20020571 Ver 1_Site Plan_20020415

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NO. AEVASION3 GATE
DRAWN BY.' TA.S.
. I " SITE TECHNOLOGIES, INC. Mark Ellington Prope * e Asa = . Land Planning & Landscape Architecture
iperty DESIGNED BY.TAS.
3•~^ P.o.aoX 1612 Oxford.. NC 27565 Enon Road at Hwy, 158 Site an SHEET; ~
DATE: 3/15/02 OF 4
919-693-2927 EMAIL: [e-mail] Ellington & Son, Inc. 5188 Old Rt. 75, Oxford, NC fordN 27565
' SCALE; t' = tpo' JOB NUMBER: 0205

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DISSAPATOR _ „ ~.0 _ ZONE 1 RIPARIAN BU E RIPRAP ENERGY - I -i ~ 3
_ I ~ s.v i ~ DQ NOT DISTURB VEGETATION CL. B RIPRAP 7 I I
- - -F- 1-I ;~~1~-~; 1-I - - SIZE: MIN. 5 W X 10 L OF 18
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- -1- I ----I I -f _ I I ,_l _ INV. IN = 93.50 0 9ti
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e -r- I ~ ~ SCH. 40 P.V.C. RIB'' AND BARREL . , I I , • ~ • • ~,ti~
12 RISER CUT OFF AT• 93.0 ~ , ~ ~ • . IMIT OF DISTURBANCE ANCE
110 OF 8 BARREL ®2.0~ _ ~ $ 92 ~ FOR THIS PROJECT
• 90 ~ - oe9°1 • • - • 'T I T BASIN 1 TEMPORARY SED MEN #
9 - ~ • • o` _ 4 og9 _ DIST. AREA = 1.23 AC.
. , , DRAINAGE AREA = 1.50 AC.
p , og 3°~' SIZE: 20 W X 40 L X 3 D
WEIR: 6 -SEE DETAIL
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DISTURBED AREA = 0.34 AC.
- , XISTING HOUSE DRAINAGE AREA = 0.34 AC.
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NO. REVISIONS DATE DRAWN BY.- TA.S.
CpR SITE TECHNOLOGIES, INC.
)perty DESIGNED BY: T.A.S. Private Road SHEET: Z
Mark Ellin gton Prope * a 753 ~ . Land Planning & Landscape Architecture P.o.soX 1612 Oxford, NC 27565 Enon Road at Hwy. 158
DATE: a Profile Sta. to 12 + 00 OF. 4 3/15/02 dord, NC 27565 HORIZONTAL 1'-40' JOB NUMBER: 0205
'"°TMY a '"°y 919-693-2927 EMAIL: tastallQgloryroad.net Ellington & Son, Inc. 5188 Old Rt. 75, Oxford, N SCALE VERTICAL. t -4

IMIT OF DISTURBANCE
FOR THIS PROJ T EC

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NO. REVISIONS DATE aooooooooo °
~po~H 4A., , oo„o~ DRAWN BY.• T.A.S.
o .nvscu6 v o0o SITE TECHNOLOGIES, INC. Mark Ellin ton Propert)
Land PI o * - < " * a anning & Landscape Architecture )erty DESIGNED BY: T.A.S. Private Road SHEET: 3
o 0
P.O.Box 1612 Oxford NC 27565 o ~ non Road at Hwy. 158 r DATE: 3/15/02 Road Profile Sta. 0 16 + 00 OF 4
919-693-2927 EMAIL. tastall to road.net °peacaaoeoc"'@ Ellin g ryton on Inc. 5188 1 Rt.
75, d Oxford, N le rd, NC 27565 ' ~ SCALE: HORIZONTAL. 1 40 VERTICAL 1"=4' JOB NUMBER: 0205

EROSION CONTROL NARRATIVE
~ ' ~ PROJECT DESCRIPTION
i _ _ i~ ni o ~ ~o ~o ~ a ~ THE PURPOSE uF THIS PROJECT ~S TC ~~tiS-A~•~ H ti~.,N .~~~nav SERVICE ~~AND ~ EE C;CCUPIED BY UNE HOME.
v~~ 0 0 ) 0 0 ( = ~ THE NEW DRIVEWAY W,LL BE BU~~LT T N C ~ an, ,,:,L, = :h t~C~~ ~ESiDENu~T R~At ~ ANT WI L ENTER ONTO
w~,' 0 G O ~ O J ~G ~ ~ HWY 158 !N GRANVILLE ~OuNTY, NORTH. `rE c~LAh- E _ S'~TE ~5 BEING IMPR„ EE F~;R TARM USE. 0 0 0(J"0(~' ~~~G T
~
Q~ ~ i ~c'-o° MAZ. sPACiNG o ~ o o ~ - SITE DESCRIPTION
~ M°N '~2-~/2 GA ~I 0 ~ ~ ~ ~ ~ ~ THE SITE 15 ROLLING W'TH S',.CPES GENER4~~~_" '~N`~~ ' ~9 RA^c;;E. 0 0 ~ o o`~' 0 G
'~hrERMEDIATE WARES o ~ o o ~ o ~ G ADJACENT PROPERTY
~ ~ ° - 7' - TYP ;;AL g of o0c J of a~ o ~ Q~ 0 'y ~ THE ADJACENT LAND USE lS ~JW DENSiTr RED GtNTi4L Ati~ a:~ni~i,~~TURA,.
