20021434 Ver 1_Site Plan_20020920

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SECTION Sl ST M% R YS TO
Sli' \
O I/%l~ISHIP
1~1/,~ KE CO UlV T y ~y Flo Co
DEl/ELOPED BY.~ ROY ~c JAM C/O ROY S 462 7 SELUE MES SMITH, ~ L C
SMITH
lE DRl I /E
GPI RNER, N. N. C. 27529
PHONE. 9 7 9 DEED BOOK ~ 9 -X72 - 457 7
85 7 9, PSI GE 724 7 - 724 6
EIVGIIVEERIIVG BY SUR I/EYING B
MASSENG/LL ASSOCIATES, P.A.
BYRD SURI/EY/NG, P.A.
116 EAST MA/N STREET, P.O. BOX 695 PLAN DATE. ? BENSON, N. C. 27504
E.• ?UL Y 10, 2002 ~ ~2 E. JOHNSTON STREET
SM/THF/ELD, N. C. 27577
PHONE• 919-894-2071
PNnIVF• Q 7 O- ORO- o Znn
%.01 f v r v .~V? ??VV
02-101
SHEET 1 OF 5

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SLOPE AS INDICATED ON PUNS DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE PUCE GROOVE OR
SINGLE PIPE DOUBLE PIPE BELL END Of PIPE PIPE TO FACE Of WALL pUL sd
g' LOC. 15 1B" 24 30" 3G 42" 48' 15' 18" 24 30" 35' 42' 48"
~ BARS "X "X "X "X "X "X Y' "X Y' 'X "X "X "X "X "X Y' 'X Y' . S
G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 - ~ » »
M QTY. 2- 2 1 1 2 2 2 2 2 3 2
x o CONC 114-~ G Q1Y. 2 2 3 3 4 4 5 2 2 3 3 4 4 5
PLAN P1PE TOTAL LBS. 9 9 14 14 19 55 65 12 12 19 19 23 77 92 » »
DIMENSIONS AND CONCRETE QUANTITIES G N G F
t2" USING CONCRETE PIPE
'h b COpNON DIMENSIONS SINGLE PIPE DOUBLE PIPE SURVEYED FOR
I I B ~ DOWEL D H B G T S L YD~ M L ~
III ! I I ! I I I BAR - k' YD ~nnr~nr nnun~~rrn nv nnnnnut~rr urn.nn ~ 1 I~ //1T~1 ~.l ~~~~1^T ^ ~ 1 ~
rwim" 15 31-3' i'-g' 2'-9' 21/4 91/2' 5'-s" 0.7 2'-r 1'-8' 1.0 fib .vurtcvuc (AvmrWcu of vv rvriic me invu t-j jLL/NV / V/V WLV I ZPIU PROFESSIONAL LANG SURVEYORS
(IF CONST. JOINT IS USED) END ELEVATION 18" 3'-7* 11-td 3'-r 21/7' id 6'-4' 1.0 2'-7' 8'-11" 1,3 112 E. JOHASTON ST. PHONE.• 989-9300
24 4'-r 2'-i' 4'-d 3' id 8'-d 1.5 3'-5 11'-5 2.0 SN/7HF7£LD N.C. FAX [phone]
ENGLISH STANDARD DRAWING FOR STATE OF 3d 5'-d 2'-5' 4'-r 41/4 11 11r 91-2' 2.3 4'-3' 13'-5' 3.1 TOWNSHIP ST. MARYS COUNTY.• WAKE DATE.' 7-10-2002 SURVEYED BY: G'HM DRAWING NO.
NORTH CAROLINA D0"~` CONCRETE END GRAPHIC SCALE
WALL FOR SINGLE 35' S'-g 2'-d 5'-G 4 314 12 11r 11'-d 3.4 5'-d 18'-d 4.5 OPTIONAL CONSTRUCTION JOINT DEPT, OF TRANSPORTATION 100' 5V ,00•2W CITY OR TOWN- STATE.• NORTH CAROLINA SCALE- l'=200' DRAWN By. H?L 02-102
CULVERTS 4r 6'-r 3'-1' 6'-4 5 1/4 11 t/r 12'-8" 4.5 5'-td 18'-s' 6.0 101 AND DOUBLE PIPE DIVISION OF HIGHWAYS
ELEVATION _ 4e s'-9' 3'-5' r-r 5 3/4' 11 11r 14'-4 6.0 s'-f' 2r-d 8.0 15 THRU 48" PIPE 90 SKEW RALEIGH, N.C. ZONE: R-30 PIN: CHECKED & CLOSURE BY.- LEB SHEET 2 OF 5
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SURVEYORS DECLARAIJON TO WTfOM R MAY L17rVCERN.• but a i
This plot is a correct representation of the fond phtted, NOTE' 'censed Attome -At-Law should be consulted Y ~ ~ ~ ~ ~ ~ ~ North Carolina U y. tia+ of easements; ----BEFORE ACQUIRING A BUILDING PERMJT FOR LOTS MARKED B ~~~~~r~~s~~
pg cortcemrng correct ownership, width and loco h wn on recorded RICK * THE BUILDER MAY NEED TO 08TAIN A 8000 HAZARD . ~ li ' ~ i
on cemeteries or fomiry burying grounds not s o ASTE 11, 5R ~ y • mops or deeds mode ovoilab/e to the surveyor by the present PERMIT fROM COUNTY ZONING ADMINISTRAADN. THE BUILDERS ,
owners of time of this survey and other title Questions revealed ENGINEER, ARCHITECT, OR SURI/EYOR MUST CERTIFY ON ANY PERMIT , by title examination. It is the responsibAity of the present owner REMEIVT5 ARE MET. ' , •
of futuro owner, of the property shown hereon, to check for any THAT ALL FLOOD HAZARD REQUI • ~ ~ ~
wetlands, high water table or other water conditions which may THERE SHALL BE ND FILLING OR THE ERECTION OF PERMANENT sea rhon of this property to be unusable for certain uses ti `,00 Po f n notun is assun?ed by the surnyor fa any STRUCTURES /N 1HE ARRES OF WAKE COUNT?' FLOOD hG4L4RD SOILS '
No responsrbryity o a y known such os: ONES A OR AE ZONES ~
conditions which may presently exist but are un OR FEDERAL EMERGENCY MANAGEMENT AGENCY Z y~o~ 5R ^ Cemeteries, Fomiry Burying Grounds, Toxic or Hazardous waste UN1TL A FLOOD STUDY lS APPROVL~D BY WAKE COUNTY OR F.E.M.A.
h Materials, ETC. h , ~
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M1
~ 2702 NO7F• THIS PROPERTY IS SUBJECT TO ANY
8 AND ALL £ASEMEMS, RIGM-OF--WAYS Z~0 ~ SITE OR AGREEMENTS OF RECORD.
SR
STP 27QT ~ I I _T_,___~ I T-" ~ I i I ~~E A I I \ ~ 60' R/W
1~ ~ i I `I \ I ? R I I II \ I\ 1 1 1 i
ti I \ I IM I ESTA I ~ 1 1 1 1 I II ~c'S•7A I I I I \ 11 11 1 I I 1 \
I900K OF I I +IIAPS 1969, PAGE 1871 BSI I 1 I I \I 968, PAG I/ I I 1 1 1 1 1 I i i \ i ~ / i £ 1871 I 1 1 i t f` 1 1
_ i I ~ ~ t' I i t 1 `~1` i I I I 11 I I I I\ 11 1 1 I I I / i t f I I I I I \ I \I I I
I T I i 1 t I '"t-' i ( 1 1 1 1 1 A/EAQIp I I 1 I I I I I I I 11 MBR4IDK I t` ? i r. / I I e ESTATES • I ?
