20021103 Ver 1_Site Plan_20020710 (2)

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" REFERENCE: BEING THE LAND OF ISS . IRON STAKE SEt ~ CLAY t. ~ DIANNE G. STRICKLAND DESCRIBED EIS o EXISTING IRON STAKE I
h C pp IN DEED BOOK 951 PAGE 158. EPK 1 EXISTING PK NAIL 0'? h
PK51 PK NAIL SEt
ECM p EXISTING CONCRETE MONUMENT ~ m
CP p COMPUTED POINt ® N PP ~ POWER POLE ~
p N R/W RIGNt OF WAY
RRS ~ RAILROAD SPIKE SEt w ~ °rn ERR a EXISTING RAILROAD SPIKE ~ ~?._~._r:.-~ ~
PED ®PJaONE PEDIStAL ~ "0 ~
_
N WY 5i31 . - f"L.O~C) a ~ •rE---_-_ a ClIAPLL UJ
F~ SPRING NOF'E ~ p1
~ h
Q •C F, ~ ~
~ h ~ - rn
MqP P.B NORTH 23 a. cv
U • NTS ~ ~ ~
c ° z
m ~
L. X ~ C7 G1
(A U1
~ ~ 'a
"C3
cap}ri~t~, zoal CI41L1EK ASSOCIATES, P.A,
All Rlghts Reserved. Repraduotlai a' uae of the content of thle document, or
addRlons or ddetlone to thle document, In whole or In part, wlthoui written qnn~ Dent of CINLTEK ASSOCIATES, f~tA., la
PROHIBItEO.
GLAY T. ~ DIANNE G. STRIGKLAND P.B. 20 PG. 237
D.B. 1347 PG. 535
' GREEK NAS BEEN FIELD
LOCATED ON WESTERN
GREEK BANK. CENTER . LINE OF ALLEN SPRING
BRANGN IS PROPERTY i
LINE. ~ r
? ~ ~
ALLEN SPRING BRANCH Q 'C~
a . a~ • O
P 0~ ~ 5o r
~ , .mot g Lot i
Q4 y N 3 PG. 93..~ `y , P.B. 2 O
~ Q V ~
V~ P - , • , ® ~
r I I ~J
. - c~ _
. k :
I ' la~> 1~ ~ 'ti ~ ~
I I
1 ~ ' N/F ~
i~~o REMAINING LAND ` ' ~`~0 DORIND. D. NORtON ' :~o ~5J,g0, ~ Ot 2 ~ . L r~~
TO BE DEVELOP 1 P.B.. "'3 PG. 93 ~ I ~ I-~
AT A LATTER DA E. e " . 1 ~ ~ X51. ~ _ r ~ ~ 200
! ~ ~ LOT 6 T ~ .~..~~gp~ppp"yq;"f4.. d ~
~ ~ ~ m . , - _ _
NOTE; TEMP. ~ 1
GUL-DE-SAG 2~~ C C I .e~ 1 0 ~ a~ ,l - 4+16,8 2~
...................,..........,.,...,,..,............~.6+60 Q ` l ~ I 50' R>d~C~. - ~ ~ L $ I g
_ v
~ `'o S _ 5 ~ ~ I':N
4 / I I , ~c ' 4 I z I p_. O0 ~ 2 .65.
+ ~ ~ ~ _ ~
• • ; ' ~ f 3~' qq ~ ~ L00
LOT 5 S ~ > ' ~ / 54 263 f t. ~ _ 20 ~ ~ ~ / • :2l ~ ~ `l ~Wr Q ~ . I . NN 1 m
~ ~ I.24 Acres > R ~ '
_ ~ 151, ~ R/V ~ I I - • 4f0 q T , . QI
~ ~ ~~o ~ \ ~ ~ 30 ~ LOT 4
` TRACT 2 50.00 ~ rq/ 55,45q scy • ' ~ .....MRS. ROMIE hl. TURNER HEIRS " 2~p4' ~ ~ 1.27 Acre / 55,459 scy ft. ~ `~.1 AC 1' ) . I.27 Acres 1 ••.18.6 .
P.B. Iq PG. 80 ' ~ •
`o T 1 ~ I + 1 ~..ut I
NOTE THERE IS A R PARIAH ~ BUFFER 50' DN EAGN SIDE 1 30,fi100 ft. ~ . 1 ~ P.B. 23 PG. 93 1 ! I ~ I I
"a<~ OF INTERMITANT STREAM. ~ ' . 316.0 , • L 2`•., ' I ~ I ~ I - ; otl 4.p'J' I I -
I16,01~ 1....~1 30, sq, ft. 130~'t~01 aq, ft. I m .
. 1 ~ ~L. Q.(z9.,6~t's~ I ~
PLEASE NOTE PLEASE NOtE: 151,90' ~ I c
FIBER OPTIC L ._~~0 RUNS ALONG R IBER OP71C LINE _ ~0 p :UNS ALONG R/W R~~ ~ ~ _
ACROSS PROJE S OJEGt ' a i°"'a"1°" -r tIE LINE NCGS MONUMENt ~CROS PR ~ W Si2'00'22"E
ENTRANCE. BEF JTRANCE. BEFORE ' ~ BRADLEY ;GING CALL ULOCO 1190,07 NAD 63 GRID COORDS.
DIGGING CALL UI .o OR UTILITY GOMf . . N ~ 781,032.703 U71LItY COMPANY. -
CL o CL E ~ 2,2b9,740.562
,~~~~~~r~~r ,rbt4f ~-.~eff. I,I MILE SOUTI~I N.C. 581 t0 tAR RIVER
TO S.R. 1921 (60' PUBLIC R/W) f
'
1 y°k
d H ~ ;1 , 1 n yi • °
t . Q, Y°r t~ ~ ,~a`
e 6J S 1~~! G_I h(~. M
,~~~L' Drawn b . Y'
_TF{ _
roved b APP Y•
~FNERAL NOtES= TH
UM RO OSED LOtS ¢ 9 ~ _ I. TOTAL N BER P P MINIMUM LOt SIZE = 30,000 SF pate:
zoNING: A-1 g-g--20Q1
SETBACKS: 50' FRONT ,_,T,.~.,_..____~, 15' SIDE, 25' SIDE CORNER
30' REAR ~ Job name:
2. ALL CONStRUCTIDN t0 BE IN SUMMIT HILLS A CORDANCE Wltla NCDOT AND G ~
NASN COUNTY SUBDIVISION ORDINANCE
STANDARDS. 3, OWNER/ DEVELOPER= ScaIP:
MR. CLAY T. STRIGKLAND ' 1 "--100' H
I~>an rleranntile anon
U U GRAPHIC UALE SPRING HOPE, NORTH CAROLINA 27882
C KDO too 0 50 100 zoo 400 PHONE. [phone]
4. LINEAR FEET OF ROADWAY PROPOSED- I,0g2 L.F.
TAY. MAP 44 27680097(otbI Sheet No.
b0 b ( IN FEET ) f~°C 'isJS S-T 11 2 5N A I-G 1-1 00 (<61 s A
P 1 inch = 100 rt. of