I ~ ;n 0
I N MIN. - ~ PLANNED EROSION AND SEDIMENT CONT OL PRACTICES. TEMPORARr GRAVEL CONSTRUCTION EXIT - PRAC7!CE E ~:c
i i LENGTH TEMPORARY GRAVEL CONSTRUCTION EXIT WILL BE ~ ~_EL AT ?NE BEGWNING C. NEW DRIVEWAY AT THE INTERSECTION WITH HWY. 158.
COMPACTED ~ ~ ti'~TE. 2. TEMPORARY SEEDING -PRACTICE 610 -----?1 ~~4, SJRFACE S~ABILIZAT;ON WILL BE ACCCMPLISrIEG BY ~E~~N 'N'~rn AP~ROGRiATE ANNLIA~ COVER CROPS AND MULCH AS SPECIFIED IN THE
ACCOMPANYING NOTES POR THE APPROPRIATE SEASON.
~~N;E r.ABRIC SHALL BE A MINIMUM OF 32" ~N ~~I~ AND ~ o~~ nA~'E k MIN OF 6 UNE WIRES WITH 12 ~TA'i ~ra'_IN~,_ I ~ O 3. PERMANENT SEEDING -PRACTICE 6..1 PERMANENT STABiL'~ZATIv^N WILL BE ACC~~MPtS~+ED " ~~EDiN~ ~NI"~ KENT'~~CK'! 3' TALL FESCUE AT A RATE OF E,'GHT POUNDS/I,000 S. F.
~ ~ 18" MIN. F'~Owi ~ Na ~ _ K,F~, aC~ FABR'~C (OR EOU,aLj SHALL BE A M~'J ~ ~F 3S" ~ _ ~ ~r ~ I F Ril ~ AND MULCH DER TEMPURa~~ SEr~ N_ ~~REC~ TNS L ME, E ~ ZE,
- - . I-' - ~ "v ~ti90~'N AND SHALL BE STAPLEC OR ~ti'fRED TO T~F' ~ ENCE. - - i - I - ~ - I i, i t: ~ 4, RIPRAP ENERGY DISSAPATOR -PRACTICE 6.41 0 0 0 0 0 0~1 o PLACE RIPRAP ENERGY DISSAPATOR AT H~ LCWNSTREAti' ENG uF ?~E NEW ~'LdERT, S'ZE ACCORDING TO THE DIMENSIONS JN P~~AN,
I i _ _ „ _ I - - - ~ - - ~ - r i c~ i ~ ~?EEC uS~S SHALL BE 5'-0" .h HEIGHT ANC ~4L` !~F n I i - - I _ ~ i ' ~ -i _ ii iii _ - ~ r ~o o v 0 0 ;off ~ 5. TEMPQRARY SEDIMENT TRAP -PRACTICE 6.60 PLACE TEMPORARY SEDIMENT TRAP A5 ;HOW'N N ~4:Ef rSNCENT,RATED TLC`NG ANC SETTLE SEDIMENT FROM RONOFF BEFORE BEING
- ~ - R , - - F FAT A, T TYP - E, _L S ~N N ~E S E - -i i E C ~L E, ~ i I ~ (I ' ' F~ r i ~i i~TER ABF I I FILTER FABRIC RELEASED INTO NATURAL DRAINAGE SYSTEM.
~ i -i I i- - - - ~ ~ ~ ~ ~ - ~T -C' r T 4. ,N~";0 P' HA - IN H~hH. A _ _ D O.,~S S ~L BE 6' 0" r ~ N~ 3" ~ A N i i ~ - - - - - - T ' ~ i _4 A - ~ r I ~ r I. - i 'a F p vV R R H N v T. E B L BE E~ O d ~ S E u0~ ~S N - O - I
i I i I _ III _ _ - - -i ~ - ~ ~ P' ~ ~ i i - 'HA, ~TA _ ~E_S ti 9 Vr'~RE ~ DES 2" ~uN~ ~ - - - - - 1 i i I I i I~ I
I i c -T C ~,n ~ ~F. _ - P '(I h 4 - - ~N~ E~.,,~Nu Sh~~~D BE MADE A ER EA,,N RAH iM NT i _ ~tD E r ~p ~ T, ,
'l ~ C t. ~ ~ Y I T I _ _ 0~'~ S M';S BE REMOVEC JJH:'v hE R~A ~ F viuM 0 1/3 THE HE'~GHT OP THE FENGE
CONSTRUCTION SEQUENCE
1. OBTAIN A GRAuING PERMIT.
2. INSTALL A TEM°ORARY GRAVEL CUNSTRUCT!ON Ex'~T, °~?:_RARY DIVERSION DITCHES AND TEMPORARY SEDIMENT BASINS SHOWN PRIOR TO BEGINNING C~~EARING AND GRUBBING ~~~EAR ONL~r ENO'. GH TO INSTALL THESE DEVICES. CLEAR AND GRUB,
- IF IT IS DETERMWED DURING THE COGRSE OF CONS'RUGTION THAT SIGMFICANT SECIMENT IS LEAVING THE SITE DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OE THE APPROVED EROSION CCN?ROL P!AN, THE PERSON RESPONSIBLE FOR THE LAND DISTURBING
ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE aCT10N.