I ? I r. I T I I I I I I ~ ~ I i / / I ? 1 1 I I 1 1i ~K OF MAPS 1968, PAG I I ` I ? ? ~
I 1 ~I. I / I I i 1 I ~ \ i ~ ~ E 187 ? I I I I r --r._I____~_- I I I I I II I \ i / 1 I I I I I I
~/C/N/TY MAP I 1 1 I J r' - r i I 1 I I i 1 i / 1/ ? 1 1 i \ I I I
I '1 I /i 1 I 1 1 1_ I f56/ I f 571 / i 1 I 1 ~ ~ 1 ~ ?54 / 1 1 1 I I I r _ ' / I I I\ I I
LEGENO I I / ~ ~ i 1 `r` \ I _ I ~ ~ / ~ / 140' i I r~ ~ 1 11 1 i I
~ I 1 1 1 ~ 1\
1 ~ / 160 61~ ~ . I / I 1591 1 I 1 'o UNE5 SURVEYED I ~ I / I I •
UNES NOT SURVEYED ~ ~ / 1
I ~ I 1 1 l ~ EJP £X/511NG tROW PIPE FOUND I ~ / 1 ~ ~ ~ NJP - - - - - NEW IRON PIPE SET I ~ \ / \ , / ~ . I . I / \ ~ ~
cc - - - - - coNneoL coRNER / ? H/LUN~TOW WEST SUBOMSION SECTi IWO~ . ~s a i r t I I 7 ~ 1~ 7 1WlA o ~ ~ G \ . , t I 7 ~ ~ ~ ¢ ~ ? \ ~ ~ , 1 ~ ~5,~.~ 11.81 I
EIS - - - - - EX/511NG IRON STAKE FOUND 1 / 1 BOOK OF MAPS 1998, PAGES 2391 2394 ~ ~ ~ \ 1 1 + \ ~ t'"' •1~~ i Swale N N ~
NlS - - - - - N£W IRON STAKE SET 1 / i ~ I - - - - - ElE MONUMENT 1 1 1 ~ , ~ ECM EXISTING CONCR i i ~ 5B 1 1 \ \ 2.71 Aerea ail 1 I Dlve on 3x927/5 f. 0 3Q,497 N 1 \ 1 Diversion Swale ~ I 1 I I ( Around Spoils Ano - ~ / \ ~
MENT I ( 1 1 I ~ I I CM - CONCRETE MONU 55 I O 1 1 wN I Grarel Corwtructrar? \ ~ I Bock To Levet Spreader' \h ' 1 ~ . \ 1 Around spoils Ana I . ( ' I t ~ Corwtructrar? \ ck To Level Spreodei I I Temporary
EX. PKN EXISTTNG P.K. NAIL FOUND _ _ _ I / 1 8" 1 I Enfronce ?05r 50ir ?ce ?05r Soar \ I IB° I I + t . ' . p • I , I I 1 ~ T Srlt I ~ ~ Tum Around
PKN - - P.K. NAIL SET ~ \ t J4 I / I PVC Ntater Une ~ SYarts At Sta. ? EX. RRS- - - - EXISTING RAILROAD SPIKE FOUND / `~7 At Sta. ?t 14 1 1 , w A ~rH \ I ante I ~ + ~ ~ / ~ / 1 ~ Tum Arwed t I I 1 . FencF ~ . \ ~ ~ /
1 , 1 m Construe on RRS - - - - - RAILROAD SPIKE 5£T fxiating 8 tote I 1 ~ ~ / , I/ 1 I i I. \1' ~ ~ 120' ~ ( . s r
- RrcHr a~ wA r 1 Section ~ Sta. 2f 14 I ExtsHng e° plug I n I / , ~ 1 •1.11 ~ . ~ Lever \ a ~ ` t2' ~
DB _ _ _ - - DEED BOCK ~ _ _ _ _ STAKE 1 / I .i ~ • 2" w I ~ ~ cn 1 . ~ Spreader ~ Q~ - _ ` r By' / \ I ~ ~ ~ ' \ \ • Y ~ /Custom \ \ ~ _ ~ ~
ELS- EXISTING UGHTWt70D I / ^ j B V' MBSL - - - - - MINIMUM BUILDING SETBACK UNf / i JO5r70 _ /~norr ' Bbw ON AIPFI ~ 1 •1 \ Temporory 2 Blow Ol/ - ~ ' ~ .1 1 / Basin 3 ~ ~
1 / , fX. AM - - - - EXISTING ALUMINUM MONUMENT III 5K,WT ~ A(1d 8" plug Mil vel .1 . I ' i ) h ~ ~ Conabuctiar S reader t 1 11 ~ „Gate Ualn 8• Plug
PP - - - - - POWER POLE ~ ~ I ~0 I ! 1 ,l .~,n, OHEL OVERHEAD ELECTRIC UNE / 54 \ ~ / ~o New Custan • I' I • I ~ 1 L + ubljB 1 t60' - ~ '~fiy / I . ? 1 L 1 I ~ \ (P ,i ' r ~ ~ .rte
I / Illl I `S~CTIO/V IWC! I / 1 I ~ / ~ ! Bosin ~ I 1 ~ I ~ , 1 ~ / ! 120 I I `
/ill If 1 N~ 62 ~ / I ~ 1 . •1 1. 1 . • \ \ ~ I 1 B•• / I 1 1\ 1 \ / 1 `fir
I ~ ~ /III ro • ~ T ~ 1 1 1 ~ \ . \ ~ ustom ~ \ / 1 / ~ / ' L- • 1 1 1 ~ . ' \ • IB9 Bosin 4 I ~ _ \
/ I I i BDA~ 7999, .1831 I ~ `7 r~' / R4 i ~ ~ / ~ I I l ~ ,J'9J ~ ,18.3 / / ~e \ • \ ~ I 1 ~ r / ~ / 1 \ . \ \ I . \
I ~ 1 ~ rBOIU J99a, g f 1 I ~ 'h 51 J / ~cE 2391 ,Ba+r 1995, , ~ r43 • • ' Le~ei 1 ~ I 8 1 \ ~ r f41G1E' 2391 r ~ I \ • \ . der 1 1 \
