOT TO SCALE
3
L-6
ELEVATION
SURFACE AREA
AVAILABLE STORAGE
358.00
3827 SF
1707 CU. FT.
357.50
3002 SF
1303 CU. FT.
357.00
2210 SF
1005 CU. FT.
3%50
1812 SF
TOTAL 4015 CU. FT.
VOLUME CALCULATIONS
•rHAarARn.
2
L-6
BIO-RETENTION STORMWATER CALCULATIONS: 2 INFILTRATION BASIN
DESIGN STORM: 1 YEAR, 24 HOUR L�
DRAINAGE AREA (A):1.65 ACRES EXISTING TEMPORARY SEDIMENT
IMPERVIOUS SURFACE: 0.66 ACRES TRAP TO BE CONVERTED TO AN
RUNOFF COEFFICIENT (C) = 0.62 INFILTRATION BASIN AFTER COMPLETION
RAINFALL INTENSITY = 5.32 (5 MIN TC, NOAA DATA) OF CONSTRUCTION. REQUIRED STORAGE /
PEAK FLOW = CIA = (.52)(5.32)(1.65) = 4.56 cfs (POST DEVELOPMENT CAPACITY = 3684 CU. FT. CLEAN -OUT
PEAK FLOW = CIA = (.25)(5.32)(1.65) = 2.19 cfs (PRE -DEVELOPMENT) SEDIMENT AND RESHAPE BOTTOM OF
RUNOFF VOLUMN (SIMPLE METHOD) EXISTING TRAP AS SHOWN TO PRODUCE
RUNOFF COEFFICIENT: 4015 CU. FT. OF STORAGE CAPACITY
Rv = 0.05+ (0.9)(Ia), la = IMPERVIOUS AREA ACRES/DRAINAGEAREA ACRES BELOW STONE FILTER OUTLET. I
la (PRE -DEVELOPMENT) = 0.00
IS (POST DEVELOPMENT) = 0.40
Rv (pre) = 0.05 + 0.9(0) = 0.05 I
Rv (post) = 0.05 + (0.9)(0.40) = 0.41 1
RUNOFF VOLUMN: I
V = (3630)(Rd)(Rv)(A)
Rd = RUNOFF DEPTH (1.5') 1
Rv = RUNOFF VOLUMN 1
A = DRAINAGE AREA ACRES
V = (3630)(1.5)(OAII)(1.65) = 36M cu.tt. ' TOP OF DAM:
E°
RUNOFF CALCULATIONS EXISTING
STONE
�� 1
EXISTING STONE SPILLWAY:
ELEV. 358.50
AVERAGE BOTTOM
DIMENSIONS
�
' 358 1 75' x 25' (ELEV. 356.50)
/ s \ 3' WIDE GRASS SWALE
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SYMBOL DESCRIPTION ,
fit------- VEXISTING CONTOUR `
5' EXISTING CONTOUR
LIMITS OF DISTURBANCE
SILT FENCE I i
® TREE
NEW ASPHALT PAVING
NEW GRAVEL PAVING
SEDIMENT TRAP BAFFLE
7 � LEGEND
148.20'
E0geofAs�Built Asphalt
/ 1
l -), STORMWATER MANAGEMENT PLAN
L-6 /
35
1 /
1
FIFE = 361.46'
EXISTING SPOT
ELEVATIONS
kPpraved Stor. 1 Vater Permit Docur enfii;
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DATE:
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REVISIONS:
REVISE PER NCDENR
COMMENTS 1-27-10
SHEET NO.
L-6
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