- IF THE PERSON RESPONSIBLE FOR THE DISTURBANCE FAILS TO TAKE IMTIATIVE TO KEEP SOIL AND DEBRIS ON SITE, ENFORCEMENT ACTION MAY BE TAKEN AGAINST THE SITE ANC THE SRA~~'NG PERMIT REVOKED ANDjUR A STOP W6RK ORDER ISSUED.
3. INSTALL THE CULVERTS, HORSESHOE FILTER, SEDIMENT "RAPS, AND ENERGY CISSAPATORS. THEN ROUGH GRADE THE SITE.
~ , 4. COMPLETE FINAL GRADING, PLACE GRAVEL ROAD BASE ON !PREPARED SUBGRADE AND STABfLIZE ALL DISTURBED AREAS_ CARRY P,.PRAP UP ti,~~l ~ M~Iv.
C,T BEPM OF SPILLWAY - `**NOTE"' PHASE GRADING OPERATION SO THAT DID ~R'D AREAS CAN BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN ~RCiSION WITHIN 15 WORKING ~CAr'S,
'~~Ow TOP ELEV. OF T~ P V. F T RMWATER S. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES W'~~L BE NSPECTED WEEKLY AND AFTER ALi_ RAINFALL EVENTS, NEEDED REPAIRS AND ~ ELE 0 S 0
f . MAINTENANCE ARE .C BE MADE IMMEDIATELY. I F~~~~ STQRA~E ZONE. _~"f _T~ ~ 6 WHEN CONSTRUCTION 'S COMPLETE PERMANtN ~~Aa ~ iZE ALA OIST~~'RBED AREAS.
- _ - _ - - - - ~_y ~_y , ~9' 7, AFTER THE SITE IS STABILIZED, REMOVE AFL TEMPORAPr' EROSION CONTROL DEVICES .AND ',NSTA~L PERMANENT VEGETATION IN THEIR PLACE.
' SE'~'h~4ENT ST - - - - - - - ~ ~ ~ ~ I ~A; I ~ P N WITH THE EROSION T,,^ ~ _ INSPECTOR. ~nl 4 r P~F ~T' TA EA>i' i~?PACIi1" ~ 8. ARRANvE A F N . NS~ EC C SL~ h~ ENT S~GRAGE ZO ~ ~ J L _ _
~ ~~'~f d-'~'~` ~ SEEDBED PREPARATION
i 1.5' MAX. SEDIMEN. DEFI~~ ~
~EN~ H 1, ~ 8~ ~ I 1 Chisel compacted areas and spread topso 4 cc~^~e= Fep ever adverse soil cand~'lons, If avalar,;p. ~ 2. ri the entire area to 6 inches dee . i~ ~ ~ P P
~ 3 Remove ail loose rock, roots, and other o6st uc'~ors e su~`ace resonnb'~y smooch and unlfcrm. ~~5 WASNECf ~
MAXIMUM LEVE'~ OF SEDIMENT CC )F SEJ~MENT CO~~ECTE~ 4 Apply ogncultural lime, fertilizer, and superphosphate ~~~~ly and mix wit?' so~i ;see below•0 STf NE ~ Conn^ue tillage ~nfl a wel~-pulverized firm, ~esonat~y r' , see~~t~d ~s F~epored 4 ~0 6 hes deep.
CLEAN WHEN THIS LEVEE IS REA( ~E~EL ~S REAC,~iEO ~ 6 Seed on a fresh~y prepared seeabed and cover seed .,yh,ly with seeding egalpment or cuiUYacK otter RIPRAt' seeding.
~~~'TH As REO'~~~REo oN ~L~aN SECTION THRIJ B, ~N THRU BASIN AND FINER - NO SCALE Mulch ~rr~med'atelY otter eeed,ng and an,~~~ . wt~ ~,~,~alt _n_,ule~an taG a. -rm~~r~g St~aW mulch into surface of soil with a set of discs set ~ ~ ~e,~~t.