1 . V ~ l~Gt9 ~b / 8 ~ ~ ~ , •o\sP~ I 31,534 ~ F. ~ \ /9I~t9 ' ~ / Custom N , \ o ~ ~ • . \ I , ~ I 1 \ 3 t 091 5 f. 8 asin 2 m \ \ 4249? 5 f. I 1
i ~ 1 1 3 J ~ ~ 1 / bECldq~l ' .IKAV l B o 1 ~,o I I ~ r. \ \
I \Q' rec ' / l 31399 F. ~ \ \ N ~ • 1 N \ I i ~ \ i 1 0 Level ~ . m \ 1 1 N \ ( \ \ ~ `E, / c`r I 1 reader \11 1 \ 1 1
9~ ~ ~I i i 1 / I I~p \ 1 II I . \ 1 \ \ \ ! ! I EUZA W. BURNETtF
~ / ~ I .1 ~ ( 1 1 ~ / 71/ ~ ~ i 1 ~ i I i.DO Agee • N• l l 11.96 Aaas \ \ l / l 1 1 v I ~ \ \ /DEED BOOK ti63, PAGE 78
I ~ ~ ~ / h ' 1 \ ~ ~ \ \ \ \ / / /
\ I soo s pF l / I 30,000 s F ~ ~ / l I ~ ~Faeta sao ~ / I I ~ ~ \ \ / I
~ ~ 1 1 / / ~ sxr a 1 ~ ~ / ! ~ ~ \ ~ / /
7. ALL L015 W2L BE SERVED BY COMMUNITY WATER AND N1fANDiL(AL SEPIJIC S151EA~£ Q 9 / l ? 155 I ~ . / 3t5 . ~ 1 ~ / ~ ~ ~z 1 1 h I
MINIMUM SEIB~ICK taE4fa0~Nt~ ~ S~ / - -1,~5'--- 2. ALL LOTS N'1LL MEET ALL APPLICA6LE ~ , ~ ~ / -109 1 ~ ~'~i~--- Z + 1 1 ~ / i r 1 \ ~ er- ~ 1 I / I
J ALL PROPOSED R+A~OS ARE TO BE PY/BUC MID SKILL 6~ LIONIS7RUCIED i ~0/ / ' I I - 1' Q / ~ 1 , ~ oat srANaARas Q ~ ~ ~ 64 I ~ ~ 1 1 - _ ~ / r
4. MINIMUM LOT WIDTH AT THE BUILDING UNE IS 95. i I aearrwn 1 I - Z I 1 ~ \ 1 1 ~ soar ar wrls ~ 1 . \ 1 1 1 /
TAKEN fROM WAKE COL/MY dS MAPS i t>a0 S f. ~ 1 5. TOPOGR4PH/C INFORMATION (y I AIYD EROSIA+V REGUUTlONS. \ ' ~ / I ~ ~ i • 6. THIS DEVELOPMENT WILL CONFORM M91}I ALL SOIL w . ~ 1 ~1 1 / I~ J I ' 1 1 1 / / \
v I I 1 1 I ,3I9' I ~ 17,3 ~ t ~ ~ /mil I 34.,T05 ~ f. ! ~ 1 I 1 1 h / \ 17,3 \ ! t >,.1 1 1 1 /
J J 1• 1 \ I >I , a i ~ n II •111 1 1 N / I 4, \ i 88/ , ~ r t 1 / I ~ ~ /
~ 1 1 i I 1 J. J Ac. ~ 0 1 1 ry h h r• I 1 1 /
~ r ~a~l 1 1 1 1 1 1 { °j ti + I3Di89a ~ f. • ~ I ~ • ~ 1 1 • ~ / I
1 I ?dJ. > 1 1j 1 J2 ~ I 1 1 \ ~ I i i. ~ f,, o l h l n~ I 1 1 1 1 1 ~ al 1 I I f ~ / ! i. 1 1. / 1
111 \ ~ 1 .1 f 187 .r ~ / ! Ir. 1.• 1 1 1 1 ~ 1 ~ ~ I \ / I '~1 / / / i •r N t
it ~ ~ MMARY INFORMATION '18 } y \ SU ~ i E41~ 34,900 S F. \ . J ( 445 $v F. I 1 / 1\ ~ • ~ I I I I, r 4 s YbAb J i. ti + 1 1 i t J
III ! \ VIIE;S //y ~ C. N / I I I I I t Blow / 1 1 tv+ 2/f ~a I I ~j ~o . I ~
13.2 ACRES / i I I ~ EXIST/ ~ TOTAL ACRES /N 1NiS SECTION I ~ WELL Y ~ _ I I I 4b I ~T~' / / ~ I i I ~ ? 1 I I I / /2.12 ~ / 1.. + ? 74 I ~ ~ . I I !
1 D l ~ f 741 P SED LOTS I ~ ~ ~ LOT ~ / TOTAL PROD ~ ti ~ .30,000 SQ. FT. (M/N.~ 111 ~ ~ ~ a ~ / I ~ 1•I I N 1 \ /
AVERAGE LOT S/ZE ~ - R-30 ~ rl, ~ ~ I3o' . ~ 3aao0 ~ F 3aacD ~ F. ? ~ ? ~ / l sir I I I ~ ~ 1 I \ /
PRESENT ZONING 1 C~ ~ \ I I I ~ .1_ _ I l I 1 1 1
PRESENT USE WOODED 111 \ ~ ~ ~ , PROPOSED STREETS 925 L F _ ~ 111 ~ \ I i 186 + '-1 l 1 I I / \-/I ~ I - - 1 1 ~ / I I - 1 1 1 1 /
RESIDENTIAL - 1 ~ \ ~ D USE ~ \ ~ ~ PROPOSE s -1 ~ 66 ~ . , i I 1 / ~ 5 F I • i 1 2~0' T - - _ _ ill i / / 3 ! /
T--- ? 1 _ ~ 3 _ ~ _ 1 - - ~ _ ~
,'r20av F - ~75r / \ R II I I \ 1' ~pYC water I 1 1 1 a ! . ~ \ /
1 I i ~ ~ ~r/ < ~ / 1
1 I I ~ o ~ `tb • ~ ? \ 1 \ 1 I I I / ~ ~ ! I i 1 . /i I 1 /
/ ~
J 1 ~ (1"7? i~ 1 J I I ~ - ~ / \ \ / ~ / j ! \ 1 1 hh ! 1 1 ~ ~ ~