QO
SEEDING MIXTURE O
SEEDBED PREPARATION NOTES: SPECIES RATE (LB/ACRE) REFERENGE~ BEIN TN LAND F ~LEGF~p ~ G E 0 ISS • IRON STAKE SET ~ CLAY T, 4 DIANNE G, STRICKLAND DESCRIBED EIS a EXISTING IRON STAKE ~
w (e• wa=.) TALL FESCUE 80 ~EQw_ I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED SERICEA LESPEDEZA 20 _ IN DEED BOOK 951 PAGE 158. EPK A EXISTING PK NAIL ~ ~
_ _ TaP of BEau _ r FREEeoAao truN.) ACCORDING TO PLAN. KOBE LESPEDEZA 10 f)1 ~ PKS 1 PK NAIL 5ET to ~
oes~n N~cH WATER 2. AREAS TO BE SEEDED SHALL BE RIPPED ANp SPREAD SPILLWAY CflESr _ i (1*5') WITH AVAILABLE TOPSOIL 3° DEEP. SEEDING NOTES= ECM p EXISTING CONCRETE MONUMENT ~ ~
}T 3, LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL I. AFTER AUGUSfi 15 USE UNSCARIFIED SERICEA SEED, CP 0 COMPUTED POINT L] PP <'Q, POWER POLE ~ ~
uANllAUU LEVEL of seoluENi- _ BE REMOVED FROM THE SURFACE SO THAT THEY WILL 2. WHERE PERIODIC MOWING IS PLANNED OR NEAT APPEARANCE I5 DE51RE[ (CLEAN BASIN OU/ WHf.N \ CLEAN OUi STANE-~~- 12" ;~S WASHED STONE B' yAK :E 15 DESIRED, OMIT R/W RIGHT OF WAY ~ p ~y
Trus LLVEI. aencNEOJ N= e NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE. ~ I - s OF VEGETATION. SURFACE FOR FINAL SEEDBED 3, fi0 EXTEND SPRING SEEDING DATA INTO JUNE, ADD 15 LB/ACRE NULLED RRS • RAILROAD SPIKE SET W •y 'ACRE NULLED BER- ERR o EXISTING RAILROAD SPIKE ~ ~ ~ C, \
: i2 PREPARATION, AT FINISHED GRADES SHOWN, SHALL BE MUDAGRA55. HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TD SEED TE _ .taws.. TD SEED TEMPORARY PED ®PNONE PEDISTAL .Q { ~ a. •
REASONABLY SMOOTH AND UNIFORM, DOVER. 4. IF NO 501E TEST IS TAKEN FERTILIZER AND LIME TO NURSE PLANTS: - - "0 ~
~ Rw BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. BETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LE s I ZHR~GH BASIN AND FILTER IN ADDITION PROVIDE 15 LBS./ 1000 S.F. OF SUPER- SUDANGRA55, PRIDR TO MAY I OR AFTER AUGUST 15 ADD 40 LB/ACRE R1 ILLET OR 15LB/ACRE PROPERTY ZONED A-1 NwY t~e,l ~ ~-oo1~~s ~
s. PHOSPNATE.I SEEDING DATES= 0 LB/ACRE RYE(GRAIN), PARCEL ID ~ 276400186547 TO ;PRINCE NOPE~
, Aigo cuss I 5. IF A SOIL TEST IS TAKEN, PROVIDE FERTILIZER AND BEST POSSIBLE MINIMUM SETBACKS FRONT 50 q; ~ LE REAR 30 ~
~ ~ CARRY RIP qAP UP -E (lo' ~rRr.) RIP RAP LIME ACCORDING TO SOIL TEST REPORT, FALL: AUG. 25-SEPT. 15 AUG, 20-OCfi. 25 I ~ sroes of sPIUwAY-~ 6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY LATE WINTER= FEB. 15-MAR. 21 FEB,I-APR. 15 OCT, 25 .SIDE 15 Q ~ h
~ ~ _ ~ F~r<~ ~ ~ , = T` - AND MIXED WITH fiHE SOIL DURING SEEDBED PREPARATION, FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OV R. 15 SIDE CORNER 25 f' ~ ~ 'EDEZAS. OVERSEEDING P""+ p h ~
~ 1 --Silt FENCE 5 E BASIN SECRON ABOVE 7, ADDITIONAL EROSION CONTROL MEASURES MAY BE OF KOBE LESPEDEZA OVER FALL SEEDED FESCUE 15 VERY EFFECTIVE, f FECTIVE, ~ ~ ~ r` Ol. N
~ ~ ~ - . REQUIRED DEPENDING ON FIELD CONDITIONS. SOIL AMENDMENTS= ~ ~ 8, MULCH TO BE TACKED OR M CNANI I APPLY LIME AND FERTILIZE ACCO N 0 I
E CALLY T ED DOWN R RDI G T SO L TEST, OR APPLY 4,000 L FaRrp - _ x -srABlutE ouTLer mrcN ro N ` / ~s WASHED srar+E WITHIN TWO DAYS AFTER MU CHI R A GROUND AGRICULTURAL LIME570NE AN 1000 / C 1 - I / _OERM~- ENO OF OKTUflBEp AREA ~ L S SP E D. D , LB A RE 0 10-10 FERTILIZER. APPLY 4,000 LB/ACRE NTS ~ U )FERTILIZER. M ~ Z U
/ ' (1AATERIAt SPECii'IEO NY ENGINEER) 1: ~ ~ MULCH. _ APPLY 4 000 LB/ACRE GRAIN 5 RA 0 ~ ~ ~~~~N~ ~145~~ ~ • Z
~ oU~f , T W F EQUIVALENT COVER OF ANOTHER . ~ o„ cH MULCH. ANCHOR STRAW BY TACKING WITH ASPHALfi, NETTING, OR ROVING ~ ANOTHER SUITABLE ~H~~~ m ~ OR ROVING OR BY rmeM rst aide torage torege for Si mid Sian boi Siae t ~ x
_ „ ~ CRIMPING WITH A MULCH ANCHOR TOOL. A pISK WITH BLADES SET NEARL' ,.r s"` N CAN BE USED AS A MULCH ANCHORING TOOL. S N 10 Werr © ~ S ET EARLY STRIGNT sm Area AC Are AC R it P vided ft L W L W L W cfs Le h ft ~ ~ rn
E EVATIDN OF 8 RM AND FlLT~R MAINTENANCE: ~ ~ 1 1,25 1.2 250 228Q 3 19 13 34 33 54 3,52 1,17
REFERTILIZE IN fiNE SECOND YEAR UNLE55 GROWTH IS FULLY ADEQUATE. I' 2 1,45 1.45 2810 2640 2.5 22 48 17 t` ~ ADEQUATE. MAY BE 43 35 61 4,08 1.38
MOWED ONCE OR TWICE A YEAR, BUT MOWING 15 NOfi NECESSARY. RESEED FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. IARY. RESEED, 3 1,39 1.39 2502 2520 3 20 42 14 3ti 34 56 3.91 1.30
RIP RAP SEDIMENT
BASIN Ft93tMUL±
i nt St •R 'red =18000.F. x Disturbed Area AC Copyright®, 2QGI Sad me Drags ( )
Sediment Storage Provided =Length(at midpoint) x Width(at midpoint) x Depth AI R ghte R"ved,SReproduotian or use
Q10 = cIA; A =Drainage area to basin of tha conlwnt of ihie document, or odditlano or deletions to lhio dooument,
Weir; Qweir = eLH312 In whole or In part, wlthcut wditen con-- eent p} gNLIEK ASSOCIAIFS, ftA., Is PRCHIRITED.
Mqp
A,g NoIpTN CLAY fi. d DIANNE G. STRICKLAND 23 pG
q3 P.B. 20 PG. 237 E
D,B. 1347 PG. 535 ^i
".c
CREEK NAS BEEN FIELD NOTE= 501 TAR-PAMLIi TA - AM ICO ~ ~ . R P L
LOCATED ON WESTERN BUFFER TO BE PRESER' GREEK BANK, CENTER 0 BE PRESERVED Ay UNDIS
LINE OF ALLEN SPRING s.
BRANCH IS PROPERTY LINE.
• d
/ \ l /
ALLEN SPRING BRANCH ' J,
G~ . '
li :f : o ~ ~
0 $b Ca : e. ~ . r .
Q¢ v .1 . e , , , LOT I
~ P.B, 23 PG. 93.. ' '
P~'
~ Q '
p ~nlM~r lr~ ~i° 3 ~ ~ ~ P w
GI, c~..1 111' o - bISTUI~En pt~' - ~ p. ~ St~IM~N ~~IN
SIP' ~ 1 , I ~ ' ~Zlt?~ ~ - - I ~ = , Z~ ~ ~ it31> ...>~s~~ ~ -1 -15
~ 5a . W ; i ~o.,....... . r,,~ S.y I ^y ,W.".. ~
. i ~ o
.........~C~ 15~. . I 1 !g ~ ~~~o DORINDA D. NORTON;'
fr-r ~ 90 ~ I ~ ~oT 2 ~.~.ti........
~ ~rc.~ SILT t~PYk P,B. 23 PG, 93 I
I LoT ~ I LOT 6 ~ eon • . I.,
, 1 i©00° ''Ft, 1 ' 1?5 .ri,.., Dh~-H L • m 1 ................j.. J
. ~ bdM.. .fa1"..=.~~,5, ~.OT••7 ~ ~ .........,.r - f •
4 • .•..30;000 sq, ft:...,.. 1 ~ ° t , . ..................................i...,., ~ ti a 1 . lo.,. I
~ o. , ~r----. I ~ q
' >oo NOTE TEMP. I ~ I ~'lr~y..,.
CUL-DE- r~~ ~
: ~ . l~E J- , ~ ~ ~
~ Sit. +a r 4+ C:APRON TO BE ~ 73 I
. ~ r. ~ L~6 FEET J 09,65 . , • 3.~ •qR W 3.9 FEET _
y- 7 . 7 1,. ~ GLASS I RIP RAP ~ I,00' I;`
54~~ ..f~:.:.. 30 j...:., ~ '~i; ~ _ 3• . , t ~ ~ ~ . _ ~'1d R p
~ S! U ~l,o ~ : T9 I .
~ ~ ~ ~o 0 LOT 4 1 151 PRIV 1Y ~ 30 7 sq, f,.~, - qr . ~ alp' I I
~ TRACT 2 F~/ : ; LOT 4 ~ iW ~ „0 _ I I ~ 7 . ga
. MRS. ROMIE M. TURNER HEIRS ~ 4i~.0 , ' 4 ~ ; L27 Acres , 9 f:` ~ , 18" 'RCP i L
: ;'I - __I u41 ®I~ ~•1 '
NOTE:"'THERE` 15 A RIP.171AN / . I ~~l LOT 3 1 r ~ ~ ~+a.s e' 4 : ~ _ LOT I
~ CN' SIDE BUFFER 50 E OF INTERMI1CANfi:STREAM, : ` - I f ~ . 1 P.B. 23 PG. 93 _ 1 'Q>Ie9.~ ~ ~ 11 I T.• .t....... I
'i"411~'... ...Tv'' ~Mfff~ ~ 3r 1. ~ I
6.01' . U N D l s•NR13t:rJ~Pf ~'f Eir `1 30, 007•.. sq, ' I ~ I , L • I I - • I• Q•bq Acres`., • ~ i 30;1701 ft. I t'n
.....:.....~l.I1~N 611.T F~'NCE "To EX'I~T" _ ~ „gt ,
„ , , .oF fie~a PLEASE NOTE= '1'1t.A1 LLOIUAL lll l Cll ll.[M1:NS10N5 I~ f pleb ~;>.qp 6 FIBER OPTIC LINE NOTE iri TIC LINE ~ - _ _ ~ ~ ( I ~
C ~hK~ btt UN ~+I ~'CaM~A1T5 R S ALONG R/W ,ONG R/W _ . _ _ ~ p
AGR055 PROJECT- UIfC?i Cl,p 5,196) SS U(It W f ~ ENTRANCE. BEFORE ' PROJECT ' TIE LINE
1 I tl 13(fl) n V„ $teWliz~tion NO• (H:V) • DIGGING CALL ULOCO BEFORE ' ~./W.1. ' ~ I n NGGS MONUMENT ~ SI2 00 22 E "'BRADLEY'I ~ ALL ULOCO ..............................................27.,94............ 1190.07
° OR UTILITY COMPANY, NAD 83 GRID COORDS. ' COMPANY, CL-- _ _ _ +00,.„ N = 781 7 3 03 . 0
I 3: I • ~ CL E = 2,269,740.582
q o 0.030 3,q2 NAB G'SSp • • ~ TO TAR RIVER ....................................~.L..MILE
z _ _ Ie__ ~._~~0 3.i 1 0 0~ 3.'Xo N~ 5C-15~o GRAVEL GONSIT ~l~~eiiferarta~~~~ TO S.R, 1921 SOUTH N,C, 581 , + ........................:r. ENTRANCE , •
2 A _ . 2 x2 lo•0 3:1 1.5 o S,p3b 47 1J+kr, G3 ~ • L = 100' (60 PUBLIC R/W) L~.
3 7. eo . o,0 3:1 1.5 1 ~ a.03o 5,51 ~ r?35p~" o . ~ p ~Nr 2 ~ ~ ~ p~ ,
~(P I~ M gb'SIN r DISTUtzr~ = I.45
b-, ~0 2.74A I I.5 q m a,43c, 2.31 IAI,~ k 50 - U 1
5 0, . _ Z~r? 2 , 2G 3:1 .5 ~ o O.a3o I.7 p1fG 5G150 , . ~ , 1~" rou= . k , rf •
r~.I • _o,G~ ~.4 3;1 1, 5 0 0, 3, Z2. ~ SG ,A u~; I~
- Nf 150 t,,
-L.~. .4 3.1 I•S 9 o a .2b o, G3~v
8 I~21 0,95 3;1 1.5 `1 © 0.030 (85 N 4 ~I~O 1tIP-itAI' APRON DI11~ ~ N I N ~ 0 ~ CONSTRUCTION SEQU~NCE~ Drown by:
0,7.(o a,9S 3:1 )•5 9 o b.o ~ I, OBTAIN GRADING PERMIT FROM THE NGDENR, TH
30 1.25 Nf~ SG151p STRUCTURE N0. V 0 LAND QUALITY SECTION, N0. Vp ZONE LENGTH WIDTH DEPTH COMMENTS ~ 2. SET UP PRE-CONSTRUCTION CONFERENCE ON-SITE WITH THE A raved b ,
EROSION CONTROL INSPECTOR (TELEPHONE [phone]} pp ~
~v-r ~U 1 ~.q 7 r i f TO DISCUSS EROSION CONTROL MEASURES, TH . ~'.q 7 l In 5, ~ l c - L~ ~ t1~tp t~#P 3, INSTALL STONE CONSTRUCTION ENTRANCE SILT DIVERSION ,
GENERAL NOTES: GtJU~ f~ ~ DITCHES AND SEDIMENT BASINS. CLEAR ONLY AS NECESSARY Date' 2 (s, 2 l $r 6~' 5 r 5 S S-~9~-20C1
I, STABILIZATION IS THE BEST FORM OF ER0510N CANTROL, TEMPORARY SEEDING 15 NECESSARY TO ACHIEVE EROSION CONTROL GI.wK ~ ~ TO CON TRUCT THESE MEASURES, 4, CALL 919-571-4700 FOR AN ON SITE INSPECTION BY EROSION "~°"'pry""`°°
ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY CONTROL INSPECTOR. WHEN APPROVED, BEGIN CLEARING AND Job name;
REQUIRED A5 PART OF THE CONSTRUCTION SEQUENCE SHOWN ON GRUBBING OF THE SITE, STRIC581 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED,
~ (~ov+h bmwl~>~ G?~e.eln G35v Is cArm~Kan m THE PLAN. ALL DENUDED AREAS LEFfi EXPOSED WILL, WITHIN i5 1 WORKING DAYS OR 30 CALENDAR DAYS OF ANY PHASE OF 6, STABILIZE THE SITE A5 AREAS ARE BROUGHT TO FINAL GRADE.
Nab}~ rSnnCyl4~,n ~f~vt 5G15o j5 ~ _ GRADING WHICHEVER PERIOD 15 SNO R E S EDED AN MU N G ~Yd (y~„I ~VIry1~ , RTE , B E D LG ED. 7, ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
~ 2, 51TE AREA: 28,05 ACRES DISTURBED AREA= ACRES ACCORDANCE WITH THE NG EROSION ANp SEDIMENT CONTROL Scale: PLANNING AND DESIGN MANUALS, U5 DEPT. OF AGRICULTURE, 1"=1Q0' (H)
n ~ n GRAPHIC SCALE I IC G/'111 /'!'\1.IGCU\/ATI/1~1 GG[f\/I/`C
C V V V 0 rc Vd .Jl/IL 1,.V1Y:IGRVM 1 MAI 7GRVItrG, ' B. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY (V)
100 soo ANY LAND DISTURBING ACTIVITY GREATER THAN 5 ACRES REQUIRES COMPLIANCE WITH ALL 50 4W 6 100 o +V CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO. NCG010000). 0 ANY PERMIT NON COMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CONTACT WITH THE EROSION CONTROL INSPECTOR
a 44 MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT 50 THAT PERIODIC INSPECTIONS CAN 5E PERFORMED AT Sheet No.
F ( IN FEET) OF ENVIRONMENT, HEALTH, AND NATURAL. RESOURCES. APPROPRIATE STAGES OF CONSTRUCTION.
i inch = 100 it. ~f, ' p " U 5 nN fJN~L`I I's Ta F fMp 4 I.t; TH~~ ( J ~IGTf ~L, GN6
(@ ~vl,v~~T N° 2 , l N t No 4ol t't~j2narr ts ~p4~y. of