8. Inspect all seeded oreos and make necessary repairs or ~eseedings within !~e pia^ting seac~n, 'rf puss~ble.
;;ARP`' R;~Pa,P 'JP SIDE OT ~PrLLW,AY _ ~ it s',and sho~~ad be over 60% damagea, reestcbllsh ° ~ti~.,g ongl^ol i'~mP 'er'.Illzer, cnd seeding tales. SPILLWAY 9 Consult conse~ation inspector or, mam!enance +rectm cnd re ; ~zaFcc ~~fter permanent cover is estab! shed.
i ~,RA'~SEu SURFACE -USE TEMFGRAR~ ~,~r I 'Apply: Agriculturcl Limestone - 2 }ons~acre (3 tor~sjac~e ~ ;fay se~~lsi
PERMANENT LINERS AS REG~.IIREG Tn ~ ESTAa~~~~SH T~aRE ~MI~J. Pertilizen - 1,000 !bs~acre - 10-?0-'0 Superphosphote - 500 Ibs~ocre - 20~
1 r' Mulch - 2 tons acre -small grain strove
_ - 1 ~ ~ Anchor -Asphalt Emulsion - 300 gel./are i
~=Ill-1 i , ~ ~~~~~ti' FeEEBOnRo ' ~ of ' ~ I_~ ~ i- ~,I _i-iil-~~ see ~ ,
i, ; 5- ~ i-I~I- i=~ I c:~0E I ~ - ~ - - - - ~~,r~'~eNr I
~ I ~ - =li ~i 1' MIN. - ~ _ ~ III-1! I-1 I I-1 i I ~ ~ r~ ~ N H I~~~L ~rT SEEDI G SC EDULE ~1 R.., ,ti~~ o o~ ~3
- I il~-~~ a.~ ~ -;~1 I~ ~ ICI- - ii I~ ~ III-~I~-~1~=I ' ~ , - ~ i . l ~ ~~-I I - - - - ~ 5 _ C R,~ ~ #5 NAJrt~~ ~'~"~E SNOCLDERS, SIDE DITCHES, SLOPES (MAX. 3?
i- I I-i ~ i~ ~ ~=~1 ~ ~-1,~ 1= ~I~-~~~- I~~I'-~ -1'~ -I'' `II='~~~~ j-~
- -i i l i -I i- I- ~ - I I'~ - - - - - i, - ~ ~ ~i i i; ~ ~ I Aug 15 -Nov 1 Tali fescue G?O Ibs /acre Nov 1 -Mar 1 Tail fescue BOG 'bs;ogre
PERSPECTIVE VIEW & Atr~~zZ~ r,e FINER Mar 1 -Apr 15 Tail lescue 3CG ~bs.jccre
_ . ; I i-' i_ . _ ~ _ -1 ~ I _ i i _ SECTION THRJ BERM AND FILTER I_I I_I I__~~_~ I ._I ; I_I i I_I i I_I I i_.I I-~ I I_.I .-i i I_ ~ -I ~ I_! I I-1 i l-1_ Apr i 5 -Jun 30 Hulled Common 5armudag~ass 25 Its. jocre
~ ~-1 ~ i-1 ! ! I I ~ I-III-~ i i='~~ I 1=~ I ~-I i I-~!'~ I'' ' I'-I_I I III-III I I ~~P~ ~ ~ ~T~ Ra , Qi~ I I_~' I i i-~ ~ ~ ~ i'-f ~ ~I -III ~ ~ -I - i _ ~I ~ I I-, ~ - - ~ _ ~-I -I - I - STORAGE 1,800 CUBIC FEET i'ER u~ QED AC~f Jal ~ -Aug 15 Tarp fescue and '~25 Its./acre ""Browntop M~Ilet 35 Ibs nacre
- - 11 I' 'I• - - _ -'li_ i -Iii-Il!-.I-Iil wOTE: ~~.~E DI`JERSIC USE DI'dERSiON DITCHES OR BE~~N'~~ A~ NECESSARY T~ INSJRE ALL ~EGIME~XIT '"'or Sorghum-Sudan ~~ybr~os 30 ~bs/acre
LHDEN RUNOFF I`, :N RUNOFF IS DIRECTED INTO TI h"~ORARY SEDIMEN? BASINS. ~~LOpES ~3:1 -
Mar 1 -Jun Senceo Lespeceze iscanf~edj 50 'bs.~acre
iMor 1 -Apr 15) Add tall fescue "~LC Ibs.nacre (Mcr 1 -Jun 30) Or add weeping Lovegrass 0 'bs,jacre
(Mar ' -Jun 1) Or add Hulled Common Burmudagress 2` Ibs./acre
Jun 1 - Sep i "*'TaU fescue and X20 Ibs-acre `*`Browntop Millet 35 Ibs,~acre
"'or Sorghum-Sudan Hgbr~~ds 30 lGs ~ocre
Sep i - Mar 1 Sericeo lespedezo (unhuN,ed, unscadf'ej~ 120 ibs.~acre & Tali fescue ~ 2C Ibs.~acre
(Nov t -Mar 10 Add Abruzzi rye 25 Ibs./acre
Consult Conservotlon eng~~neer r,~ so~~l Ccnservotron Se~~~_e add'~,nol ;nfcrmo':on concerning other alternatlaes for vegetation of denuded areas. The above vege}c!.~~e~, r,res ;r those which da well under Iota! conditions; other
seeding rate camb~nations are possible,
Temporory - 8eseed acccrdmg to opf~,mur~ seosor• 'vr des~,red permcn?n' vegetation. Do not allow !empcrary
eover to grow over 12 inches In he~~ght before mcw~r.y, ~t~erwse {escue moy be shaded out.
