20100431 Ver 1_Application_20100604

4190 Hpo~Y 1A SOUTH
#mwroH, Mc zs?°
?m"(Aa* i?7a PAX
Wright !o! ates
ENGINEERS a SURVEYORS
DATE:
PROJECT NO
ATTENTION:
6/2/2010 ° K•
899-001
TO: NCDENR
Division of Water Quality Wetland/401 Umt
2321 Crabtree Blvd. Ste. 250
Raleigh, NC 27604-2260
WE ARE SENDING YOU : X ATTACHED
THE FOLLOWING ITEMS:
SHOP DRAWINGS X OTHER SEE BELOW
X PRINTS
X PLANS
SAMPLES
SPECIFICATION
COPY OF LETTER
COPY OF MAP
CHANGE ORDER
km@,Gwtr-i,-,
JUN - A 2010
DENR - WATER QUALITY
WETLANDS AND STORM. ATERRRANCF1
COPIES DATE NO. DESCRIPTION
5 PCN form for Donnie Owens Property, Lincoln county, NC

3 11 "x17" Working Drawings

2 24"x36" Working Drawings

1 $240.00 Application Fee
REMARKS: Let us know if you have any question(s)
SIGNED: Miles A. Wright
COPIES File
THESE ARE TRANSMITTED AS BELOW:
X FOR APPROVAL
FOR YOUR USE
AS REQUESTED
FOR REVIEW
20100431
TRANSMITTAL PA l
FOR SIGNATURES
X FOR YOUR FILE
RETURNED FOR CORRECTION
FOR BIDS
UNDER SEPARATE
COVER

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Lcc B, ~ t ~ ; ~h : :~~GHT ~SSOC~ATES DESIGNED ®o A FZ f I. i _..,1~, 3~ y, ~ ~5" : a~ ®~aa® ~ ~;a r~ ~ r ~ , ~ ~ ENGINEERS ~ SURVEYORS 2 1 0 4 3 J08 NO.o ~sg-009
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MAW CHECKED 4190 HIGHWAY 16 SOUTH - a S AL orv.
NEWTON, NC 28658 3PROJECT MAW 0 30 60 120 oh ~ LD B. 0 WENS EROSION CONTROL PLAN
MANAGER ®~~INE~,~° [phone] OFFICE 1688 OOLI Do g
828) 465 5878 FAX LINC LUTON, N. Co 28092
NO. RECISIONS DATE BY LINCOLN' COUNTY MENEM= X COUNTY NORTH CAROLINA JUN - a 2Qd~ SHEET 1 OF 2
DERR -WATER QUALITY WETLANDS AND STOR;ria' 4 ER CH