1 ~4 (471 1 I Y _ - Jd5 ~ HEA7~ I 1 ~ .155' - 10' Drainage i 1 / 1 I 1 ~ _ , / , \ l ~ I 1 ~
~ /N ? . C. I 1 u' ~ 1 \ / / I 1 \ ? I?1 i I \ ~
1 Nfi 1 67 a - --yo 1 LOT I, ~ 1 \ 4. ~ t8j1 / 9f/ I. ..I, 1 \ ~
I \ J.D4 At~ t9 i
1 / I I o ~ ~ (761 I , 1 1 ~ i 1 ~ I ! I 1 \ ~ 1 . 76 \ / / ? II 1 i
I ~ 1 ~ ~ i
( I 1 - - ~i' ,000 ~ t: I _ I - 3f0' .i 6„ ~ feence I ( ~ ~ \ ~ I I II \ /
_ \ Plroiooead 6 1 ,a ~1'a I i \ J19' 3 / i ~ I I \ / PVC Nbter Una \ , I I I I 1 /
/T 1 20' i PVC Nbter UM / i ~ I I \ Gate t~++ / / I ~ i ? I I 1
MINIMUM BUILDING 1471 ~ 1 1 1 1 Eosemer+t ~ ~ 8" Gate IAsh~+ / sir eASIN 1 I i s° cats ryM, / SETBACKS = care tanks 1921 / / I 1 ~ ~
2po ~ / ARfA 1 I / ~ ! ~ ~ I
p, ~ 1 6a tG ~ 1 I FRONT YARD •30 Z~ I 1 1 8"x 8'k 6" Tee hrTO' ~ ~ 205 A~ 1 Y r ~ / /
SIDE YARO 10 X c~~ I l0 1 J.JSAC to o ~ I > fOx~ / ~ ~ ~.V 1Kw`"""
ARD ,30 i 1 • T s~ , REAR Y ~ 1 1 00 ~ s Z II z S( 2g0 2~ f
CORNER S/OE YARD .30 0. ~ ~ ~ 1 1 'Q ~ ~ 1 1 • OWNER
MBSL------ MINIMUM BUILDING ~!y N ~ ~ f461 1 J00 I 1 SETBACK UNE ~ 1 ~ 1 Ana 8bck ro A~haol L27an l ROY & JAMES SMITH, lLC
C 0 ROY SMITH
4621 SELL/E DRII/E
J ~ I 1 1 69 GARNER NORTH CAROLINA 27529 ' I
3, I PHONE.• (919-772-4571 i
N ~ r 1 ~ O REF.• DEED BDOK 8519, PAGES 1241-1246 I,
Z N
W A
' SURVEYED FOR ~ • • ~
ACREAGE COMPUTED BY COORD/HATE METHOD PROFESSIONAL LAND SURI/E~'ORS
I v V / V / v I I ` V I 112 E. JOHNSTON Sr PHONE [phone]
REFERENCES SECTION SIX SMITHFIELD At C. FAX.- 989-9,01
Deed Book 8360, Page 915 I
PIN. 1639.02 22 8222 TOWNSHIP.- ST MARYS COUNTY.- WAKE DATE.- 7-10-02 SURVEYED BY- MY DRAWING NO.
CITY OR TOWN.- Wake County ETJ STATE.- SCALE.' 1 '=100' DRAWN B• M 02-103
NORTH CAROLINA Y.
GRAPHIC SCALE loo' 0 1ov 200' y ETJ PIN.- 1639.02 22 8222 CHECKED & CLOSURE BY• LLY SHEET J OF 5 ZONE.' R-30 Wake count
I I

I
TOP OF BANK
VAR. 6'-0" 8'-0" 5'-0"
PAVEiIIENT SHOULDER WIDTH WlDTN ~O,p5 I6~~ i ~I
+0 0.02 -0.02 +0.08 ' -
-0.08 DITCH
/ I -
- - -
H ULDER SECTION 5~-~° '°?s ~ SO / - - 18"
- 67 WASHED f "~"1 CLASS { I
TYP/CAL ~ ' -1 ~ RIP-RAP STONE (4 -5 THK.)
ll/ WAY TURNOUT GRADES ' DR E ~ t ~
1 ' 72 \ ~1
• \ J / \ FLOW .
EXISTING LOT \
CURVE 1 \ 'C ENTRAPPED SEDIMENTS
CURVE DATA HILLINGTON WEST S D ~ \ ~ o \ o ~ ~ V MUST BE REMOVED BEFORE 1 ~ REMOVAL OF DITCH CHECK
a = 1r-32'-19" s£cnoN Two \ 1 DAM. 179
_ ~ BOOK OF MAPS 1998, PAGES 7391-2394 / r 70 . ~ R 535.00 1 1 \
o T = .7T 177 ti 58 ` v ~ p i _ p - 117 8' l 1 178 ~ ~
0'= 10'-42'-34" p O• ~ ~ ~ ~ ~ ~ ~
STA. 0+00 =CENTERLINE ~ ~ NO SCALE
T SIT X STREET I RI/ ~ INTERSEC ION OF E CU E Z Q,1
WITH THE CENTERLINE OF C CURVE DATA ~ ' ~ •
HY BRANCH ORII/E l I / ~ BUS p ~ ~ I ' Temporary Ditch
0 for Turn Around (Typ.) ~
~ R = 710.00' / 0~ ~ v / F ~ T = 257.174' / Croding Limits Fence Provide
~ R W ,~a a~' ~o / ~n Fence ~ - Q Q• x x ~o c A - 493.47 / _ / Orversron Stile Tem oro Around Spoils Area p rY
J l rv , ~ ~ D'= 08'-04 -11 Sid Fence { J • Back To Le?rl .Spreader Turn Around ~
- Cury ~ v ~ ~ 9 J~ Divrrsian Swo/e \ x / • • - • - • , e ,~'1 • c fv} w h0 Arowid Spills An+a 1 ~ roM x / D ~ Check Dam \ / ~ ~ .