,XIS?IN;; H'~GNWAY
Oi ' O " ~ Q ~ 45' RICH ~F WaY__
I
30.0' _ ~ I I ~ 5~ -0"
' 10' X SIGHT TRiAtiGLE ~ - f DITr=h~~ ~
lower ~ I I ~ i - 1g~ Q' „ ~ i ~ ~ ~
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~n,~~¢ ~ ~ IQ~~ i ~ I i ~ 1c,T S~~FE ~ ~ ~ s , Ex. / ~~0
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3 `10" C.A.B.C. ON ~ COMPACTED ~ ~
w z SUBGRADE
_ ~ ~
THi~~K L~iYL.~ ~ a 6 _ _ ~
18.0' ~
NO, REVISIONS DATE DRAWN BY. T.A.S.
SITE TECHNOLOGIES, INC. Mark Ellin gton Proper
DESIGNED BY. T.A.S. Erosion Control eats SHEET: 4 ,peq ,o
Land Planning & Landscape Architecture
P.O.Box 1612 Oxford, NC 27565 Enon Road at Hwy. 158 DATE: 3/15/02 OF 4
A%~~ 919-693-2927 EMAIL: tastal!@g/oryroad.net Ellington & Son, Inc. 5188 Old Rt. 75, Oxford, NC ford,. 5 N 27565 SCALE'. AS NOTED JOB NUMBER: 0205

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DRAWN BY: T.A.S. SHEET: ~
NO. REVISIONS DATE „ C,Ro<,
SITE TECHNOLOGIES, INC. Mark Ellin gton Prope c 753 a , Land Planning & Landscape Architecture Enon Road at H ~ 58 )perty DESIGNED BY TA.S. Site Plan
4 OF: DATE: 3/15/02
P.O.Box 1612 Oxford, NC 27565 wy' JOB NUMBER: 0205 dord, NC 27565 . SCALE. , ,oo
'bT~j, . ssy 919-693-2927 EMAIL: [e-mail] Ellington & Son, Inc. 5188 Old Rt. 75, Oxford, N

_ ZONE 1 RIPARIAN BUFFER
NOT DI TUR V ATI N S B EGET 0
- - ~
m ~ _ ' EVEL SPREADER-SEE DETAIL IMPACTED 24 ZONE 2 BUFFER _ - s ~ >
AREA = 1 402 S.F. ~ = RIPRAP ENERGY DISSAPA R CL. B RIPRAP -
- - SIZE: MIN. 5 W X 10 L IN. 1 HK.
PRIMARY OVERFLOW - - - og5. m
SCH. 40 P.V.C. RISER AND BARREL _ - _ 56 L 1=. OF~618
12 RISER CUT OFF AT 93.0 ~ ti~
R.C ~ ~.68~ 0 85 OF 8 BARREL ®2.0~ - - IMIT OF DISTURBANCE BANCE
V.,~ IN = 93.50 92 ~ FOR THIS PROJECT CT
90 INV., OUT = 91 4 _ _ 94 TEMPORARY SEDIMENT BASIN 1
~n ~ - ~ o~g. DIST. AREA = 1.23 AC.
i ~ G~ WAGE AR = 1. AC. DRA EA 50
a~ 09~ ~ 96 - SIZE; 20 W X 40 L X 3 D
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l ~ . ~ ~ DISTURBED AREA = 0.34 AC.
i ~ ~ ~ ~ ~ ~ • b,'I XISTING HOUSE _ DRAINAGE AREA 0.34 AC.
6 ~'v_ ~ • 0 o pb~ ~ ~ o T R 0 BE AZED WEIR LENGTH: 4
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NO. REVISIONS DATE a~ DRAWN BY.TAS.
4/21/02 ~A CAPSITE TECHNOLOGIES INC. Mark Ellin gton Prope . p 753 Land Planning & Landscape Architecture P.o.aoX 1612 Oxford., NC 27565 Enon Road at Hwy. 158
)perty SHEET: 2 DESIGNED BY: TA.S. riva ei Road
DATE: 3 ,s 0t Road Profile Sta. to 12 + 00 OF: 4
'"TM~ ~ S'`" 919-693-2927 EMAIL: [e-mail] Ellington & Son, Inc. 5188 Old Rt. 75, Oxford, NC 0r N 27565 ,`.,,1 SCALE: vEIIGw 1`*4' JOBNtlMBER; 0205

EROSION CONTROL NARRATIVE
~ ~ PRG~ECi DESCRIPTION
0 0 0 0 0 V TH P T P, ~T i T' I Y n E PUR OSE OF .HIS R~JE.~ IS TO NS AIL A NEW DRVEWA TO SERVICE LAND TO BE OC UPIED BY ONE HOME.
0 0 0 0 C ~ THE NEW DRIVEWAYr WILL BE BUILT TO NCDOT STANDARDS FOR LOCAL RESIDENTIAL ROADS AND WILL ENTER ONTO
wW W 0 0~ 0 0 0~ HW'- i58 IN GRANVILLE COUNTY, NGRTH. THE BALANCE OF THE SITE IS BEING IMPROVED FOR FARM USE. 0 0 0 0 0~ ~
~d Q Q o 0 0 0 0 0~ ~
10'-O" MAX. SPACING a ~ r ~ SITE DESCRIPTION 0 0 0 0 0,~ THE SITE IS RGLLiNG WITH SLOPES GENERALLY !N THE 2~ - '~2% RANGE.