OG O
01
Cn
C MAP NORTH pQ 0! I I , 23 PG. 93 I~
1 P.8 ~ H d'
1 p ~
LOT 2 N LOT 3 LOT 4 5 C ~
LOT .p N
N
NOTE TEMP, p~
~ ~ lo'x7o' ~ ~ M I ~ ~ 51GNT TRIANGLE / ~ GUL-DE-SAC
T ~
l S + / N C ~ ~ r,
~ ~ y ANNA R i~t? 5• ~ e r.e~ D. N R ~ 50 PRIVATE R/W
-I - LOT 2 ~ ' o LOT 8 C) rn U
0 00 ~ E I A~ ~ f E I I I
'o ~ ~ ~ 1 n D ~ l~ 18 RCP I+~ 2+ , z 2+00 3+00 4+00 5+~ ~ RC 6+00 6+60,44 ~ 3
Z _ ~ ' ~ - - O @ I . (CLASS IV) ~ X
10X10 LE S 10'0, SIGHT TRIANGLE m GNT TRIAD' ~ ~ I
51 0'X70' APRON TO BE ~ ~ QNi L=15 FEET ~ ha •p
2+~ ~ APRON TO BE I+00 ~ 3+00 4+00 W Lmb FEET W=8,5 FEET ~ ~
Q _ ~ k Wm3.9 FEET CLASS I RIP RAP
0+0 ~ _ I ~ _ _ . _ _ I _ ~ ~ I I I I I 1 I I $ CLASS I RIP RAP - 1 _ _ _ - - - - -1 ~ A -
r ~ 4+18.38 ~~~ALSEY ' / ROAD (50 PRIVATE RAW ~
Capyrl~ht®, 200'1 CINtTEI( ASSOCIACES, P.A
~ ~ u cv All Rights Reearved, Reproduction or use of the content of th(e document, or
. LOT 8 1 LOT 7 LOT 6 oddRlone or delellone to this document, In while or (n part, without writtai can-•
~ ~7 ~ u. o Bent of CI1At1EK A550CIAI~S, P.A., le PRgtIBITEO.
~X 1
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~ ~ r
rn ~
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C"^
~ 1 wJ
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© `N Cf~ ~J'~ [ t"`
`I "1 C"'1 C^'
,M,~~` '-'^I
LOW POINT ELEV = 208,04 ~~a
h- .wco LOW POINT STA = 5+42,bq t~ ya
~'N~ _ ~ ° ca PVI STA 4+50
N~~ u~Iw--3 _ ~ PVI ELEV 207,01
_ A.D. 7.35
J 'V' V K = 34.01 U
r 240 + ~jA~ 250.00' VC
EXIST. EOP I- 0 "
238.Ib w 0.
N ~ a~w
\ w~~ 236 N ~ z Q •
~N - N ~Q
W + Q~ N Ng I~
J~ ~ •N Q~ 11
~m U ~ 228 ~ O I + ~J~.a
232 ~ + _ ,S u - - m N U w EXISTI GRADE
'OOx /
~ ~
\ EXISTING GRADE ~1
228 224
- ~l
~ N W
Nw ° d
224 220 n 18 R P ~ ~
v - ra r- Q
_ r~ ~ ~6 a r pL
u 0. v 216 . 220 N + :~v
fY Q cQ~i ~i " w u ~ ~w W
wz+ z ~ w ~ ~ P ~
- to ~ I ~ PVI STA = 2+Oq.74 ~ m PVI ELE = 222.38 + - o ~
212 P 216 ~ A.D. 5.40 ~ w ;in ~
K = 31.48 ~ > U ~ ~
1701 VC \
212 ~ 208 ~r~
a' - ~~~ttsa~taor~ae~r
o \ ~°`u°,~~~~ CaA~~ ~a~t+ A~,p~ufn~y* ~a6
m N u P I STA = 3+~ .Iq + N 30 " GP CLASS I ~ ~ ~k,t~~ m
~ w P I ELEV ~ 22 00 " " 0 ( )
208 Nw 24 !A lA A.D. ~ 5.00 > UU `~-~t.~~., w ~~:Y(„y s~~~ w
K=30.00 ww w rs cM w 0. a a M
eWp; _ a"' I ~s ~~m
150' VC v., f. °s+i~°" ~
204 - - 200 201
~R.~~.~1
raven by
TH
.DATUM ~.~.Y. _ Iq6 200.00 DATUM ELEV
Ig5.00 A ..raved -b_+..__...,._ PP Y' TH
d a t e:~.__...._.v.-...____. g_g_..2fJ01
vv, rm co ~m r~ ~m 6~ N~ ~
~im m~D c°vm c~vao (oy~ nom ,no mr_ ~n mw ?n m N r ~ o o _ o _ m m v m to ~ m umn o= ab name: ~ m o ~ J
NN NN NN NN NN (VN NN N~ NN N ~~VI~ N,f1 NV'rryym N N N (y N Ito r6 ~ c0~ `rtri o ~ o o~ - ~ ~y " ~ N - N - ~ ~ N o N ~ TAR RIVER HILLS N N~ N N NN N N N N N N N N N N N
N N N
Scale:
9"-~n' CH)
+ 2+00 3+00 + MI4
a+oa 1+00 -5' M 2+00 3+00 4+00 5+00 6+00
ALSEY DRIVE ANNA BOND Sheet No.
( a Flgot l-eS g65ep fJ "SV ON EI.e1/ ONS~
PIS- 1.OCA15P fy(1 3 of

_ ~
00 C7
to
R/W R W P ~
m o°
~ ~
_ _ _ .w R.ICaN1' (7L WAY OTE~ ~
I, Ed.51r~ ADDITIONAL R/W MAY BE / ~ \
tai 18 L+ SHoUr,D~2~_ G b _ REQUIRED t0 ACCOMODATE W ~~°I~lvl.ll..t>r:-r~ ~R.~Vr"~L. 9NOULDE DITCH / ~ __.m,~ \ .~e
TAPERS, TURN LANES, AND va'!iFT I/4"%FT MEDIAN 15L.ANDS. / ~ /
o /r`7 OPT I s~"~ _ ~ / ~ La / ~ ~ ~ ~
1...... 3;1 gL ~~'k, ~ / 1 ~ 5pr 1 ~ ~
r,~~a ~ 0' TAPER ~j 5 ~ ~ I ~ 1 R cn
THAN 26 (REQUIRI=D ~'OR W LESS ) 6 1 ~ ~ 2) i ~ 1 I I rn
b" ' 7 ' I NT TRIANGLE p~ I i ~ RIANGLE ~ I ~
c LOX 0 SG _ ' IiMI TYPICAL R-3 0 ~0 .35 I ~ R ~
1 1 ~ In I 1 ~ r~
1 ~ ~ ~h / I-~i ~
- - R=~o ~~3a ~ G~TOR ROAD ED E OF PAVEMENT I N T I I~I_ ~~0~ ~ ~ PAVEMENT TOP G R ~ ~ ~ EDGE OF ~ ~ I ~ U .
_ _ - ~ / ~ ~ ca ~ I rl /
~ ; EXISTING ROAD ~ / I i ~
--..i E~?C~AIN.., .MAX.,.. ~LUF E_._ ~ 5' R ( ® ~ x 3 ~
EDGE OF PAVEMENT EDGE OE PAVEMENT I~r)I..L.INf; del ~ / ~ ca m 25 R I cn ~ ~
l~IILL'Y i~~I/1.1 ~ ~ I s, , © ~
I I I
NOTE: PERMANENT DRAINAGE EASEMENTS MAY I I I
BE REQUIRED TO ACCOMODATE DRAINAGE i I i8 I I 35 R 16 I
BEYOND THE RIGNT•~0~-WAY, r~'1 I I
Coppight(~, 2ODl I I I
I ~ I CNk.IEK AS30CIAlES, P.A. ( 5p All Rights Reserved. Reproduction ar use .I ._,...„s al the content of this dowment, or
I I ('~/I'V ~ additions or dsietbns to this document, I`~ VV In whnls or In prrrk, without written con~-
I I I I ssnt of CMLTFK A5SOCIAlES, P,A., Is PROHIBITED,
I I I I
( i I (
I ~ I I 16 IS i 50 I
I-•--~I , ~ R/W ~ - q
a~'
5 A REQUIRED n O~~cJ~T CUL-D~-SAC SLOPE 5 I/Fr ~
NO CURB AND GUTTER Q ~
• ~ ~
SYMMETRICAL GUL-DE-SAC ~ ~3
~ NO CURa AND GUTTER q
..FILL. ~L.C?PI.
\ f•'
~ ~ q
~ ~
- MIN - VARIABLE AS DIRECTED 8Y THE ENGINEER ~Q ~
-COMPACTED BERM ,MAX TEEL (6 ) L OR WOOD POST W ~ TEE
FINI,y'N z FILTEF TOP OF BERM i FREEBOARD (MIN,}
NA1111~A1 NApi,~ ~ J rROUNp FILTER FABRIC ~ ~
R ~ QQ' 1 MIN. '~`"1 d ~ e V y ~ q
WOVEN FILTER FABRIC ~R ~ ' MQ~ ~ N a ~ y SEDIMENT STORAGE
12" 6 WASHED E MAXIM L F IM ~ CLEAN OUT STAKE ~ 22 "11
~p o C ro WHEN IS L R H
ANCH N ANCHOR SKIRT 6 MINIMUM ~ C/)
- Nqr o 0 _ U,qq~ I I - IN LIEU OF BURYING SKIRT, 8 OF IP RAF' F``~i
MADTH AND CRO i~ iv IN LIEU DEPTH TO BE DESIGNED AND ~5 WA, 5 WASHED STONE MAY BE USED T NTH H FIT ~y ~ 10 ROUG BASIN AND L ER
BY ENGINEER (1' MIN) OVER 1 OVER TURNDOWN. ' SIN
\ SHALL BE A MINIMUM OF 32" IN WIDTH AND C~N~RAL NOIES, 1. FLTER FABRIC FENCE SHALL HAVE A MINIMUM OF B UNE WIRES WITH 12" STAY SPACING.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMNN ~ II i~~~
FOR A PERIOD OF MORE THAN 30 DAYS. / ` ` SILT FENCE -STEEL POST ~ "f Y RIP RAP P L 10' MIN. CC SS i OR 2
NOTE; 'STEE 3, STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE r ~ ( SIDES OF SPILL R~RAP N f
1. DITCH SHOt11D IIAVE: I.ONGIT'UDINAL SLOPE OF 1%, SELF-FASTENER ANGLE STEEL TYPE. FILTEF z / ~ IP RAP APRON FILTER FABRIC / ERIN ! ~ B~Ip
4. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE ~ ~ J Q~ ~ \
IS USED ADJACENT TO A CHANNEL, CREEK OR POND. o ~ R 5• TURN SILT FENCE UP SLOPE AT ENDS. 0 1D q lD ~ ,"3.~r,vk r 1j:M1s~: o ~y 0/TL~ ~~,•,.~.r,>~~~rzt~f~,»,~~~;,~ti~,~: ~b WASHED STONE:
N ~ SILT FENCE ~^a.;~.~!E ~gI '
6. WHEN FABRIC IS USED WITH WIRE MESH 8' CENTERED POSTS MAY BE USE, ~~p AP 0 TI~EEA
TEMPORARY SILT DITCH ANCI „ TO LI S OF DISTURBED ANCHOR SKIRT 6 MINIMUM
MAINTENANCE_NQI~; 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FlNANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH ELEVATION _QF BERM ANA F~ILT~R
RAINFALL AND AT LEAST DAILY DURING PROLONGED RNNFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2, SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY. N A N ME DI SE RA R R
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH ;H
APPROX. HALF THE HEIGHT OF THE BARRIER, ANY SEDIMENT DEPOSITS REMAINING IN WING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
X TERRAIN MAX._SLOPE TO THE EXISTING GRADE, PREPARED AND SEEDED. rri t~ a
I LEVEL. ~ ~ _ 2:1 MIN,
ROLL.iNG 2:1 I~ r~ W
v
, ,
_NO.:fES;
~ THE END r~It1N'gmII111ryN
1. RIPRAP SHUULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND . ~A~ '~i r q®~~ ~\a~1P0ae 50 MIN. a~~~ E.SSr
OF' THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE 0 T OR PUBLIC STREET ~p~ 0 a.
U 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAME ER
CULVERT HEIGHT. EXISTING G OLIN e Mr a
I='IrAN ~ 2 ~ FA RIC " ~ SOIL STABILIZATION B °ti~~ ~
TH-RE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE ~ / 1. k ~ ~ UNDER #5 WASHED STONE 'F mq , t ~~1;:° ~a" .e ~ ~ir~ °
- --L SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED ~ ~ O w ~ ~ (lo° MIN.} SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE CRITICA 50 MIN. ~{~P CRITICAL POINTS ''''~~rf ,~u`'~0 rnnm
ADE FLUSH WITH THE SURFACE OF THE RECEIVING CHANNEL. THE A, ovEl W _ NATURAL.. GRADE SAME GR ( ) A. OVERLAPS AND SEAMS ~
~ RO B. PRo AP N SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. " ' • ~ C CHA B. PROJECTED WATER LINE w ~l~'~°(r~71
M Rlf' f~AP M C. CHANNEL BOTTOM/SIDE B w Z ~ OraWr1 by: SLOPE VERTICES ~ to
i I I ~ ~ ~ rr 3 / ~ SLOI . ~ II ~ T THE BOTTOM r THk WIDTH OF THE END OF THE APRON SHALL BE EQUAL 0 ~rH
ANNEL 5;1 s r • . > '~~4 ~ WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CH ~ m AppTavFd by;
~i:;,~;, ~ IJ .:..t::i::id; :~:~)t:.;:: r: t` ~ a TH
. ALL SUB(~R DE < :.:.:.:.::::.:~:..:::...r,• , NOTE ~ ~ WASHI D ,.~TONF 4. A FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. I AY[ I~ f)I. III If R FAF3fll(., ' ` ' . NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED NOTES:
GRIT ;,;y:' IF NECESSARY TO ALLOW STAPLES TO SECURE THE [eats: CRITICAL POINTS ALONG THE CHANNEL SURFACE, A TABILIZED ENTRANCE PAD OF WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE ~-~9•- 2001 1. S ~ T
IVIN G TH E T IN E REC MPAC ED 0 OR C SE ITH R L00 E 5. FI E '~~t N F LL I 0 PL G G TH . A F ~:~l~ F R E TO GENERAL STAPLE PATTERN GUIDE FOR TRAFFIC WILL ENTER OR LEAVE THE CONSIRUC110N SITE ONTO A PUBLIC STREE REFER Jab narr~e:
NO11 ; MINIMUM I~ =l A NOT BE ALLOWED. ~ . m. ~ ChiANNEL SH LL _1 L~ I I f f L) LAM L f CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. 2, FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. TAR RIVEf2 HIL,L.S
WI L_ N L AP RO T F TH NM N E AI 0 TA L G E ~ 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
I N L TH HOR ZO IN E V ES R CUR N 0 N DS a BE e, ONTO PUBLIC STREETS OR EXISTING PAVEMENT, THIS MAY REQUIRE PER?ODIC TOP DRESSING IMTH ADDITIONAL.
BE: PERMITTED. - ; STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
PP D WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. Seale; 4, ANY SEDIMENT SPILLED, DRO E , r
„wJ~r~ ~ en feT oe rl cenlrn Tn RFIJnvF CFnIt~FNT PRIOR TO ENTERING A PUBLIC STREET. WHEN DE"I'All..~; (H)
UOU~ W"tFV ArrrNur'RIAIC., nncCl.a mva' u4 v~~ -
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE. NOT TO SCALE. (V)
RIPRAP APRON
g AT PIPE OUTLETS DITCH LINING DETAIL STABILIZED CONSTRUCTION ENTRANCE Sheet No.
0 ^~Po
of