. / f Back To L er h evat / . -A R oa k C ~ Spread / / \ 50 ropch x / x / /I Temporary } n Grading Limits
Exsan 8 PVC ~ • / ~ / , \ a / - d F• ~ 0 0 8~ I Woter Line - _ ~ ,'S ' \ • ~~'rs • c ~ 'h ~ f~ / Custom Bolin /3 ~ , ~ ,q, h~ Sta. 11 +38.11= / i ~ ~ ~ r
t0' X 70 ,•p 4' 1`~q ~ 0 ry / SQ ~h 1 x / ~ J ~ \ • •.~9 ~ ~ 0' 6rodin Limits 0 S 1 C= o~ x / $ IlS/ w= w / Property Line
I H7 TR/AN ~N ~ F ?1 • 0 V 0 9 / f Ot ~ \ / R/W sc ccE ao ~ ,o ~ / I ~ ~ I.c~ . 1. F U6!/ oy@ 0 Q' x Bpnk ~ 35'x60' ,x l4%!~ 1 x, ~ ~ ~ / ~ ~ = r I / D / D - Eliza W. Burnette ~ .x / AI'e0 War Length= 10' /
62 .y .25 Sfi ~p °q ~ / / Permonent / ~ P' - ~g \ ~91~ / Temporary Spoils ~ - / / Curye 3 _ Deed Book 663, Poge 78 I
~ ,o \ ~ ~ ~ ~Q. Gustavo Bolin /I / / Construction x 10' X 70' I'C ~ ~ /4/eQ I I Eosement ExrsriNG Lor ~ \ L= / x / / . ~ Tem oror 2" / / / ~ ~ Blow Off Assembf
SIGHT TR/ANCCE o/P~ ~ / f Srl! Fence At I ~ Level l! \ W= Level Spreader cA i ~ y
I I T N WEST S D ~e ~ Crodin limits a, , I Tao ~ ape H LL NG 0 ~ _ Qetwy/ ~ / ~ • ! 8" Gote solve f - / / And Pug
SECTION Two ~ Level Spreader / x~i,_x / - ~ I ~ ~ ~ .C BOOK OF MAPS 1998, PAGES 2391 2394 Existing 8 Gate halve \ ~ Detar7 / ~ x ~1x I
~ c Est 9 g ~ ~ / / r ~i~~i ~ Check Dam ~ • W°te ~ /
D o Existing 2' Blow Off Assembly ,Q I ~ 16 i1y \ ~ w r VG ' r in imi P / G od g L is i
~ Remove Z" Blow Off And ~ 0 ~ I ~ ~ 8" Plu And Be in ~ o ~ ncrete Heodwo \\o i e B / plop°S ~
h I.; ~ 83 New Construction J ~ • ~ See petail \ \a W I .h 1 2Of5 p, ~ ~ S et a i~ Grading Limits ~ . CURVE 3
-NATUR,QL GROUND W , .c ~ • .1 ~ - \ ~
k I ~ EXISTING LOT ~ • - . _ A,..- • ~ ~ TA PUBLIC 50' STRfC7 CURVE DA ~ ~ Temporary / RIGHT-OF-WAY
-FINISH CENTERLINE G ADE ~ l - Custom Bosh /4 ~ . 2Q'-35 =47„ L= 1 - ' ' .
o HILL/NGTON WEST S D Gradinq Limits - I } ~ ~ ~.r \ ~ I W SECTION TWO ~ -.r W= R - 610.00 8' 20 (i' S'
- - -F W DIRECTION " \ x• LO BOOK OF MAPS 1998, PAGES 2391-2394 - - Level seder - I ~ SM p~ - T - 110.836 SHOULDER PAVfAI£NT SNGUID£R DITCH x~ ~ . See Detod IYa~ length- 10 , A = 219.28
0 \ ~ I / ~ D'= 09'-23'-34"
I ' TemPoraY x- x~ x~x SIL T TRAP / 186 custom Basin /2 Double 4e° RCP a 1.OOZ • CONCRETE HfADW.4LL ` f/4" P£R fT.
J L= Level Spreader \ Sid I I \ SiH Fence At Pi h = J 12'w? 1 ~ ~ PER rf pE'R
/ Ws Se' a Detal7 \ Tae (IJ - x-x-x-- - -SILT FENCE ~ Ds - 35'x60'' ~,r \ \ L \ Tce Ol Slope Plus A Flared End Section ~ 5l~ ~r ~;1
~ 1 NEir Length- f0 Grading Limits Pemionent ~ ~ f \ \ m £n 1 ~ 1,5 IMCiIfS 01~ S-9.51 8" At/NIAIUAI A' M On Downstrea d \ \ , Ft° ~a° ~ r stAafiapA~' AsPH~tr ,uLr ABC Na ~ STONE
_ _ _ _ _ _ _ ~ ConsNuction ~ Ot \ ~ - - - - - - - ~ - - -PIPE I ~ I l•'-"" • G~" t „ EOSemeQt \ \ s 1 1 ~ 1 \ ~ \ 18~ 181
~.q~• ~ 1 w \ I 185 Zc~ue2' \ l \ ~ J /
~ i" - - - - - - IMIT F CLEARING I ' 'J ~ 50 ` L S 0 60 R 20 PAVEMENT \ 1 8.3 1 TYPICAL STREET 50 50
I ~ l ~ ~ R~ non i I Pa' . 1 ~ Ri nan \ 1 R S Tl N ~ n C OSS EC 0 Rpano i po
I HOR/ZONTAC SCAIE 1 -50 I Buffer ? Buffer \ ~
- - - GRASSL/NED DITCH 1 ~~=5~ BUI~~ I vERncAC scALE ( I
WITH FABRIC LINING w d. ~ w w O~
~ ^ ~i w w ~ ~ ~ ^ n ~
-
a Oh ~ w I h_M ~ ~ O+i q~
h ~ N _ "5
W ~ ~ ~ Q W ~ N~ H m -o+p Q ~ ~ - H M ~ ~ EL.=300
~ o EL.= 0 0 a Q * h o i ~_Q ~ ~ q ! (h_01 0 ~ h
k C9 H N b W 2 ~ m Q fL =325 Q N 4 W ~ ~
E1.=325 ~ ~ ~ ~ W ~ N ~ + 1.00 ~ -
qW k ~ 0 W ~ c ~i
O Wit 4 a =2 4 W i i ~ fL.=295
00 W OV'W ~
• W A a o I
vl ` ~ Q ~ - EL.=320 ~ W ~ N EL -320 4
2 2 ~ S2
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~ W ~
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~o 'F ~ 6 6 ~
W EL.=2 EL.=285 ~I
I/ARIABLE WIDTH
O
~ Et =3r0
EL.=310 LE~£L CIP OF SPREADER
EL.=280
EL.=2 - I I - I
I i ~ _ I- _ I ~ ~ III- ~-I
EL =305 -III= - ICATER STAPLED - I I I- % 05' I
fL.=305 ~ ~_III f/ITER FABRIC ~
BURIED 6"
EL.=2 At/N/~lU~l EL.=275
I SECTION THRU LEIrEL SPREADER
~r'O = 11 0 F NC 7 10 DESIGN COW 2.15 CFS
.=300 $ E =300 EL l~C = .110' K = 20 fN1RY WIDTH = !0'
K = 28.05 DEPTH = 0.5'
EL.=2 O - ~ END WIDTH = 3' EL.=270 a w LENGTH = f0'
~ ~
°o p £ 95 I
EL=295 STA. 6159 ONSTRUCTION EROSION CONTROL PLAN C ~
0 o Double 48" RCP _ - 0 0 ~ Invert In ~ 289.50 FOR ~ . !i
• ~ ~ EL.= 65 !overt Out = 26830 • PROFESSIONAL LAND SURI/EYORS 112 E. JOHNSTON ST. PHONE.• 989-9300
b p SMITHFIELD, N.C. FAX.• 989-9301
Q
rf • • u' cn TOWNSHIP.' ST. MARYS COUNTY•• WAKE FIELD BOOk' DATE. 1-1010D? SURVEYED BY.•GHN,JW 350' ~I
is cncr AAAlA/ c7'DG'I-T D n RnY s1Q5 ~ ° 3~~
CITY OR TOWN: STATE.' NORTH CAROL/NA SCALE. i" = 50' DRAWN BY.' 06',T, //Jl DRAWING No.