MIN. 12- i /2 GA. ~ 0 0 0 0 0
INTERMEDIATE WIRES 6' z 0 0 0 ~ o o (j ADJACENT PROPERTY
TYPICAL ~I ,I 0 0 ~ _ THE ADJACENT LAND USE IS LOIN DENSITY RESIDENTIAL AND AGRICULTURAL.
~ N PLANNED EROSION AND SEDIMENT CONTROL PRACTICES:
2' MIN. ~ n~ 1. TEMPORARY GRAVEL CONSTRUCTION EXIT -PRACTICE 6.06
COMPACTED LENGTH TEMPORARY GRAVEL. CONSTRUCTION EXIT WILL BE PLACED AT THE BEGINNING OF NEW DRIVEWAY AT THE INTERSECTION WITH HWY. 158.
SOtL NOTE, F 2. TEMPORARY SEEDING -PRACTICE 6.'0 a~ SURFACE STABILIZATION WILL BE ACCOMPLISHED BY SEEDING WITH APPROPRIATE ANNUa~ COVER CROPS AND MULCH AS SPECIFIED IN THE
FENCE FABRIC SHALL BE A MINIMUM OF •32" IN W'~DTH AND o ACCOMPANYING NOTES FOR THE APPROPRIATE SEASON. 3 PERMANENT SEEDING -PRACTICE 6.11
LOW HAVE A MIN. OF 6 LINE WIRES WITH 12 STAY SPACING ~ o CEPTH (d) PERMANENT STABILIZATION WILL BE ACCOMPLISHED BY SEEDING WITH KENTUCKY 31 TALL FESCUE AT A RATE OF EIGHT POUNDS/1,000 S.F
18" MIN. F - 2. MIRIFI 140 FABRIC (OR EQUAL} SHALL BE A MINIMUM OF 32" LIME, FERTILIZE, AND MULCH PER TEMPORARY SEEDING DIRECTIONS. ~ a. RIPRAP ENERGY DISSAPATOR -PRACTICE 6 ai
,~'j"'~ - - - - IN WIDTH AND SHALL BE STAPLED OR WIRED TO THE FENCE. 0 0 0 0 0 0 0~° PLACE RIPRAP ENERGY DISSAPATOR AT THE DOWNS?REAM END OF THE NEW CULVERT, SIZE ACCORDING TO THE DIMENSIONS ON PLAN. 0 0 0 0 0 0 Q U,, ~
- - - - - - - - - 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND SHALI BE OF - - - I - - i ~ i - -i ~ - - - - I - - - THE SELF-FASTENER ANGLE STEEL TYPE. TEMPORARY SEDIMENT TRAP - PRACTCE 6.60 PLACE TEMPORARY SEDIMENT TRAP AS SHOWN TO INTERCEPT CONCENTRATED (LOWS AND SETTLE SEDIMENT FROM RUNOFF BEFORE BEING
- - - - - - - - - - FILTER FABRIC - 4. WOOD POSTS SHALL BE 6'-D" IN HEIGHT AND 3 -4' iN DIA. FILTER FABRIC RELEASED INTO NATURAL DRAINAGE SYSTEM.
- - I WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT - I - - - - - -
- I - _ -I- LESS THAN ~9 WIRE STAPLES 1-1/2" LUNG.
_ I- - - - - - 5 INSPECTIONS SHOULD BE MADE AFTER EACH RAINFALL, SEDIMENT DEPOSITS MUST BE REMOVED WHEN THEY REACH A MAXIMUM OF
1/3 THE HEIGHT OF THE FENCE.
CONSTRUCTION SEQUENCE
? OBTAIN A GRADING PERMIT. 2 INSTALL A TEMPORARY GRAVEL CONSTRUCTION EXIT, TEMPORARY DNERSION DITCHES AND TEMPORARY SEDIMENT BASINS SHO'JJN
PRIOR TO BEGINNING CLEARWG AND GRUBBING. CLEAR ONLY ENOUGH TO INSTALL THESE DEVICES. CLEAR AND GRUB,
- IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT 1S LEAVING THE SITE DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN, THE PERSON RESPONSIBLE FOR THE LAND DISTURBING
ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION. - If THE PERSON RESPONSIBLE FOR THE DISTURBANCE FAILS TO TAKE INITIATIVE TO KEEP SOIL AND DEBRIS ON SITE, ENFORCEMENT
ACTION MAY BE TAKEN AGAINST THE SITE AND THE GRADING PERMIT REVOKED AND/OR A STOP WORK ORDER ISSUED.
3. INSTALL THE CULVERTS, HORSESHOE FILTER, SEDIMENT TRAPS, AND ENERGY DISSAPATORS. THEN ROUGH GRADE THE SITE.
TOp DERM CARRY RIPRAP UP SIDES 2~MIN. 4 COMPLETE FINAL GRADING, PLACE GRAVEL ROAD BASE ON PREPARED SUBGRADE AND STABILIZE ALL DISTURBED AREAS.