OQ
SEEDING MIXTURE ~
SEEDBED PREPARATION NOTE5~ SPECIES RATE (LB/ACRE) REFERENCE: BEING THE LAND OF ISS • IRON STAKE SET CLAY T. ~ DIANNE G. STRIGKLAND DE5CRIBED EIS o EXISTING IRON STAKE
TALL FESCUE 80 G 00 IN DEED BOOK q51 PAGE 158, EPK A EXI5TING PK NAIL I ~ pa F..,
I. SURFACE WATER CONTROL MEA5URE5 TO BE INSTALLED SERIGEA LESPEDEZA 20 ACCORDING TO PLAN, KOBE LESPEDEZA 10 PKS I. PK NAIL SET ~ `d"
2. AREAS TO BE SEEDED 51-IALa BE RIPPED AND SPREAD g E IN EGM p EXI5TING CONCRETE MONUMENT ~ ~ ~
WITH AVAILABLE TOPSOIL 3 DEEP, E D G NOTES' 3. LO05E ROCKS, ROOTS AND OTHER OBSTRUCTIONS SWALL i. AFTER AUGU5T 15 U5E UNSGARIFIED SERIGEA SEED. CP ~ COMPUTED POINT N PP ~ POWER POLE U. I. ~ Ila
BE REMOVED FROM TWE SURFACE SO THAT TWEY WILL 2. WWERE PERIODIC MOWING 15 PLANNED OR NEAT APPEARANCE 15 DESIRED, OMIT ED, OMIT R/W RIGHT OF WAY q, ~ 4
NOT INTERFERE WITH TWE ESTABLISHMENT AND MAINTENANCE SERIGEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE. RRS • RAILROAD SPIKE SET .D BER- ERR o EXISTING RAILROAD SPIKE (r ~
OF VEGETATION. SURFACE FOR FINAL SEEDBED 3. TO EXTEND SPRING SEEDING DATA INTO JUNE, ADD 15 LB/ACRE WULLED BER- PREPARATION, AT FINISWED GRADES SWOWN, SWALL BE MUDAGRA55. WOWEVER, AFTER MID-APRIL IT 15 PREFERABLE TO SEED TEMPORARY TEMPORARY PED ®PHONE PEDI5TAL ~ =j ~ ~ ~ _ _
REASONABLY SMOOTW AND UNIFORM, COVER. E .t~
4. IF NO SOIL TEST 15 TAKEN, FERTILIZER AND LIME TO NURSE PLANTS: BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. BETWEEN MAY I AND AUGU5T 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE PROPERTY ZONED A-1 ~ IWY 4;~}~ rx r L.oOUS ~ LB/ACRE ~ _ ni f:a-I,~~'I`I- ~
IN ADDITION, PROVIDE 15 LBS,/ 1000 S,F, OF SUPER- SUDANGRA55, PRIOR TO MAY I OR AFTER AUGU5T 15 ADD 40 LB/ACRE RYE(GRAIN). RYE(GRAIN). PARCEL ID ~ 276400186547 gf~~INCr I~I~)t~F ~ MINIMUM SETBACKS FRONT 50 rv p>
PW05PHATE. SEEDING DATES: 5, IF A SOIL TEST IS TAKEN, PROVIDE FERTILIZER AND BEST P0551BLE REAR 30 ty ~
LIME ACCORDING TO 501E TEST REPORT. FALL: AUG, 25~5EPT. 15 AUG, 20-OGT, 25 SIDE 15 v: ~ h
b. FERTILIZER AND LIME SWALL BE APPLIED UNIFORMLY LATE WINTER: FEB. 15-MAR. 21 FEB,I-APR, 15 SIDE CORNER 25 I ~ ~ ~ r, ~ >VERSEEDING ~ ~ ~ P4
AND MIXED WITW TWE 501E DURING SEEDBED PREPARATION. FALL 15 BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEQING 7, ADDITIONAL EROSION CONTROL MEASURES MAY BE OF KOBE LESPEDEZA OVER FALL SEEDED FESCUE 15 VERY EFFECTIVE. ICL N
REQUIRED DEPENDING oN FIELD CONDITIONS, SOIL AMENDMENTS: V rrxs ~ " LB/ACRE ~ ~ U
8. MULCH TO BE TACKED OR MECWANICALLY 'TIED DOWN APPLY LIME AND FERTILIZER ACCARDING TO 501E TEST, OR APPLY 4,000 LB/ACRE WITHIN ?'WO DAYS AFTER MULGN 15 SPREAQ. GROUND AGRICULTURAL LIMESTONE AND I,000LB/ACRE 10-10-10 FERTILIZER, "je Z
MULGW: N
APPLY 4000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTWER SUITABLE MULCW, ~,NGWOR STRAW BY TACKING WITW ASPWALT, NETTING, OR ROVING OR BY SUITABLE "ORB k x Y a ~ ~
CRIMPING WITW A MULCW ANCWOR TOOL, A DISK WITW Hl_ADES 5ET NEARLY STRIGWT ,LY STRIGHT N ~ ~
CAN BE USED A5 A MULCW ANCWORING TOOL, MAINTENANCE: w- F.., ~
REFERTILIZE IN TWE SECOND YEAR UNLE55 GROWTW 15 FULL'i ADEQUATE.. MAY BE MAY BE "C7
MOWED ONCE OR TWICE A YEAR, BUT MOWING 15 NOT NECES5ARY. RESEED, FERTILIZE, AND MULCW DAMAGED AREAS IMMEDIATELY. :D, ~
cop~~htp, zooo rnvg.T~K AssaclATts, ~,A.
All Rights Resarvad. Reproducllon a uae of the content of thla donumant, or addltlons ar deletiana to tMa document,
In whale or In purl, wlthaut written com sent of CINLTEK AS50C,IATt5, R.A., la
PR9MILtITfD.