BENSON, NORTH CAROLINA 2 7504-0 695
PHONE: [phone] ZONE.• R-30 PIN.- CHECKED & CLOSURE BY- LEB 02-104 ~i
FAX [phone]
$ $ SHEET 4 OF 5
h g $ g b 6 0 p

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I
TOP OF BERM CAP TDP OF PIPE 6' PVC OR y I
b' PPC RISER VITH SLOTS TOP OF BERM A 'i
SEE NOTE tl 1 - SIDES OFPSPILLWAY 1' MI 2' MIN W 1' 6' FREE80ARD AON -1 1' FREEf30ARD MIN W 1. RIP-RAP TO BE USED IN CHANNEL BED WHERE d y I W SHOWN ON PLANS.
`~W TOP EIfVATK1N OF STORM WATFR ~W TOP ELEVATION OF STORM WATER ~ ~ - _ Z, IF BEDROCK IS ENCOUNTERED WTIHIN THE LIMITS OF THE
FlAOD STORAGE IDNE ,t4~ TAB ~i fL00D STORAGE ZONE ~5 WASHED STONE ~ d _ 3' NIN 4 TD't TOEWALL BEGIN TOEWALL ON THE BEDROCK. OR AS
"l, ~ MAX 4' MIN 3' TrLL~BA$IN CAP E ZONE EMBED 1B' } 1 18 ~ m" + fi t DIRECTED BY THE ENGINEER. ~ tEf \ 3, WHEN ONLY ONE SIDE UIRES RIP-AAP I OR II. m" ~ 2 min ~
(TO ACHY) 4' MIN 3' SEDIMENT STORAGE ZONE (TOTAL &ISIN CAA It GRASS LINED CHANNEL SECTION - - Usr STATION AND SIDE OF SAME.
1.5' MAx SEDIMENT DEPTH 1,5' MAx SEDIMENT DEPTH ~1 RIP-RAP GRAVEL BEOD - - ~ PVC (NO SLOTS) 8' MIN OR FlLTER FABPoC A 4. 4 {MINIMUM OF /57 WASHED STONE OR GEOTEXTILE
MAX LEVEL OF SEDIMENT COLLECTED TARP EXTENDS TO TOE OF BACKSLOPE DETAIL OF CLASS I RIP RAP UNDERLING 5 REQUESTED WHEN USING A STONE GRAVEL BEDDING y DWJETER)
CLEAN BASIN WHEN THIS LEY0. IS NAX LEVEL OF SEDIMENT COLLECTED RFJuCHED tt5 WASHED ST~IE FILTER CLEAN 8ASp1 WHEN THIS LEVEL IS 15' MI 1' MW PARABOLIC-SHAPED WATERWAY WITH STONE CENTS iITH STONE CENTER DRAIN ;TRAPEZOIDAL oR FlLTER FABRIC y R S. FOR 'Y DRCH W LS 0' ~i
TO TOP OF HOLES ~ (SHAPED BY BULLDOZER) ) G W I _ i
SECTION THRU BASIN AND FLLTER SECTION THRU BASIN AND FLLTER w .y I I
WEIR LENGTH VARIES tSEE NOTE 3) NIN, 12' TOP OF DAM GRRY RIP RAP UP SIDES OF SPILL WAYS .II ,II~..~ d II ~~I• (I 27 MIN. CLASS I 2Y MIN. CLASS II ~ BED ~ G
4 TO 12" I II, IIINiI. u ~ x s
i'-6' 10' MIN t B' GRASS LINED SECTION WITH JUTE MATTING
TARP PROTECTION DITCH AND WIRY TARP SEDIMENT EDGE tMIN. 12'> flOp, PIT 4' 4' i' MIN FREE BOARD ~ DETAIL OF CLASS i OR CLASS II RIP RAP
4 5' ~ ~1 RIP RAP OR FlLTEAD~ABRIC
A 1 A * ! J' _ CLASS I CLASS II
FFLE CTYPJ ~ 3' t * ~ 3' - WATERWAY WITH STONE CENTER 0 V SHAPED 40 PVC V TH CLEAN-0I~ DRAW DOWN RISER SHALL HE 6' SCH 1 f 4 EM' plr TRG R SHAPED BY MO 0 RAGE HA PLAC D it VI 1' ON DE, ) AP AND S OTS, SLOTS S LL BE E 8 C L ii::T~ i 3' MIN r5 WASHED S10NE ( STONE CENTER DRAIN LENGTH OF DITCH w x w x )R GRADER) To aE USED WHERE EXCESSNE STORMwA1ER o'S' All 3E" i
CENTER RADIAL ARRON? PIPE. VERTICAL SAY CUTS 24' L@IG, ~ THE TARP SE TO PROTECT THE VEIR SHALL BE THE WIDTH ~ z uD VELOCITIES PROHIBti VEGETATIVE LININGS. Z2" MIN. CLASS I 6'-t0' 17 ~ 511E OF STONE MUST BE DETERMINED BY 4'-0 C1A55 II it•_pO• ig
a SPECIFIED, THE LENGTH ff THE TARP SHALL BE ACCORDING . !/1 TD AVAILABLE SUPPLY, IF MULTIPLE TARPS ARE TO BE R DRAW DOVN /yp / / Il~l~llf~lr~ll~l APPROPRIATE DESIGN PROCEDURE
THEN TARPS SHALL BE LAPPED AT LEAST 12', THE UPSTREA p Typ 12' TARP SHALL OVERLAP THE DLIVNS1TfEAM TARP, THE TARP pMENSKINS FOR d R W VARIES ACCORDING 27' MIN. CLASS II 2'-Tf CLASS I ~i TO DESIGN.
SHALL BE .50 Mil HEAVY DUTY SILVER TARPAULINS F~2 LLV, CLASS 'B' RIP-RAP RESISTANCE, SEE DETAILS SECTION THRU BERM AND FILTER PERSPECTNE VIEW
3, VEIR LENGTH FORMIA.A IS O1~CLH 3/2 -010=1~06L LONGITUDINAL SECTION AA,BB OR CC i
THEREFORE - Le010/I,06 PERSPECTNE VIEW STONE LINED CHANNEL SECTION
WC24 STANDARD RIP RAP IN DITCHES WC27 ~I
TEMPORARY CUSTOM BASIN GRAVEL AND RIP-RAP FILTER BASIN DETAIL WC$ RIP RAI
RIP RAP LINED CHANNELS WC26 TYPIGAL CHANNEL SECTIONS I
• PIPE DIR. Step 1 DrNe steel fence pod at Imet 1R' into solW ground. W000 POSTS AAE NOT SEEDBED PREPARATION I,
ACCEPTABLE i ~Al~e, _ A. Bury the top end of the jute stripe '°~E II
HorimMal metal wired few to vettzoi in a trench 4 inches or mero in ~0 Pmt r~ P~+• 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES I
Extra pod in middle of opening, TI N OF ALL FlLL IS RE(uJIRED.DIVERSIONS DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. II A A a, MACHINE COMPAC 0 i
Eby .uu~,u~/ RIPRAP SUFFlCIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
Minimum S' wide o ni O r' ' Pa "g .,r.r~' ~i INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTK)NS I~ CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
Madmum S / between WITHTHIS OPERATION IF SEDIMENT CONTROLS AND DVERSIONS 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
~,y 8. Tamp the tronch fu0 of ae0. ARE INSTALLED IS EACH CRmCAL POINT IS REACHED). UNIFORMLY AND MIX WITH SOIL (SEE BELOW).