OF SPILLWAY - ~ ~'*NOTE~" PHASE GRADING OPERATION SO THAT DISTURBED AREAS CAN BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN ERbS10N WITHIN t5 WORKING DAYS.
~""~i0id~' `~LOyy TOP ELEV. OF Sl OP ELEV. OF STORMWATER 5 ALL EROSION AND SEDIMENTATION CONTROL PRACTICES W1tL BE INSPECTED WEEKLY AND AFTER ALL RAINFALL EVENTS. NEEDED REPAIRS AND ~ j MAINTENANCE ARE TO BE MADE IMMEDIATELY.
1' 4 1 ~ FLOOD STORAGE ZONE ~ ~ 6 WHEN CONSTRUCTION IS COMPLETE, PERMANENTLY STABILIZE ALL DISTURBED AREAS.
~ - - y _ - - - - - - - - - - - - ~_5 q~ 7. AFTER THE SITE IS STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND INSTALL PERMANENT VEGETATION IN THEIR PLACE 8. ARRANGE A FINAL INSPECTION WITH THE EROSION CONTROL INSPECTOR.
s•~n. SEDIMENT STOF SEDIMENT STORAGE ZONE (TOTAL BASIN CAPAC11Yj
• 7,1aflrMr ~ ti - - - - - I ~ 1.5 SE BED PREPARATION 1.5' MAX. SEDIMENT DEPTH ED
s w,. ~ I N ~ ~ ~ 8~ 1. Chisel compacted oreos and spread topsoil 4 inches deep over adverse soli conditions, if avoilob+e
L MIN. 2. rip the entire area to 6 inches deep.
SECTION A•A ' MAXIMUM LEVEL OF SEDIMENT COLT #5 WASHED 3. Remove oil loose rock, roots, and other obstructions iea~~lr,g surface resonably smootn and uniform.
~ CLEAN WHEN THIS LEVEL IS REACH SEDIMENT COLLECTED T a. Apply agricufturai lime, fertilizer, and superphosphate unitormiV and mix with soil (see below*0. S,~NE 5. Continue tillage until Dwell-pub~erized,flrm, resonably unifo~n, seedbed ~s prepared 4 to 6 inches deep. LEVEL IS REACHED t l 6, Seed on a freshly prepared seedbed and cover seed lightly ~~tn seeding equipment or cultipock otter
oxcnw~one~ # ~ R,PRAP seeding.
`T wIOTH As REOU~RED oN PLAN SECTION TNRU BA`, J THRU BASIN AND F~~TER NQ SCA~C 7 Mulch immediately after seeding and anchor mulch wi±h 7sphalt emulsion tack or by crimping straw f C ~V Jl~ti C mulch into surface of soil with a set of discs set stro~grt
Mulmum Ord a 1%ta ~ s 1rn. - TtuWbn d is 11anMm J- I 8 Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if possble.
~ CARRY RIPRAP UP SIDES OF SPILLWAY A ~ ~ iP~LLWAY If stand should be over 60% damaged, reestab~ish tollow'~y original Ilme, fertilizer, and seeding rates. ~ 9. Consult conservation inspector on maintenance treatment or fertilization after permanent cover .s established.
GRASSED SURFACE -USE TEMPORARY OR t ~ PERMANENT LINERS AS REQUIRED TO `Apply: Agriculture' Limestone - 2 tons/acre (3 tons/acre :.ay soils
~ ESTABLISH TURF 4' MIN. Fertilizer: - 1,000 lbs./acre - 10-10-10 I F(0 ~ _ 3' Superphosphate - 500 lbs./acre - 20%
PUW ~ ~ Mulch - 2 tons/acre -small gram straw Anchor -Asphalt Emulsion - 300 ga'./Dire
_ - ~ ~ 1' MIN. FREEBOARD
.-TAn~llen : ~ I ~-I I 5 -I ~ I-~ ~ ~ ~ ~ ~ , SF01 p~ MfMr
l ~
I . ?,~rr 1 MIN. -I~~ q SEEDING SCHEDULE #1 RIPP.AP R y 3' 0 0
i~ :~I•~r > i' I I -I i - - i - - ~ -I - =1 i-, i'- _I' - - - , t .r; 5 W! +'r . y I, ~ ~ I=~~' I-~~ I I- ~ I-1 I I-1 i_~ I I=l I I-~ I I_, ~ I=1 I I-~' =1 =1 I i. # 5 WASHED STONE ,T~ ~ p SHOULDERS, SIDE O ,.HES, S~~ E~ ,MAX. 3'~