~ MAC ~'.g. ~RTk CLAY T. 8 DIANNE G. STRICKLAND
23 ~ P.B. 20 PG. 237 V~
~ D.B. 1347 PG. 535
GREEK WAS BEEN FIELQ NOTE: 50' TAR-PAMLIGO ILICO
LOCATED ON WESTERN BUFFER `CO BE PRESERVED, CREEK BANK. CENTER :RVED,
LINE OF ALLEN SPRING
BRANCH 15 PROPERTY LINE, '
: :
ALLEN SPRING BRANGW ~ ,
a ' '
P~ O
0~ ~ G , Lor 1
~e P,B, 23 PG. 93..... (9
~ ,
~ ' , , 6 Q
~ . ~ c~ ~ , ~ -,....1 ' ra
r . "TM-~-.. .
REMAINING LANQ , ~ SJ,cb, DORINDA D. NORTON,;' , y
. TO BE DEVELOPED ~#0' r~ LOT 2 I -~I ~ SEDIMENT BASIN ~
A f A I A'I TER DATF P,B. 23 PG. 93 X51 _ ~
J ~ LOt b j.... d r b ...t..... ~
r y
" ~ OT .~......r ~ tP . ~,r
,21.¢Fj~ _ APRON TO BE 'f...~~~ d . r4 ~ q ~ =I5 FEET ~ ,,..30';000 sq, ft;.. ~ ~ ~ . .I. . ~ BE ~ .r... i
~ ~ ' ET ,.1 1 ~ :ET I ~ I - 4+1$.38 ~ .
x'60, J41,37; W=8`.5~FEET ~ J .J...........6+q2 ~ CLA55 I RIP RA, NOTE TEMP. ~ ~ P ~RA,~ 1 .1 LraT 8
CUE-DE-SAQ, 1"' ~ ....30,002 ~ r _ ~ :
~ ~ r'~~~.... I . ' ~ ~
6 `'J~ 7.72r ~ C'AP TO E ~ I r' ¦b FEET ~ _ 2
~ : '3.9 FEET .
. `.y. CLASS i R RAP
J 5J,`k'1r ~Nn~ X j ~ ~ ',rte Q - . J` L4T q ,
Gp~'i g !V i l~ X (50~ P ~ ~ ~ I 30 f107 sq, ft. I
LOT 5, 1 ~ . ~ ~ 30,C>04 sq ft.; ~ - RiW I I ,
: , ~ TRACT 2 l: ~~~.A~. ~ I 7 ~ ~
..............MRS. ROMIE M. TURNER WEIRS , J ; J ~ L01'.:4 ; . P.B, I~ PG. 80 l . j 30,000 sq, Ft.; ~ • ( 18" RCP ` - - . Ft.;
_ _ ~ O~eg.~ ~ r.`i i~ 1',.. IX (GLASS I Q j 4~ . _ .
J5` ~l .mil 30 L f ~l PT 3 ' p ~ OT I ; 1 P.B, 23 PG, 93
r ` ~ ; ~
J ~ ~ J5J.c~r.'.: J o 002. g ft, I ~ : to ~ I;~ I.'' ~ - . a i ~ ~ 130;1 Ft. I
Q 6 Acres g~ ' Q.{~, I : I
~ . , ~ S ~ f.~8 1
PLEASE NOTE: J hh~"" v~ FIBER OPrlc LINE ~s~ C ter,, _ I _ ~
IJ RUNS ALONG R/W . _ _ _ . TIE LINE , rrv~ ~ >
ACROSS PROJECT ENTRANt;E. BEFORE ' W ' SI2'00'22°E INCGS MONUMENT ~ BRADLEY ~
DIGGING CALL ULOCO .2Gi7•,~f4........... IIg0.07' NAp 83 GRID COORDS.
OR UTILITY COMPANY, N = 781, 032,703
E = 2, 2(oq, 2 BLS.. . ~ TO TAR RIVER
...............................I,I MILE Illltlll/11p1! A NS' ~ ~,,u'ttut
TO S.R. 1921 GR VEL CO T SOUTH N.C. 581 ENTRANCE I 60' PUBLIC R/W) ; w~~,."F1.S1(~"r"„~ ,,~;r
L=100 ~ ~ gym,,.; o
w ~~"r a
.r° f)^~a
o ~ ` ~~,r
C
~lllryl p~d1~ ~11HItMpl~r
CONSTRUCTION SEQUENCE: drawn by:
I. OBTAIN GRADING PERMIT FROM THE NCDENR, TH LAND QUALITY SEGTION. ._._.____.__._~..m.................__.
_ BASIN DIMENSIONS SEDIMENT 2, SET UP PRE-CONSTRUCTION GONFERENGE ON-SITE WITH THE A rOVed b
EROSION CONTROL INSPECTOR TELEPHONE qlq-571-4700 RP Y ~ ) TH TO D15GUSS EROSION CONTROL MEA5URE5. ________w ~._.a.._._.._~._..._,_
q - ---WAY REQ'D FLOW STORGE DIMEN510N5 (FT) ASIN hPll_L~ N0. (L X W) VO~~ME (CFS) TOP+ BOTTOM DEPTH 3. INSTALL STONE CONSTRUCTION ENTRANCE, 51LT DIVERSION Date:
__(v..1_._._ ._._,,r_ _ ~ IG~X I _ .l~_~~"_-_.__.f~,~.. ~ _ ~~1_~ J , GENERAL NOTES: DITCHES AND SEDIMENT BA51NS. CLEAR ONLY A5 NECESSARY TO CONSTRUCT THESE MEASURES. ~"`~""2D01
IC, a _ls~__~ ~;o ~c 31.,. I. STABILIZATION 15 TWE BEST FORM OF ER051ON CONTROL. 4. GALL 919-571-4700 FOR AN ON SITE INSPECTION BY ER0510N
~ a~ atilt) Ot;~'Trl ~I^"F,~161CnlS TEMORARY SEEDING IS NECES5ARY TO ACWiEVE ER0510N CONTROL ~ IM+r,+T r~t~IZAfF AutA ON LARGE DENUDED AREAS AND ESPECIALLY WWEN SPECIFICALLY CONTROL INSPECTOR. WHEN APPROVED, BEGIN CLEARING AND Jab name:
X{ ~ ~ ~St ~ R QIJIRED AS PART OF THE CONSTRUCTION SEQUENCE SEIOWN ON E GRUBBING OF THE 51TE. TAR RIVER HILLS 5. MAINTAIN ER0510N CONTROL DEVICES AS NEEDED.
(iF ~~~tilJ• TWE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCWED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING , 6. STABILIZE THE SITE AS AREAS ARE BROUGHT TO FINAL GRADE,
AREAS ARE TO BE SEEDED AND MULCWED WITWIN 120 DAYS. . 7, ALL ER0510N CONTROL MEA5URE5 SHALL BE CONSTRUCTED IN ~l ACCORDANCE WITH THE NC ER051ON AND SEDIMENT CONTROL Scale:
'~,,,~%nl~ 2. SITE AREA; 28.05 ACRES ! ~ DISTURBED AREA: PLANNING AND DESIGN MANUELS, U5 DEPT, OF AGRICULTURE, 1"-100' (H~
f_u npuTr cr er.~ _ US SOIL CONSERVATION SERVICE, ,
e?'/~ °v^ r lla16 aaa aaav vvaaaiu 501L 1Thlt- 8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY (V)
\ ? v 4W 3. ANY LAND DISTURBING ACTIVITY GREATER THAN 5 ACERS REQUIRES COMPLIANCE WITH ALL 6~ 100 ° 50 100 200 CONDITIONS OF THE GENERAL, PERMIT TO DISCHARGE STORM WATER UNDRER THE MAINTAIL ALL EROSION CONTROL DEVICES AND STRUCTURES
< NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO. NCG010000), ? TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CONTACT WITH THE CITY EROSION CONTROL INSPECTOR
ANY PERMIT NON COMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND C ~>l MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT
OF ENVIROMENt, HEALTH, AND NATURAL RESOURCES, IN FEET ) APPROPRIATE STAGES OF CONSTRUCTION. 1710 .
1 inch = 100 ft. f 1

a0
O
REFE ENCE: BEIN THE LAND OF ~ R G ISS • IRON STAKE SET
CLAY T. 4 DIANNE G. STRICKLAND DESCRIBED EIS o EXISTING IRON STAKE ~ I IN DEED BOOK 951 PAGE 158, EPK 9 EXISTING PK NAIL 01 ~
I~ PKS~ PK NAIL SET rn ~
ECM p EXISTING CONCRETE MONUf1ENT ~ 0
CP 0 COMPUTED POINT N PP ~Q, POWER POLE p ~
R/W RIGHT OF WAY ~a ~ p N
RRS • RAILROAD SPIKE SET o SITE ERR EXISTING RAILROAD SPIKE Q~ 3
PED ®PNONE PEDISTAL ~ z -
NWY 581 ~ FLOODS 3 ~ > CHAPEL V)
TO SPRING HOPE
~ ~ d1 _
Q ~
C ~ 0 ~ ~
P MAA NO 23 RTH d. N
P~• 93 NIT MAP NTS U . VICI
~ Z U C Z
m 3
X ~ O m
~ ~ m ~ ~
~P7~9ht 2001 gNLTEK ASSOgATES, P.A
All Rtghta Reaerwed Reproduction or uee o} Ne content of Nis doament, or addRbne ar deletlane to this doament,
In whale ar h part, without Written oon- eent of q~il1FX ASSOCIATES, P.A., b
PROHIBITED.
CLAY T. t DIANNE G. STRIGKLAND
P.B. 20 PG. 237 D.B, 1347 PG. 535
GREEK HAS BEEN FIELD LOCATED ON WESTERN 1
CREEK BANK. CENTER
LINE OF ALLEN SPRING BRANCH IS PRCWERTY
LINE. /
J . ~:SG , ka,j~~ ~
ALLEN SPRING BRANCH ~ 0
~ ~
~ . ~G
50 0 - 50 ~ I~
1 rn LOT I ~ ~ ~ ~ ^y
Q~' y - ~ - ~ ~ P.B. 23 PG. 93.:.......... ~ ~L~ O
~ ~ p
~ P l : O
• 4' .1 ~.1
~`I • - - W ~
W '=1 - - ~ 175........ ; _ ,N _
~ _~8 ~ ~ ~
_ ~ o . ~
F'1 e ^•,e a p N/F ~ I
rv ~ d, REMAINING LAND ~p _ ~q DtRINDA D. NORTON ` ~
TO BE DEVELOPED + ~ ~ AT A LATTER DATE. ~ L07 2 • P.B. 23 PG. 93
! ~ 15j r ~ 1, ~o zoo :.....1 ~
LoT 6 ~ •
h'l ~ o l S • o~! O.bq Acres m - - _l
• ~ J 1 ~_~~o ~ 1rOT' 7 • r ~ , , to ~ ! ...3EJ;000 sq, ft. 1 / . o ? 2~a
. ~ o y}6 p ` ~f 1 I- 4+18.38 I 22~ ~
' r .~'I' / 50 RAD. ! ! g , L T 8 ~'~~.I ~
~ .......~...,6+qp p7 200 ~ i ....30,002 f~1. +
~ ' S. ~ ~ op ' I :N 5+00 1 : ~ •.i ~
~ • . 00 ~ 2 .65 .
\ 4- ~ ~ ~ ; •
77`~y f. ~ . " '3+ - - 1.00 ' ~ ~ •mr? I
' S LOT 5 , 7 , ~ :21 ' ~ / 54 263 ft. ` r20 ~ ~ ~ ~ . :?13
I.24 Acres Nq R ~ m - O~p ~1~ L©T 9 I
i , ~ ~ ~ ~ ~ [`Of A 30x007 sq, f . • 15190, RI~Ar I I Q~ v
S 230 ~ S~' LOT 4 . TRACT 2 50.00-~ ~ 5545q sq, LOT 4 ~ ~ Rid \':`N 0+ . > I ; .
1.27 Acre, . ...,.MRS. RC~'11E M. TURNER HEIRS .......................?;pq~ ~ ~ 55 45 ft. ~ ~ - I ' 9 sQ, ~ ~ ll8 ~ I 1.27 Acres ~ ! , , ~ 6 ~ L - .
P.B. 19 PG. 80 ~ , I ! 'n : ~+r + • • 96.24 ~ ~ ~
\ . ° NOTE: THERE IS A R PARIAH / ' 1 LOT 3 ~441T cv . • ~ ~ LOT
50' ON EACH SIDE , ~ ' \ 2 BUFFER 40 OF INTERMITANT STREAM. ` / 130,000 ft. ! 1 ~ / p! 4 ` : P.B. 23 PG. 93
' . ~ / 3
6, p~, . • ~ r . ~ ~ ~ I I ~.aT I 6.01' l....,• ! 30, sq, ft. 130•'101 ft. I
! $ _ : 0.6q Acres I N
PLEASE NOTE J + ~ I; I - PLEASE NOTE: 151 , L ` I N 0
2 FIBER OPTIC LII 40 . RUNS ALCAJG R BER OPTIC LINE 90 ~ ~ SO ~ _ I ~ UNS ALONG R/W 6 R~ ~ ,y,,fo ~ - - - - _ 'y
ACROSS PROJEi :ROSS PROJECT W ~^tl~"" T ~ ~ TIE LINE
ENTRANCE. BEFC DIGGING CALL UL TRANCE. BEFORE ~ - - ~ ~ W SI2.00'22"E NCGS MONX MENT ~ LING CALL ULOCO I BRADLEY a'
~ OR UTILITY COMP 1190.07 NAD 83 GRID COORDS. UTILITY COMPANY. - - - _ _
GL - - L N = 781,032.703 ~ E = 2, 269, 740.582
BLI^l _ _ Riw . I.I MILE SOUTH N.C. 581 70 TAR RIVER c~ttiu~tes~~~
TO S.R. Ig21 60' PUBLIC R/W ~ CA ~~~4
~ rQ~ by L
;Q f ; sEa~
12976
r T~l PE
D. ~ K ~
• • . ~.2grbt
L ~ l Slp~f LI ICE So I t~l Drawn by.
TH
Approved by.
GENERAL NOTES: TH
I. TOTAL NUMBER PROPOSED LOTS = 9 MINIf1UM LOT SIZE =30,000 SF Date:
ZONING: A-I 8-9-2001
SETBACKS: 50' FRONT
15' SIDE, 25' SIDE CORNER 30' REAR Job name:
2. ALL CONSTRUCTION TO BE IN SUMMIT HILLS ACCORDANCE WITH NCDOT AND
NASN COUNTY SUBDIVISION ORDINANCE
STANDARDS.
3. OWNER/ DEVELOPER: Scale: MR. CLAY T. STRICKLAND 1"=100 (H)
r a n ~i.rtr cr n r~ Inen Ir•~/'rfY/U 11? T/1l rY
V V 1TV6±11" lllV 0%-,,Il VJ ILOV I IHI.CWIVIH ICVHU SPRING HOPE, NORTH CAROLINA 27882 (V)
% bb 100 0 so 100 200 400 PHONE: [phone]
~Ko 4. LINEAR FEET OF ROADWAY PROPOSED= 1,092 L.F.
L° 00 TAX AA,9 44 27680098616
0 ( IN FEET) c Sheet :NNoo. o s 2 SNAL(- NOT AcCE55 500-Id AJe 5
1 inch = 100 ft- ~ L1
1 f