NOTES; SEEDING SPECIFICATIONS
Date Type Planting Rate
FENCE FABRIC SHALL BE A MINIMUM OF 32'° IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12°° STAY SPACING. , 2 MIN. Aug. 15 -Nov, 1 Rebel Fescue 300 Ibs./Ac or
7 Ibs. /1000 s.f. RIP-RAP STONE - CLASS I y2" - ~5'Y wASHEO STONE Nov. 1 - March 1 Rebel Fescue and 300 Ibs./Ac. or
FILTER FABRIC SHALL BE MIRAFI 140 FABRIC OR EQUIVALENT. ~ F F
HT AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE, COMPACTED STEEL POSTS SHALL BE 5 0 IN HEIG BERM ' r 25 Ibs./ac. or
2 1/2 Ib./1000 s.f. March 1 -April 1 S Rebel Fescue 300 Ibs./Ac. or
s sa IN. 18 M . - 7 Ibs>/1000 s.f.
12-9 2 GAUGE TOP STRAND MIN. 10 GAUGE ~A~ STAY WIRES M N. / ~ ' • ` °B J 12 STAY SPACING ,~tEJtl ~~Fa)LI;;~~ April 15 -July 20 Bermuda Grass 300 Ibs./ac.
LINE WIRES MIN. 12-1/2 GAUGE ~ ~ " 1 Ib./1000 s.f. July 15 -Aug. 15 Rebel Fescue 300 Ibs./ac. or
MIN, OF 6 ° A 6 11`P, _ _ and 1 Ib./1000 s.f,
_ -I ~ I° °°'•I I I-iii-~ e - I I- - UNOISIIJR®EO SOIL Browntop Millet 35 Ib./ac. or
MAINTENANCE.° _ I 1=1 I 1-1TI-I i e-T-° - ~ FILTER FABRIC or 7/8 Ib/1000 s.f.
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL, SECTION A-A Sorghum Sudan Hybrids 30 Ib. ac. or 3/4 Ib./1000 s,f.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW ARE4 AND REPAIR THE Mulch with straw applied at the rate of 75 - 100 Ib./1000 s.f.
DNERSION RIDGE CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS 4'-6' Heavily mulched during January -March period.
AS NEEDED. WHEN THE AREA PROTECTED 1S PERMANENTLY STABILIZED, FILTER FABRIC REMOVE THE RIDGE AND THE CHANNEL TO BLEND WtTN THE NATURAL Apply agricultural lime at the rate of 90 Ib./1000 s.f.
z GROUND LEVEL AND APPROPRIATELY STABILIZE IT. Apply 10-10-10 commercial fertilizer at the rate of 20 Ib./1000 s.f.
Tack: Asphalt tie down - 225 gal./ac. NOTE: n~T ~
STEEL POST NOTE:
I ENSURE ~ TOE Of ENSURE THAT THE MAXIMUM SPACPNG BETWEEN DAMS PLACES THE GROUND COVER - Vlhenever land disturbing acitivity is undertaken on a TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP tract comprising mare than one acre. Ground cover shall be on all exposed
OF THE DOWNSTREAM DAA9. stapes within 15 working days but no more than 30 calendar days, following
NOT TO SCALE of THE completion of any phase of grading; permanent groundcover for all disturbed
ENSURE ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT areas wtihin 15 working days or no more tahn 90 calendar days following
EXEEDE EXEEDED 2 ACRES. completion of construction or development
~ KEEP i KEEP THE MAXIMUM HEIGHT AT 2FT. AT THE CENTER OF THE DAM.
BOTTOM STRAND ~~~AC KEEP i MIN. X10 GAUGE ~ ~ KEEP THE SIDE SLOPES OF THE DAM AT 2: P OR FLATTER.
- ~ w STABILIe ®---STEEL POST- ~ FtARED fNO SECflON CAUSED STADILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION
- I I~=1 ~ CAUSED EY CHECK DAMS. SEEDBED PREPARATION NOTES:
I I=I ~ S MAINTENA MAINTENANCE: 1. Surface water control measures to be installed according to plan.
~I I I ° °a~NCms N tNSPEC 2. Areas to be seeded shall be ripped and spread with available INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENI: topsoil 3°° deep.
° ANTICIP 6 a W/0 WIRE BACKING ANTICIPATE 5U9MERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM 3, Loose rocks, roots and other obstructions shall be removed from
HIGH F g W/WIRE BACKING tF SIGN HIGH FLOWS ARDUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDPATELY. the surface so that they will not interfere with establishment and IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE R1P RAP LINER maintenance of vegetation. Surface for final seedbed preparation,
IN THAI IN THAT PORTION OF THE CHANNEL . at finished grades shown, shall be reasonably smooth and uniform.
MAINTENANCE° g°_ 9 2" NOTE.° SEE PLAN PROFILE SHEETS ~rrorcKNESS~ RE OVE 4. If no soil test is taken, fertilizer and lime to be according to seeding
M INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY OF STREETS FOR DIMENSIONS TO CHA REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS A5 NEEDED TO PREVENT DAMAGE specifications above. In addition, provide 15 Ibs./1000 s.f, of super- TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO GRAIN THROUGH THE STONE phospate.
REQUIRED REPAIRS 1MMEDIATLEY. CHECK CHECK DAM, AND PREVENT LARGE FLOWS CARRYING SEDIMENT OVER THE DAM. 5, If soil test is taken, provide fertilizer and lime according to soil test
ADD Si SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. report.
INEFFECTIVE, REPLACE IT PROMPTLY, REPLACE BURLAP EVERY 60 DAYS. ~R' ftARED EM® sECTfOM 6. Fertilizer and lime shall be applied uniformly and mixed with the soil during seedbed preparation.