~•w:~~v,.'r / ~i''~, Y',,~ pow -~~1=~~~-1~1-~-,~~~=)~~=1 ~__~i_~1~=1~1=~~~-i!~_~~~_~~(_~~~;~~ Aug 15 -Nov 1 T~y~ fescue 3GJ os ioc~e
± ~,y~~~ri~ ~ / Syr Y~? ~1i-1~~-~~~~=~~=i~i=~~~=~~~_~~~= 1=~~~=~~~=11~~=1~~=~ ~l=~~~=1~~~=~~~=~ Nov 1 - Mor ' Ta' fescue 30C ~bs./acre
~ ~ J.~" i yl~ ~ y'y yw ..1. ~ .I ~ I= ~ li=~ ~ I=~ ~ ~ ~=1 ~ ~ i-) ~ ~ -1 i t=~ I ~ i=~ 1 ~ I ~ ~ ~ - - - - . _ = I _ ~I_ _ - _ ~ _I = _ _ SECTION THRU BERM AND FILTER PERSPECTIVE VIEW & Abr~==~ rye FINER Mar t - A r 15 Toll fescue JOC Ibs. acre P /
1 ~r r. r~ .L AMC ~ - - - - _I - ~ y -III,, ;III=1 I I_I l l=1 11=1 11=1 11=1 11=1 I I-1 I f=l 11=1 11=1 11=1 I I=~ I i_, i 1=1 11=1 I I- SEDIMENT sTORavE ~ ,800 Apr 15 -Jun 30 Hutted Common Burm;,dag~ass 25 Ibs./acre STORAGE 1,800 CllBIC FEET PER DISTURBED ACRE ~~ul I -Aug i5 Tali fescue and 125 Ibs, acre
w~..,, I-,11~1J1-Ill-II~-111_III-III-lll_III-,III,;,III,;,III_,III;-III-.II-II '"Browntop Millet 35 lbs. acre
w i a~ ~ y~ y„ ~ ~w~ _I I I-III-III-III-I i I_ III ~ I I-~ ~ I ~ ~ ~ ~ ~ * NOTE: USE DIVERSION ~E DIVERSION DITCHES OR BERMS AS NECESSARY TO INSURE ALL SEDIMENT "'or Sorghum-Sudan Hybrids 3o Ibs./acre
.a k`' LADEN RUNOFF IS RUNOFF IS DIRECTED INTO TEMPORARY SEDIMENT BASINS. SLOPES (3:t - z
ISOMETRIC VIEW • iNaa&aM) Mar 1 -Jun 1 Ser~cea Lespedeza {scar:+iedl 50 Ibs./acre
Mar 1 -Apr 15) Add tall fescue X20 Ibs./acre ~MOr 1 -Jun 30) Or add weeping Lovegrass ~0 its.~ocre
m (Mar 1 -Jun 1) Or odd Hulled Common Burmudagrass 25 Ibs./acre Jun 1 - Sep 1 ""'Tall fescue and 120 ]bs. acre
"'Browntop Millel 35 lbs. acre
""or Sorghum-Sudan Hybrids 30 Ibs./acre Sep 1 -Mari Sericea lespedeza (unhulled, unscarlfletlj 120 Ibs.~acre
& Toll fescue ~ 20 lbs./acre rNev 1 - Mar 10 Add Abruzzi rye 25 Ibs.~ocre
Consult Conservaf~on engineer or soil Conservation Servire for additional information concerning other alternatives
far vegetation of denuded oreos. The above vegetat~~an rates or those which do well under loco' conditions, other
seeding rate combinations are possible.
Temporary -Reseed occordfng to optimum, season ±or desired permanent vegeto6or_ Do not allow temporary cover to grow cver '2 inches m height be!ore mow'ng, otherwise +escue may be shaded out
EXISTING 'HIGHWAY
~ 0
0 ~ 0 __-__-ri _ B. _ -f----- 45' RiGH ~F WAY
30.0'
5'-0" DITCH
~ 10' X 70' S'GHT TRIANGLE _ i~' 0 -
Owio - o SHOULDE T / ~ SHOULDE ,RAV LWAY UL
o W=z 0 oP ~ pPE ~
QOr ~3 EXIST. S~ ~ S
0 a 4: 1' ~,P Q~ J
0 ~ x 21 COMPACTE SUBGRADE
g OpE MP ~ ~ 2.' 1-2 ~ /
z S~ w
o p, w SI PAVEMENT CR SS SLOPE: '/4°/FT. SHOULDER C SS SLOPE: )"/FT /
~ 1 A.B.Q. N ~ ~ 0 C 0 ~
3 w z COMPACTED
SUBGRADE ~ o a
- o
18.0' T r~ 1 6" ~HICk LAYER o ,1AR~ a~°;R'~~AT ~ ~ ~
J ~-3" C-~ ~E ~ E /
NO. REVISIONS DATE DRAWN BY.- T.A.S.
4/21/02 `R~:~ SITE TECHNOLOGIES, INC. Mark Ellin gton Propert ~~s3 ~ . Land Planning & Landscape Architecture
DESIGNED BY.• T A.S. )erty 4
Erosion Control Details SHEET:
P.O.Box 1672 Oxford, NC 27565 Enon Road at Hwy. 758 10 DATE: 3/15/02 OF: 4
'roM A 919-693-2927 EMAIL: [e-mail] Ellington & Son, Inc. 5188 Old Rt. 75, Oxford, NC )rd N 27565 SCALE: AS NOTED JOB NUMBER: 0205