O
LEGEND ~ REFERENCE: BEING TFJE LAND OF ISS • IRON STAKE SET ~
CLAY T. ~ DIANNE G. STRICKLAND DESCRIBED EIS o EXISTING IRON STAKE ~ I IN DEED BOOK 951 PAGE 158. EPK A EXISTING PK NAIL ~ ~
f~ PKS 1 PK NAIL SET rn ~
ECM 0 EXISTING CONCRETE MONUMENT V1 ~ ^
CP 0 COMPUTED POINT N
PP POWER POLE ~ to R/W RIGHT Of WAY ~a ~ p N
RRS • RAILROAD SPIKE SET T SITE
ERR o EXISTING RAILROAD SPIKE 4 3 PED ®P~IONE PEDISTAL ~ z
NWY 581 ~ FLOODS 3 ~ W CHAPEL V!
TO SPRING HOPE ~
4' ~ 01 ~ ~
Q ~ ~ ~ ~
r.r..~ 0 r ~ ~ ~
P MAP N 4. N
?3 ORTN PG• 93 MAP NTS U N TY VICI I Z~
. Z
m 3
X 3 ~ m
~ ~ N m
1~ -p
.p
Cop}right 2001
pNLffK ASSOgAIES, P.A All Rights Raaenad Repraduttlan a use
of the content of this doament, ar addftbne a ddetlone to this document,
in whole ar In part, without written tan- eent of CJNLIEK ASSOgAIES, P.A., h
PROHI&TFD.
CLAY T. 4 DIANNE G. STRICKLAND
P.B. 20 PG. 237
D.B. 1347 PG. 535
CREEK NAS BEEN FIELD
LOCATED ON WESTERN CREEK BANK. CENTER
LINE OF ALLEN SPRING V
BRANCH IS PROPERTY LINE.
1 ~ ~ N
_ O
ALLEN SF BRANCH • ~.1
a > , ~y ~
~ ~ q
0 ~ r ~ ~ p LOT I
N P.B. 23 PG. 93..• O
Q~ ~ _ _ • O
w~ P O
r 1 ~
• .1 W W ~ - - ~
~ ~ 175 , _ ~ ~
1 185 18 I ~ ~
r~ r~ a ~j O
~:s
' ~q0 INDA D. NORTON ( 151. , • DOR 90 L07 2 ~
. INNG B. 23 PG. 93 I P• ~ W
D . 151. , I ~ . ~ ~ 200 ~ l
a 1 L LOT 6 .......1... 1 ` , \ to ~
~ ~ ~ 30 0( . ~ ..~1~ , ~ 0.6q Acres, ~ m -
. _ ~ s NOTE TEMP. a~ LOT 7 1 ••r..... ~ ~ ~ . ' \ 10 ~ ,..3E7;000 5Q, ft. ~ ~ 2 .
' CUL-DE-SAC ~X- ~ ?00 C C 1..o Q i q. ~ 0 ,f I - 4+18.88 t 22 ~
6* F F ~ 1 t
200 ~ >T~ "•30,002 f!!. _ v
o 5+A'j ~ i : ~ •i ~
~ ~ ~ 5+~ S. 4+ ~ ~ ~ '•ta l r 2 ~ •
~ ` ~ . . ' ~/O J,'~ / ~ / vp ~ s 2 .65;
t ' 3+ t
LOT 5 ~ . ~ 13,• S _ :213,?3, A ~ + I + T I - - _ ~ • NN _ Qo ~ 1 m
54 263 Ft. ~ 20 ~ 0 ~ , ~ , ~ ' ' L24 Acres . . I i - ~
S , ` ~ 151.g0f RiVgT I I
23 p\ • ~ LOT 4 ~ ~ ~l y 0+ : > I ' I 7 od' -
TRACT 2 / ~ 55, 459 sq, ft. .........................412.0 ~ 55,459 sq, ft. `,.118. OC P~ I . 1.27 Acres i I , , 6 L _ - - - •
' ...,,MRS. ROMIE M. TURNER HEIRS . ~ 4 ~ . P.B. 19 PG. 80 ~ ;
`'d I LDT 3 ~ ~44tT cv OT I
° NOTE THERE IS A R PARIAH / . ~ ~ BUFFER 50 ON EAGN SIDE , \ ~ J 30,000 ft. 1 ~ ~ p ~ . ~''1 P.B. 23 PG. 93
4o OF INTERMITANT STREAM. ` / . ~1 ~ I T . ~ L 2`•. I
/ • 316 0j~ 7j' 1..• 130, sq, ft. ~ 130 tl01 ft. I to
• ~ , ~ ` $ _ . 0.6q Acres i ~
. PLEASE NOTE ~ + J I: ~ I rri ,EASE NOTE: 15j ~ ~ . o
FIBER OPTIC LINE :R OPTIC LINE ~ ~ `L 50 _ I , .
240 RUNS ALONG R/W ACROSS PROJECT S ALONG R/W R~ ~ ~ - - - _ _ J ~ 055 PROJECT 6836r ~ T : 'parr TIE LINE NCGS MONUMENT ~
ENTRANCE. BEFOR! :ANCE. BEFORE ' R/W - - - ~ ~ l W 512'00'22"E "BRADLEY" ~
DIGGING GALL ULOC ~ OR UTILITY COMPAP ~G CALL ULOCO 1190.0T NAD 83 GRID COORDS. 'ILITY COMPANY. - - - _ _ N = 781 032.703
CL o CL E = 2 269 740.582 ~ ~
• BLr4„ _ _ Riw
i.l MILE I ~~~i~uuttrgr SOUTH N.C. 58 TO TAR RIVER GAR r'4 TO S.R. 1921 (60 PUBLIC R/W) ~N 0~~
p? . 'L
•O ti • :Q' 9~:
:Q SEAL
12976
-T'• ~ ~c'~i: .G E i
~ T•I PE
- ~o~ K ~
~ l Slp~! ~,I NE sO~L Drawn b , Y
TH
Approved by.
~FNERAL NOTES: TH
I. TOTAL NUMBER PROPOSED LOTS = 9 MINIMUM LOT SIZE =30,000 SF Date:
ZONING= A-I 8-9-2001
SETBACKS: 50' FRONT 15' SIDE, 25' SIDE CORNER
30' REAR Job name:
2. ALL CONSTRUCTION TO BE IN SUMMIT HILLS ACCORDANCE WITH NCDOT AND
NASN COUNTY SUBDIVISION ORDINANCE
STANDARDS. ~1
3. OWNER/ DEVELOPER; Scale: MR. CLAY T. STRiCKLAND 1"=100' (H)
1280 MACEDONIA ROAD
„ GRAPHIC SCALE SPRING HOPE, NORTH CAROLINA 27882 (V)
v v PHONE: [phone]
1~ % bo 100 0 50 100 200 400 4. LINEAR FEET OF ROADWAY PROPOSED= 1,092 L.F.
5, TAX MRS 44 27680-0176161 Sheet No.
r eo ~I 5 1 t 2 SNkL(- NOT QCCE55 500Zt-1 AjC 5 ro. L61
e (IN FEET ) f 1 inch = 100 1t.
1 of

00
O
1.E~N~ rn REFERENCE; BEING THE LAND OF ISS • IRON STAKE SET
CLAY T. ~ DIANNE G. STRICKLAND DESCRIBED o IS IN IRON STAKE [ I I 158 EIS EX T G ~ pp
IN DEED BOOK q5 PAGE EPK A CXISTING PK NAIL f~ PKS,• PK NAIL SET m ~
ECM o EXISTING CONCRETE MONUMENT ~ o
CP 0 COMPUTED POINT N
PP ~U, POWER POLE Q r [ N R/W RIGHT OF WAY ~ 6 ~ ~
RRS • RAILROAD SPIKE SET w ~ ~ .y
ERR o EXISTING RAILROAD SPIKE ~r S TC PED ®PNONE PEDISTAL _ - ~ ~
f NWY 58i ~ FLOODS ~ W CHAPEL
TO SPRING HOPE ~ nl ~ W ~
~ ~ ~ Q ~ [ I' [ ~
~ 0 r ~ - ~ ~
p MAp N d N
.g, ~ ORru PG, ~ P NTS U MA NITY VICI ~ Z U
[ Z
m> 3
L X 3 ~ C1
(n ~ N w- m
~ ~
~wxh~t~, zoo4 gY%.TEN ASSOCATES, P.A. All Rlghie Reserved. Reproductbn a uea
of the content o} this doament, a additions a ddeibns to this document,
in while a in part, without wr(tten con- sent of gNL1EK ASSOCIATES P.A., fs
PROHIBITID.
CLAY T. t DIANNE G. STRIGKLAND P.B. 20 PG. 237
D.B. 1347 PG. 535
GREEK NAS BEEN FIELD
LOCATED ON WESTERN GREEK BANK. CENTER
LINE OF ALLEN SPRING
BRANCH IS PROPERTY ~ ` i ~ O
LINE. • ~ ~ N
• O
ALLEN SPRING BRANCH , C`~
~G : o q
50 • ~ ~
~ LOT I „N N P.S. 23 PG. q3..•••'"• ~ O
e~ 1 ~ _ ~ . ~ O

P`' ~ '''1 ,J I - ~ ~
...~~I w ~ - - ~ _ ,N
175 . ; . - - . ~
~ q ~ .......185 18 ~I •
~ O ~
• I I N/F •
~ . 111J ~ _ 151, IS IqQ .DGRINDA D. NORTOf~ . LOT 2 1.qr I
REMAINING LAND Iq0 • ' TO BE DEVELOPED • P.B. 23 PG. q3 1
3 ~ ' AT A LATTER r~r ~ ~ w !
• ~ I m ..r~ ~
~ ~ . ~ • h'1••~., ~ fE. r ~ , , _ ~ • ,ores , ( ~ : • •
~ti~
NOTE TEMP. ~j' / r.~ • GUL-DE-SAG ~ 200 ~ ~ ~ ••.30;000 sq, ft. / ! ~ 0 2~ . n(.•• u+
~ ~ / g+~ ~ / I - 4 18.38 , 2
00 1 L T 8 ••.I g f ! ':•J / .1....30 002 ftl. + 0'/ • , _ ~
~ ~ ' ~ ~ : 1 f': N .f I
S b ~ ~ ! I : •9~ ~ 2 I
~ ~ ~ ~ 4+pp ~ ~ 2 .65 : ~ .
~ ~1. 3~.0 ::~.r- - I.00' I:::
. ~ LOT 5 ~ , ~ ~ ,7f3 ~ ;713.? , ~ + I + • • I - 3 q
54 263 ft. ~ 20 , NH _ 00 ~3. I m . .
coo ~ \ ~ , ;~i ~ I _
~ ~ 0 ~ ~ . LOT 4 ~ . - 151, : , R1V I I ~o ~r~ . QI~ LOT 4 ~ ~ . • >?iW \~1- : > I : I
~ ~ 50.00 ~ ~ ~ 55, 459 sq, ft. ~ TRACT 2 ~ .............12; , ~ 7 00'• -
' MRS. ROMIE M. TURNER HEIRS ' 04 ; 27 Acres : r e ~ ~ , ~ - - - - J . • I
, P.B. 19 PG. 80 ! I LOT 3 / T I N • •
o / NOTE. THERE IS A R PARIAH LOT 30,,400 ft. / _ I ~ A ~ • . P.B. 23 PG. q3 ~ •
2 BUFFER 50 ON EACH SIDE ~ ~ ` 4o OF INTERMITANT STREAM. ~ ~ / I r uoil ~ I I
3 6 p ~ ~ r J l•~ ~ ~l o `ft. I - : a~r I-F7T I I _ .
. • • 3 , ~ I 130; d01 sq, f t. I In . r m I ~'O.6q Acres I
PLEASE NOTE _ / I + ~ I• • to I E NOTE 151 ~ ~ .
FIBER OPTIC LINE PTIC LINE ~ ~ _ ~ o
24o RUNS ALONG R/W ACROSS PROJECT ~ LONG R/W R~ ~ ,o,ntr ~ - - - - - OJ CT 68 36, ~ -r , r TIE UNE NCGS MONUMENT ~ PR E R/W _ - - - . ' R/W 512 00 22 E "BRADLEY" ~
ENTRANCE. BEFORE E. BEFORE ' - IIg0,0T NA 83 GRID COORDS.
DIGGING GALL ULOGO ;ALL ULOCO D
OR UTILITY COMPANY. Y COMPANY. - - - - - _ N = 781, 032.703 CL o CL E = 2,26q,740.582
BL~L _ _ Riw ,,,tutu trap,,
i.l MILE SOUTH N.C. 581 TO TAR RIVER ~ FARO TO S.R. Ig21 (60 PUBLIC R/W)
~ ~ ESS! ~
Z;•O~C 02.9 2' 9 .
SEAL ~
12976
-,G E ,
~ .
= 50~ T~ t' K ~ 6e
~ ~ .2q, pl
SIo~1 LI ~E' So I ~ t7f ~ ~ Drawn b . Y
TH
Approved by.
~ FNER.AL NOTES TH
I. TOTAL NUMBER PROPOSED LOTS = q
MINIMUM LOT SIZE = 30,000 SF Date: ZONING A-I 8-9-2001
SETBACKS; 50' FRONT
I5' SIDE, 25' SIDE CORNER Job name: 30' REAR
2. ALL CONSTRUCTION TD BE IN SUMMIT HILLS
ACCORDANCE WITH NCDOT AND NA51-I COUNTI' SUBDIVISION ORDINANCE
STANDARDS.
3. OWNER/ DEVELOPER: Scale: MR_ CLAY T^ STRICKLAND 1"=100' (H)