MAiNTENANCE.° INSPECT RIP-RAP OUTLETS AFTER HEAVY RAINS TO SEE !F ANY EROSION AROUND OR 7. Additional erosion control measures may be required depending on field
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE VOLUME FOR EELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES NAVE BEEN DISLODGED. IMMEDIATELY ~ conditions. 8. Mulch to be tacked or mechanically tied down within two days after
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE TAKE CARE TO AVOtD T MAKE ALL NEEDED REPAIRS TD PREVENT FURTHER DAMAGE UNDERMINING THE FENCE DURING CLEANOU mulch is spread.
a 9. Buffer zones to be used only as specifically denoted on plans.
MOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING ~ RE 10. Borrow and fill to be balanced on site.
THE AREA TO GRADE AND STABILIZE JT AFTER THE CONTRIBUTPNG DRAINAGE AREA HAS GENERAL NOTES: BEEN PROPERLY STABILIZED. 9. SEDIMENT SHALL BE REMOVED ANO TRAP RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO 9/2 THE DESIGN DEPTH Of THE TRAP. `WtOm"
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA ANO IN SUCH e,,, o,,
A MANNER THAT IT WILL NOT ERODE. ~ C~nstructi0n Seauence
3. THE STRUCTURE SHALL BE INSPECTED AFtER EACH STORM EVENT BY THE
FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPAIRS MADE AS NECESSARY. 1) Schedule Preconstruction Conference with Lincoln County Natural Resources X704-736-8501).
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. 2) Install Sediment Control Devices as indicated on approved Erosion Control Plan. 3) Rough Grade Driveway as shown on driveway plans.
5. THE SEDIMENT TRAP SHALL BE REMOVED ANO THE AREA STABILIZED WHEN THE
6' ~4K! THICK DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. T Tr~? r~r 4) Install Storm Drainage as shown on road plans.
~•-3~ C S~ ~RET~ I.- I' tIT~B~ STONE. 6. SILT FENCE INSTALLA110N SHALL BE IN ACCORDANCE WITH STD. N0. 30.06 6J 1 L1 ?•AS5' t R1P-RAP 5) Install Pipe Inlet protection as shown on Erosion Control Plan 6) Permanently Seed and/or place matting on all Slopes and ditches as specified on Approved Plan•
NOT TD SCALE 7) Install ABC on Road as shown on driveway plans.
50 MINIMUM 8) Pave driveway as shown on driveway plans.
9) Seed & Mulch all disturbed areas.
10) Once areas have been stabilszed, call Lincoln County Natural Resources for Final Inspection. 11) Once Final Inspection has been performed and passed, remove all Erasion Control Devices and
u i n i n ~ ~ n n-iTrTi-~ i ~-iTi-Ti-iii-iii-iTi-iii-iTi-iT-iTi-iT-iii-^iTi-i i ~-Ti-Ti-iTi-u i-~ i-iii-i n-i i ~ dispose of properly.
50° MINIMUM
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MAINTAIN THE GRAVEL PAD 1N A CONDITION TO PREVENT MUD OR
SEDIMENT FROM THE LEAVING THE CONSTRUCTION SITE THIS MAY REQUIRE PERIODIC TOPORESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND a
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE ~ ~ ~t~
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. MAINTENANCE: ~ ~ ~ INSPECT ROCK PIPE INLET PROTEC110N AT LEAST WEEKLY AND AFTER ~ ~ r
EACH SIGNFICANT RAINFALL (VENT (1 /2 INCH OR GREATER) AND REPAIR ~ ~ •~,s~aa , ,
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE _ ' ~ d a ' ~ '~`~f'~`
AREA TO IT°S ORIGINAL DIMENSIONS LIEN THE SEDIMENT HAS ACCUMULATED ~ ~ ~ ~ ~ ~ ~ '°'I" TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE SEDIMENT THAT IS ;°M1''
REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED ~
NOT TO SCALE PART OF THE GRAVEL. FACING. h „ti , ~~~y E y~
CHECK THE STRUCTURE FOR DAMAGE. ANY RIP-RAP DSIPLACED FROM THE d ` ~ ~~~1• yi
STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. ~
~x ~ AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY ~ ~ ~ 1r~ °
STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH , F ;
THE AREA TO BLEND WITH THE ADJOINING AREAS ANO PROVIDE PERMANENT ' Pid ¢
GROUND COVER
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C ~'I I1VE°T TE'CT
NOT TO SCALE
s - - - - ~ - -
~ DATE. FEBRUARY, 2010
` ~I 0e1®i9@99BBBB,® - - Y~R~~~~ ~SS®C~~T~S ~ . ~~i~ JOB NO.: BI§9-oot
DESIGNED EGG CAR `~,~°°®°®®o O i . " ' ENGINEERS & SURVEYORS
DRAWN LGC e~ ~ESStO7a i o ' , ° ~r ~ ~ : ; _ , ~ , ~ DRAWING
BAR SCALE 1 30 tl e ~ _ .'L ~ ~ L gyn.
CHECKED MAW - S AL r 94190 HIGHWAY 16 SOUTH AiVe• MAY PLAN
4 h 0 l NEWTON NC 26658 o e® j DA I C R EROSION CONTROL
PROJECT MAW 0 15 30 60
a,~ MANAGER GIN [phone] OFFICE 0oa®ao~~ C~0 270 INVE'RLOCHY ROAD
826 465-5878 FAX Iron Station, NC, 28080
NO. RECISIONS DATE 9Y LINCOLN COUNTY _ 0 COUNTY NORTH CAROLINA SHEET 2 Of 2