Secure with raw of doplee, 10 inch spacing, 4 inches down from the b, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY 5, CANfINUE TILLAGE UNTIL AWELL-PULVERIZED, FlRM I ) I
tretxh. ,kJ~ TYPK:AL CONC. y / CONSTRUCTION OPERATIONS. REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
W~ ~y? sECna+ 1 c, DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE TO REMAIN fi.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
O eC y VIEWS C. Owrlop--Bury uppr end of bwer y ~y IN PLACED OVER 30 DAYS. SEED LIGHTLY WiTH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
LOOKING 'I"p os In 'A' and 'B'. Overlap ISOMETRIC VIEW d, CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS. 7.) MULCH IMMEOUTELY AFTER SEEDING AND ANCHOR MULCH,
DOWNHILL ~ of thP ~P 4 ind+a and PM REPAIR AS NECESSARY.
SECTION AT GAP A A 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
'Hog Wire attached - y ~ to pods with lengths of wiry O _~si . ~ . J• t2" MIN RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF PLAN ~ STAND SHOULD BE OVER 80X DAMAGED, REESTABUSHFOLLOWING
y " ~ ORIGINAL. LIME, FERTILIZER AND SEEING RATES. SLOPE 2:1 cN0
Fabric faked over ~ v° q horizorttel pod ~z ~ ~ ~ ` IN PECTOR ON MAINTENANCE TREATMENT
Horizodol pod 0. Erodon amp--Fold of Jute lwried NATURAL GROUND 9.) CONSULT CONVERSATION 5 I AND FERfIUZATION AFTER PERMANENT COVER IS ESTABLISHED. OR FlLL OR CUT
in aIK trench and tamped, double Fence and fabric or doTd~• do ~ PIPE DIA SLOPES COMPACTED FILL ~ APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
twried In Geneh i~ Lo ~ APRON LENGTH ACRE IN CUY SOILS)
d X g' trench W ~ Ste 2 Use Sta lea t' to attach badcRllsd and 3 x PIPE f MIN P fabic to beg wire, compacted. d ~ APRON DEPTH PLAN BERM FER11uzER - 1,000 lbs. /ACRE -~0-10-0
1~ b ~ d SUPERPHOSPHATE- 500 Ibs> /ACRE -tax ANALY51s
kti ~o g 't' ~ i' • 18' MIN ~ MULCH -2 TONS /ACRE -SMALL GRAIN 5TWWV `y ANOTHER -ASPHALT EwN1lSI0N •300 GALS./ ACRE WC3
~h ~ FebAc cut and folded over the ; wo ~ Le
. , horizodol fence poet a ~ SLOPE 0 X FlOyy _ y y W ~ ea ~ -
r ;~1 Tap d 6dfle rlaldd bad W W W e SECTION A-A FAter blanket
. flan tlM batbem ~ ao' ~ Q j~ °f tta apilwair. W W
SEE API SEE APPItOPfeAIE 9CIIFDIriE FDN DIMENSmNS DITCH
~ V'.. ~/~7~Q~ e ~ d SECTION A-A 1. La 1. La is the length of the riprop apron. 18 MIN
• Filter blanket 2. d TYPICAL STAPLES SEE APPROPRIATE SCHEDULE FOR DIYENSKINS 2. d = 1.5 times the maximum shone diameter but FLOW
not , i~ Gouge Wirom • , , , 1, la is the length of the riprop apron. not less than fi" 12' MIN ~ ~ f
•s` 3.In~ 3. In well-defined extend the apron up the
• 2. d 1.5 times the maximum stone diameter but choi not less than fi mar channel banks to an elevation of G' above the CONSTRUCTION SEQUENCE maximum tailwater depth or to the top of the
Bottom of beffk F. Prsae ends of jute 4 krehea info bDn~ in troneh and troneh hank which ever is less.
filled with Boil and compacted. tiro mil around drueturea and aecuroy 3, A filter blanket or filter fabric should be 4. A 1 installed between the riprap and soil foundation. WC29 insl WC28 ~ 1.Obtain a land disturbing permit. Schedule a preconatruction 4. A filter blanket or filter fabric should be conferonce with the Enrironmental Engineer _g installed between the riprap and soil foundation.
2. Install grovel construction pad, temporary diversions, elk
Baffles for Sediment Traps and Ponds WC10 TYPICAL JUTE MAT DETAIL WC25 PIPE OUTLET TO FLAT AREA - NO WELL DEFINED CHANNEL BERM/DITCH fence sediment basins or other measures as shown on the PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL
approved plan. Clear only as necessary to install these devices. Seed temporory d'nroroiona, berms and t>aains
CUSTOM BASIN DETAIL immediately otter construction.
NOTES: WC4 POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. 3. Cali for an on she inspection by the
t O~ MAX. TARP ETrn TARP EXTEImS 1OWEKt IF SLOPE EXCEEDS 2X, SEED AND MULCH DIVERSION. TRY Environmental Engineer to obtain a Certificate of Compl'ronce.
TDE OF 5 NAS To B TOE OF SLOPE 5 CAP ~S~R Wl~i sLOts~ NOT TO IXCEED 5R HIGH VELOCmES RELUST). MAXIMUM ( RUNG CALCS.. 4. Begin clearing and grubbing. Maintain devices as needed. ~I ~ ~ ~'VW~IORED WEIR D. A 5 ACRES WITHOUT SUPPO Rough grade site. I
12' te' DIVERSIONS AT THE TOP OF SLOPES MUST EMT'TY INTO AN
MAX. SHOULDERS SIDE DITCHES, SLOPES (MAX. 3:1) T,wp ~ STONE y` APPROVED SLOPE DRAIN. BERM/DfTCH IS MOSTCOMMONLY USED, 5. Install storm sewer (if shown) and protest inlets with block • gravel FlLTER ~ inlet aantrOM sediment tro or other a measures as shown
4 PVC OR o ~ Pa PPr~
PLANTING TE C TEMPORARY DIVERSION BERM/DITCH on the plan. Begin construction, building, etc.