U 12W MA(.tUUNIA KUAU V) ~
GRAPHIC SCALE SPRING HOPE, NORTH CAROLINA 27882 (PHONE: [phone]
bb 100 0 50 100 200 400 4. LINEAR FEET OF ROADWAY PROPOSED= 1,092 L.F.
9K, TAY, MRP 27G8oo9 a6f 6I Sheet No.
~ ®0 NOT Access 500-ft( ,Je ~b1 s I ~ 2 SNA~~
0 ( IN FEET }
r 1 inch = 100 ft. 1 of

O
Qy REFERENCE: EEiyG ;+~E :~.ND GE ~
C~'.7 T. ~ DIANNE G. S~TciCK~.ti~ DESCRV3ED iSS i2? _ .G- C I
EIS o ESC, ~-i`~~ S-AKE o0 IN DEED ESOOK cc P>t.G= 158. Q r
m
ECM p ~i~-'"~+= :..'*rC~ E '~IONUt~1ENT ~ ~ 0 ~
PP ~ =J,~~~c r c N
ERR a ~~S . R..~ <<CAD SPIKE _ _ ~ ~ ~ ~ 3 _ _ ~ I _
FLC" - 3
_ _ ~ ~ _
n, ~ W
~ ~4L~ : r.~ r1A ~ r tr,
p•F. P NOR 23 p Tu - c tr. ~ ~ r\ r
0'' 93 P..~ ~ rn
T U -
NIAP ~S TY VICII~ I Z~ s ~ -
7 Z m 3
X
~ O ~
~ ~ v
r Z Z
i
~.4,e®, zool
' ,~9 ur:s Reserved. F-.a~o:ctior z .s o' =-a content of thR d~"-P'~~- s
~-~e a ddetbne x ~~-s" j ~ rse a In part i:-a:: rrl;-r
! p11L7EK ASST'-F--`-. F!- i ~TID.
i
CLAY T. ~ DIANNE G S c. • 5 J
P.B. 20 P D,B. 1347
/ I ~
i r
=T==<- -^-5 BEET; FIELD --=11--=:~ O'J WESTERN
~ 3~!~:+C. CENTER
~ t.L' EN SPRING = i S PROPERTY t
` N
~ ~
ALLEN SPRING- L - _ ~ C
G~ . c~
n V1
C~ ~
~e _ ~ o r to i~
. ~
_ ~=R'; ~ O N r Pr. 03 , `''a
1 < . ~ , ~
~ ~ .
W ~
_ _ _ _

~ - ~ ~ C
_ - ~ t 11I~ -
e - - ~ 9p ~ I y' `JG LAND - - , N. -
D-VE~OPED i ~ I .i - p L-~ ~ I
. ~ OTTER DATE. R ~ , .r_ ~ U ~ ` - ~
~ • • ~ ~ i7 ~ ~ ~ -~r
. ~ _ ~ ~ 3 _ _ _ 1 ftl
s _ ~ ~i~ • - ~ ~ r -mac c~~ /mix- ~ ~ lei...... i n~ L~/r ~ _ _ J tJ1 - _
- _ /6i-gp ~ 'n 34 OOr x ~ o ~
_ . 2c:, ~ ~ - ~ 21 ~ 6f ~ C7 ~ - 4+t ~ 83a _ I ~O' RAJ.
Ob ~ _ g 8 l 3G, 002 ft;. + -
,,R - ~ J
` _ - - _ ~ / -
- ~ , - - ~ 4~0 / r-- - / .
` _ _ ~ 3+ 3+ f'\ - - I '
~ ~ ~ ~ ?3
_ - ~ : _ Alq ~ ~ Roi RO'`ti.r _ _ ai c
~ ~ , ~ - ~ ~ 2 %
MRS. R~ E TURNER HEIRS _ -
_ t+cr-~ i~8.6
~ ~ o e
NOTE: THERE I i = FT ~ S A R P . 9 ~ ~ LO7 ~T~ +l ~ ,96.2E, LOT 3 ry ; _
BUFFER 50' ON EACI~ S~ D= ~ 30,40 OF INTERt'11TANT STR~,"- - ~ ~ ~ , 0.69 Q _ Fem. ~ 3-
~ ~ I_ ~ 2 O 1
3i~ O, ` - - V _ ~0, sq, it. c0 -
m ~ ~ o x-,. _ _ 7. ti Aces Q'
~ - s,. =1~_~c ~ _ u~ q0. _ c
~L~~.~ e~.~ S0
AC-<~S =R;JSCT _ =t ,q-T'~r+'aE '~c--"~ E - TIE LINE
- - R/W 51700`22 E . J;,~~~-1-~ ~
_ .....J li"C L ~ W 1=ht \ I ~ 1190.07` ~:A.~ 83 GRID COORDS.
w - - - - - - - P. = 751,032.703 _ ~ o CL t_ 2, 2aG ~ 740.582
~ ~ ~ tttuutttrr
_r-= _ - SOUTH N.G. 5~ -C -A.R RIVER CA r4,~ t 142 C~ Ptr~uc R,r~.; 1N
Q, ~
:'cF~` 9
SE,-L -
129_0
f> -
G-awn by.
TH
Aaproved by. *TH
--A- tiJMBER PROPOSED LC-S =
LOT 51ZE = 30,000!5i- Gate:
8-9-2001 v _ ' ~CS 50' FZO'J-
15' SIDE, 25' S' D= „a name:
30 R....AR 2 ~-57RUCTION TO BE N sJMMIT HILLS
-*.,'E WIT+a NCDOT A~., '
GRAPHIC C ALE `~=.Ea-- J'J~TY 51~$DIVISIJN GrcD'.`.n.'r!CE 7- ARC`5. FS
ix c so , x ax 7al '•.'c/ DEVELOPER-
sac ~R 5TRICKLA` D 100' t - 2S~ " E_-OhIA ROAD
:E~=-R_"vG! -40r >E, NORTH CAROL.'~A 27&32
2-2-478-5127 -'-EAR "EET OF ROAFY.4AT Dc-'2
1 inch = ix ft_
S ~ ,eet No.
< 2 SH zL NGT
- 4 of

O
01
~ J~GEND I
REFERENCE: BEING THE LAND OF ISS • IRON STAKE SET C pp
T. d DIANNE G. STRICKLAND DESCRIBED EIS o EXISTING IRON STAKE p1 ~ CLAY ~ et IN DEED BOOK 951 PAGE 158. EPK A EXISTING PK NAIL N
PKS 0 PK NAIL SET ~ ~
ECM p EXISTING CONCRETE MONUMENT N CP 4 COMPUTED POINT ~ N
PP POWER POLE p' r 0 N .N
R/W RIGHT Of WAY ~ ~ RRS • RAILROAD SPIKE SET S ~ ~ 3
ERR o EXISTING RAILROAD SPIKE \p =
PED ®PHONE PEDISTAL ~ ~
FLOODS ~ ~ _ NWY 581 ~ CHAPEL ~
TO SPRING HOPE ~ ~ ~ ~
C r
~ ~ ~ ~ ~ N
p i~ ~ d ~ N
U
P NTS rn A T Z~ I N I C VI . r.e,
P MAP N .B. ?3 ORr~ Z
PG• 93 m 3 L X
~ O m ~ ~ N
m
~ ~
rAPx~tp, zool
gNLTEK ASSOCIATES, P.A All Rtghte Reserved. Reproductlan a uee
of the content o1 thfs document, or additlone or ddetlone to this document,
In WhOie 7 III Port. Without Nfitten CM- sent of gNLTEIf ASSOCATES, P.A., la PROHIBITED.
CLAY T. 4 DIANNE G. STRIGKLAND
p.8. 20 PG. 237
D.B. 1347 PG. 535
GREEK HAS BEEN FIELD LOCATED ON WESTERN
GREEK BANK. CENTER ~ O
LINE OF ALLEN SPRING BRANCN 15 PROPERTY / \ ~ ~ ~ / N
LINE. vl
N BERING BRANCN ' ~"1 ~ J . V ' 1
ALLE . ~ ~ o
, ~ ~
~ 50 50 ~ LoT I ~ : ~ 0
- . cw P.B. 23 PG. 93....' ~ ~ O . t ~
~ , 1~ ~ 3 '
Q _ J ~ ~ w
~ ~
~ ~1..~•'''~ - _ ~ r - ~ ~
• 175 ,.••.'^'1 ~ ~1
1 '~1 18 I f1~ 0
h ~ , I
e , DORINDA D. NORTON
e lq~ I _ LOT 2 -Iq0 151,c~,
- _ NING LAND Iq0 REMAI ' P.B. 23 PG. 93 I
.r` TO BE DEVELOPED 1 ~ • 15 20o N
_ • AT A LATTER D { 3 ~I C S • V~ r- ~ , Y
e ~ ~ 30,000 fE. ~ ~ ~ ` m . ~1 ~
- ~;1 . ~ p bq Acres. 1 ~.4~' .7... • ~ , \ \ o ` 2 p
~D"I"E~ TEMP. I ,.30"000 sq, ft. ~ I ~ 1 1 _ 4+18.3a
.s~"". ~ GUL-DE-SAG ~ 2ao W + .
"l p-' .34,002 ft1. •
200
r~.''I 3 ono ~ ~ ~ ~ .
°s. " ~ ~ ` ~4+n. nom.. ~ I ~ / rr-,
• • - - - 1.00' li 9+ ~ ~ 181 I

' LOT 5 ' ~ • F~ ,S ~ 26~ ft. n20 ~ I ~ , .F-~ . 23 ANNq _ - Lf~7 9 I ROq~ ~
L 4 cres ~ ...r... / I 30.©07 f . I ~ ~ ~ 151, . . RIVA QI
~ ~ ~S ° ~ •r /
• ~ ~ ~ ' / ~ 55 45 i/ LOT 4 ~ , W 55, 459 scL f i .6 L - - - - J . _
o 41?. 4, ~ , ~ r 1.2~ ` TRACT 2 0 ~ :'j o 1 e ~ 9b.24 ~
f1RS. ROMIE M. TURNER HEIRS 1 ~ 146(1 wHr ~ N : • ~ - - - - - - ` ~ LOT i 1 LOT 3 f 1 ~
P.B. 19 PG. 80 r ~ . / . ~ P.B. 23 PG. 93 1 3Q,000 ft, ~ o d I I
o NOTE THE! ~ A R PARIAN y BUFFER r, N EACH SIDE 1 ~ r 1 O-
INTER ANT STREAM. : ~ / . • . ~4p . 16, , ~ 1 ~1 30 sq, ft. I 130 ~t~01 ft. I in 3160, 1 ...I ~ r I I ~ I ~ iri
I . 1 ' ~ ~'j L... ~ m ~ in c •
' r5r.ga::~• ~ I
PLEASE FIBER OP PLEASE NOTE: . 50 N IC LINE - - - ~ - - - - - J I LINE NT a~i T FIBER OPT 6 R~¢~ ~ T NCGS MONUME
240 RUNS AL( RUNS ALONG R/W 8.36, ,K,rr I SI2'00'22"E "BRADLEY" ~
AGR055 1 GR055 PROJECT R/W _ ~ W A - 07' NAD 83 GRID COORDS. NCE. BEFORE . I 2 1190. -
ENTRANCE DIGGING C~ ENTRA N _ 781, 032.703 DIGGING CALL ULOGO _ _ _ - E = 2,269,740.582
~ OR UTILITY OR UTILITY COMPANY. CL - CL 1 O ~~tlllltttft!
H N.G. 581 TO TAR RIVER Ll MILE SOOT • , ti ' ' UBLIC R/W I 60 P ~ ES S! •.9 TO S.R. 192
~ ; pF Oti Q- 9 L
SEAL
76 129
K
p. G. T~(PE 1
L ~I~tS10+~ ~ Drawn by. soi
TH
Approved by.
TH
<FNFR ~ PROPOSED LOTS = 9 I. TOTAL NUMBER - SF Date:
MINIMUM LOT SIZE -30,000 - -2001
ZONING: A-i 8 9 SETBACKS: 50' FRONT I RNER
15' SIDE, 25 SIDE CO Job name:
30' REAR 0 BE IN SUMMIT HILLS 2. ALL CONSTRUCTION T
ACCORDANCE WITH NCDOT AND
HASH COUNTY SUBDIVISION ORDINANCE STANDARDS, Scale:
3. OWNER/ DEVELOPER: 1"=100 (H)
MR. CLAY T. STRICKLAND 1280 MACEDONIA ROAD (V)
SPRING HOPE, NORTH CAROLINA 27882
PHONE [phone] OSED= 1092 L.F.
.rr~r~rrT/', CrATLr 4. LINEAR FEET OF ROADWAY PROP ,
U v Un~,rnl~ ~,jlrtlLL'
200 400 TPY- AA,9 14 27680oQ-96161 59 Sheet No.
~ bb too o so too 5 I 2 5HkL(- NOT ACCESS SD ~ ~a1
of
a 44 0G ( IN F'EE'L' )
F 1 inch = 100 ft