DATE TYPE _ 5' x a' x ~ 5' x a' x te' ~ cPP LENGTH 6. Stabilize site as aroas are brought up to finish grade with d50 - s' stONE APRON vegetation, paving, ditch lining, etc. Seed and muk:h denuded
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS./ACRE ~D - ~ NOV. 1 - MAR. 1 TALL FESCUE 300 LBS./ACRE or~a within fifteen (15) days of completion of any phase of
X12.5 GA. & ABRUZZI RYE 25 LBS./ACRE 10 GA. INTER. WEIR DETAIL construction, ~i {
MAR. 1 -APR. 15 TALL FESCUE 300 LBS,/ACRE WIRES APR. 15 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS./ACRE _ 7. When construction is complete and all aroas aro stabilized I, TOP OF DAM completely, call for an inspection by the II
t~ Environmental Engineer.
JUL. 1 -AUG. 15 TALL FESCUE AND 120 LBS./ACRE BROWNTOP MIMILLET 35 LBS,/ACRE rsrctl uo0 ~ 8. M Bite is approved, romove temporary diveroions, sik fence, sediment ~I
OR SORGHUM -SUDAN HYBRIDS 30 LBS,/ACRE TAr:P PROTECITON WEIR LENGTH Tom, Eor~ yA, basins, etc., and seed out or stabilize any resulting bare areas. {MIN, tY OF T+ua') All romaining permanent erosion corhrol devices (such as
NOTES: ~ t) DRAW D NOTES: velocity diasipataro) should now lte installed. I t) DRAW oowN RaER SHALL BE d SCH +o PVC WITH CLEAN-err CAP Arm sT.oTS. SLOTS SHAD. BE
' SLOPES 3:1 TO 2:1 t" vn~ PIPE (4 FROM T t vnDE vERTICAL DoE curs. SLOTS SNALL BE PUVCEO AT sa MtfERYALS AROUND THE / 9. When vegetation has become established, call for a final efts PIPE 4 stDTS .slots SHALL eE ~ La+a oNE sEr ~ slrns sHAU BE sEPAeTEV eti n the Environmental E irleer FROM{THE NE)~ SET 8Y ~ OF SOLID PEE. THE NIRIBER OF SETS OF SLOTS SHALL BE 6' MIN 1 1nap0 0 by ng ,
DEPTH i DEPRt ~ BASRt MiNI~ ONE Obtain a Cert~cate of Completion.
MAR. 1 - JUN. 1 SERICEA LESPEOEZA (SCARIFlED) 50 LBS./ACRE 2) THE TAI 2) THE TARP USED TO PROTECT 1HE WEIR SHALL BE THE WIDTH SPEgFlED. THE LENGTH OF TARP SHALL 8E ACCORDING TO AVArIABLE SUPPLY. IF MULTIPLE TARPS ARE USED TO
& TEx~roio~ (MAR. 1 -APR. 15) ~ TALL FESCUE 120 LBS./ACRE u~PSrR, ~ ExTENO PROIECt10N TO TOE OF BACK SLOPE THEN TARPS SFVJl BE OVERLAPPED AT LEAST 17 UPSTREAM TARP SHALL aYERIAP DOwrISTREAM TARP. tHE TARP SHALL BE .50 YIL HEAVY NCDOT (5 OR X57 WASHED STONE DUTY SILVER TARPAULINS FOR SUN RESISTANCE. Environmental F.ngineero Offal
4" WOOD POST (MAR. 1 -JUN. 30) OR ADD WEEPING LOVEGRASS 10 LBS./ACRE 3) BASIN SHAl1 BE CLEANED OUT WHEN 1/2 FIRL
AR. 1 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS./ACRE z) BASIN ' (M ) OR ADD WIRE FABRIC 32' MIN. JUN. 1 - SEPT. 1 TALL FESCUE 9~ID. 120 LBS./ACRE Byron Brady 85B-fi195
BROWNTOP MILLET 35 LBS./ACRE TEMPORARY CONSTRUCTION ENTRANCE WC6 Marv Cox 856-7558 Kole lemaster 856-6198
MARAFl 140 «a jO8 SORGHUM -SUDAN HYBRIDS 30 LBS./ACRE Dave Parnell 856-7549
SEPT. 1 - MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIEO) 70 LBS./ACRE ~ Daniel Rowe 856-7459 LINING SAME NOTES: APPLICABLE AT ALL POINTS OF Les Squires 856-6199
NOTES: AND TALL FESCUE 120 LBS./itiC,RE AS DITCH ,MQIF~; INGRESS k EGRESS UrliiL SIiE IS Jake Taylor 856-7548 I
1 F N F RIC TO BE A MINIMUM (NOV. 1 -MAR. 1) 9QR ABRUZZI RYE 25 LBS./ACRE ~ E CE A8 ~qy C a. NCDOT / 5 OR }'S7 WASHED STONE SHALL STABILIZED, FREQUENT CHECKS OF WC 1 'W .PAD TO BE STYL X ZO'W X 5' THE DEVICE AND 11MELY N~ OEAT~MINIMUM. MNNTENANCE MUST BE PROVIDED.
36" 32" IN WIDTH ANO HAVE UNE N~
26" WIRES 17 MAX. SPACING. b. TURNING RADIUS SUFFlCIENT TO I~ 0o Do ACCOMMODATE LARGE TRUCKS IS TO BE
2. STEEL POST SHALL BE 5'-0" IN LENGTH WITH SELF FASTENER O~°~ o~ p~ o q11~ PRaV10ED.
TAMP BACKFILL HOOKS CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL ~~0 8 °o~ 0 ~ II pt',~o°~0° O {~p~~O~'OO° c. ENTRANCE(S) SHOULD BE LDCi1TED TO 004 -(J" o~ PITO'VIDE FOR MAxIMUM UTILITY BY ALL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE 3. WOOD POST TO BE 5 -4' MIN. ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER 0000 o°~Q~o 00 / CONSTRUC1Kk1 VEHICLES. ~ °o 00~ ~ I ~o,° p gg~~ °o
~ LENGTH AND 3" IN DLR. MIN. WIRE SEEDING RATE COMBINATIONS ARE POSSIBLE. o °8 0 oO O° $o d. MUST BE MNNTAINED IN A CONDmON
FABRIC SHALL BE FASTENED TO O 8~ o WHICH WIU. PREVENT TRACKING Olt °Og~gfPo DI~CT FLOW OF MUD ONTO STREETS.
36" THE WOODEN POST WITH NUMBER TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT Op0 ° PEi50DIC TOF~RE551NG wRH STO SILL BE NECESSARY; KEEP SOME HANDY.
8 WIRE STAPLES 1Jf" IN LENGTH VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE ~ AT EACH LINE WIRE, MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. \ WHICH STILL MAKES R
/ . ~ e. ~ RAWINO N0: to P D ~ P ONTO THE ROAD MUST EIE CLEANED U Q ~ p~5~ IMMEDIATELY. n 7 ~ ~ ~
TEMPORARY SILT FENCE DETAIL
WC34 WC33 I I L/Z - I U-.; u SECTION SIX SHEET 5 OF 5 ISSIPATOR DETAIL wcai CHANNEL Q
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i