_n` SEEDBED PREFAB SEEDING MIXTURE ATION NOTES: sPECIEs O
_ w (s MIN.) TALL FESCU RATE (LB/ACRE) roP or BERM I. SURFACE WATER CONTR E ~ REFERENCE: BEIN TN LAN ~ LEGEND Q~ G E D OF 155 • IRON STAKE SET
I' FREEROARp (MIN.) OL MEASURES TO BE INSTALLED SERICEA LESPEDEZA 20 ACCORDING TO PLAN. oeseN NIcN warER 2. AREAS TO BE SE KOBE LESPEDEZA IO CLAY T. ~ DIANNE G. STRICKLAND DESCRIBED ~ I IN DEED BOOK 951 PAGE 158, EIS o EXISTING IRON STAKE ~
so,tEwar cRESr r (MIN) EDED SHALL BE RIPPED AND SPREAD ~ ,s• WI1"N AVAILABLE TOPSOIL 3" DEEP. EPK ® EXISTING PK NAIL I ' ~ r - PKS ~ PK NAIL SET cn ~t
uAxlMUU lEVEI of sEwMENr ' SEEDING NOTES: (aEAN aaslN our w N r ua~c J ~ 3. LOOSE ROC KS, ROOTS AND OTHER OBSTRUCTIONS SHALL I, AFTER AUGUST I ECM 0 EXISTING CONCRETE MONUMENT ~ ~ ^
n+ls LEVEL REACNEO~ auN our sraKE .r ~s wasNEO sro„E - - BE REMOVED FROM 5 USE UNSCARIFIED SERICEA SEED N.s ~ ~ ; e~ MA>< THE SURFACE SO THAT THEY WILL 2, WHERE PERIODIC MOWING IS PLA CP s COMPUTED POINT N
_ = NOT INTERFERE WITH THE ESTABLISHMENT AND MAI NNED OR NEAT APPEARANCE IS DESIRED, OMIZ - _ z= iz _ _ OF VEGETATION, SURFACE FOR FINALS NTENANCE SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE. :SIRED PP POWER POLE ~ N OMIT R/W RIGHT OF WAY C'; I r p N ~ ~ ~
- - - - PREPARATION AT FINISHED EEDBED 3. TO EXTEND SPRING SEEDING DATA INTO JUNE ADD 15 LB/ACRE NULLED BER- JLLED BER- RRS • RAILROAD SPIKE SET r~' ~ T ~
REASONABLY SM GRADES SHOWN, SHALL BE MUDAGRASS. HOWEVER, AFTER MID-APRIL IT IS PR OOTN AND UNIFORM. EFERABLE TO SEED TEMPORp ~„,R 4. IF NU SOIL TEST IS TAKEN COVER. ERR o EXISTING RAILROAD SPIKE I ED TEMPORARY PED ® PHONE PEDISTAL 3 ~
sECnoN THRO~~ N BE ACCORDING TO r FERTILIZER AND LIME TO NURSE PLANTS: SEEDING SPECIFICATIONS ABOVE. BETWEEN MAY I AND AUGUST 15 AD I _ ~
IN ADDITION, PROVIDE 15 LBS./ ID00 S.F. OF SUPER- SUDAN . D 0 LB/ACRE GERMAN MILLET OR 15LB/ACRE e PHC~SPHATE. GRASS. PRIOR TO MAY I OR AFTER AUGUST 15 ADD /A ~ 15LB/ACRE PROPERTY ZONED A-1 ~~Y 58i ; ~ I F<_OOv~ 3
SEEDING DATES: ~ ~ CRE RYE(GRA s• cuss . 5. IF A SOIL TEST IS TAKEN caaRr PoP Rao ~P ,PROVIDE FERTILIZER AND BEST RE RYE(GRAIN). PARCEL ID # 2764Q0186547 ~ W ~~AFF- ~ =PRINu -TOPE ~
I I t:o' MINI RIP Rao LIME ACCORDING TO 501E TEST R POSSIBLE ~ 1 I ~ / ~M Blocs of solLlwar-~_ 6. FERTILIZE EPORT. FALL: AUG. 25-SEPT. 15 MINIMUM SETBACKS FRONT 50 - rr ~ ~ REAR 30 ~ C ~
R AND LIME SHALL BE APPLIED UNIF AUG. 20-OGT. 25 ~ ~ ~ ~ sILrFENCE fir- s ANC MIXED WITH THE ORMLY LATE WINTER: FEB. 15-MAR. 21 FEB.I-AP I SOIL DURING SEEDBED PREPARATION. FALL IS BEST FOR TALL FESCUE AND R. 5 \ EE BASIN sECnoN ABA 7. ADDITIONAL ER I LATE WIN SIDE 15 Q ~
I ~ y \ ~ R OS ON CONTROL MEASURES MAY BE OF KOBE LESPEDEZA OVER A TER FOR LESPEDEZAS. OVERSEEI SIDE CORNER 25 C ~ OVERSEEDING Q t~ t\
EQJIRED DEPENDING ON FIELD CONDITIONS. F LL SEEDED FESCUE IS VERY EFFECTIVE. 8. MULCH SOIL AMENDMENTS: I ~ ~rH e ~ sraBauE ouncr olrcN ro N TO BE TACKED OR MECHANICALLY TIED DOWN APPLY LIME AND FE TI I ER4 ~\~E~p Of DISfURBEp AREA +5 WASHED S10NE WI R L Z A ' ~ d. ~ N
THIN TWO DAYS AFTER MULCH IS SPREAD ~ GCORDING TO SOIL TEST, OR APPLY 4,000 LB/ACRI / (arERlu soECIFIEO e~ ENCINEERI . GROUND AGRICULTURAL LIMESTON _ _ 000 LB/ACRE 1T I Y S V ICIN T MAP ~
_ E AND I,000LB/ACRE 10 10 10 FERTILIZER. ~r~~ o MULCH: IZER. ~ Z U . C
~R rcti APPLY 4,000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTHER SUITABL slcr FENCE MULCH. ANCHOR STRAW EiY TACKING WITH ASPHALT E z aER SUITABLE S DEMENT BASIN DESIGN DATA SHEET _ m 3
x MIN.) CRIMPING WITH A MULCH ANCHO ,NETTING, OR ROVING OR BY R TOOL. A DISK WITH BLADES SET NEARLY STRIC VING OR BY Sediment Disturbed Drainage Storage ~ Storage Storage Size mid Size bot Size to Q10 Weir L x
E~EVAno___.__N ~~RU ANO FlI jig CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: EARLY STRIGHT Basin Area AC Area AC Re uired ;Provided' De ft L W L W ~ ~ ~ 1 1 L W cfs Len th ft N rn~
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE .25 1.25 2250 2280 3 19 40 13 34 33 54 3.52 1.17 P 2 1.45 1.45 2610 2640 2.5 22 48 17 43 35 6 ~ ~
MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, RIP RAPS FERTILIZE AND M TE. MAY BE 1 4.08 i.36 SEED, 3 1.39 1.39 2502 2520 3 20 42 14 36 34 56 3.91 1.30 -
EDIMENT BAST ULCN DAMAGED AREAS IMMEDIATELY. N - ~
-
FORMULAS USED: _ -
Sediment Storage Required =18000.F. x Disturbed Area (AC) CopNight®, tow
Sediment Stora e Provided =Len th at mid Int x Width at mid int x De th N;"R9 t°AR~e~ ~,_tlon a ~u 9 9 ( Po ) ( Pa ) P of the content o! t`.s doc„ment, a
4 Q10 = ciA; A =Drainage area to basin ~alu«,° or d°I°t~= t° eoament Weir: Qweir - eLH312 "h0~0 I°'°` - sent of gNLTIX ASSJ7AlE5, P.A., Ie
iri2gilBIIEO. ......-.-~i3
~ r~~~~~ P MAp M
23 ORrN pG, 93 CLAY T• ~ DIANNE G. STRICKLAND
P,H. 20 PG. 237
D.B. 1347 PG. 535
CREEK NAS BEEN FIELD ~ NOTE: 50 TAR-PAMLIGO AMLIGO . -
LOCATED ON WESTERN BUFFER TO BE PRESERVED A5 GREEK BANK. CENTER :SERVED ~ UNDISN
LINE OF ALLEN SPRING
BRANCH IS PROPERTY LINE. _
N : _
: . - ,gym ~
ALLEN SPRING BRANCH ~ - - - _ - , ,
~O t~
0 ~(a . ~ ~
. ~ r ~ - - r o V SD ~ ~ ` . V
. ~ z.~- - Lot I _R..,~ - ~
F ~ - . P ~ P.B. 23 PG. 93,.... ~ O
~ 0
. O
P ~ .1....... P W ~ ~I 1~-p o - - 1715 - ~paN Mt :SIN u- ~ ~ ~ 3~f ~
_ ~ S~Dt ~tJT - _ 25 .
+ ~ IF? o .L~ ~ is . , t~ t~ . ~ W 80~ ~ ~ I
- - ~ W ~ $ , S ~ . } _
I .._f ~S/ • rUF ~ q ~ ,S! ~ ..............qp..........•. I
•~r~ .~r r~ t~V/C f r .•DORINDA D. NORTON; ~ : ' '
' LCT 2 54.T t~1~ P.B. 2:. PG. 93
/ LOT 6 ' 1 • ~ l.qp'. OT 6 ~ \ , • • 200 ~
~ RIP f~bP G ~ - ~ ~ ,ppp.. .~•ft. ~ 2Jgg 176M~.r.......~ -1.5 b.. .~•ft. r ~ ~ 5rt,r ~IOIJ ti I , ~ r 1 ............1211 ~ I
•24'. ,..J... ~ - o ~OT'7 .•.7-lr.... ; DIfG+I ~'F~~ - T.. ~ , Ln
(~rp 6 PI~cFS t • ....30;000 sq, ft,...... 1 ~ ~ ~ , ~ 210....... a...... ti •
~ o. ~ 1 =200............. 4 , ~ ~ sit-r b~ ~ ~ ~ 1 _ „~0.. sr~ bf ~ ~ 4+IS.38 L I
• • NOTf TEMP. ~ I • . ~ .b LF3T 8 •
- I
ILT I N ~ I I -
C'O ~ 7 E of S. 3 . 4f~ L APRON TO BE _
~frlE;f...... . ~ 313 o ~ , ~ y - ~ ~ 09.65' : • I L-6 FEET 3 f ~ W=3.9 FEET' _ _
OT 5 C r ~ CLASS I RIP RAP ~ r - - I ' ~ + .00 I;
. ~ . " r'
/ ~ O R, j / '
~ \ Q ~ \ fr TRACT 2 LOT 4 . ~ r ~ P - ~ ~ 30 7 ft. 1 - ~ ~ ~ 5!, c10, RlVA ~ to : ~ • I ~ w TE. 0.I ~C r ' I v.
S. HEIRS y ~ n . MR ROMIE M. TURNER q12..• t • ~ P.B. Iq PG. SO . ~ r ~ v
~ s' p ~ ~ t8' RCP • L _ _
NO'... ~ / TE THERE IS A RIP,4RIAN / ~l , al ~ IX - - ~ ` \ ;1 6.24
BUFFER 50 ON EACH~~SIDE ~ ft. r , I . ~nrr t'°A"at 0 - - - LOT I
OF INTERMI~'ANT ,.STREAM, ` • ~ o \ ~ a P.B. 23 PG. 93 ' :0.69 AC~es ~ ~ ` I
. ~ T~K'...~a..To' PEMr'tN / 3 ~ ~ ~ , ~ ~ ~ I o~f I ~ : U1) ` I L ~ ' I I
UNDIST~Rf3EtJ ~ ~6'01~. .Ira-( s ~ r . ,..-i 30, 002.. ~ ~ • ~ ~ - •l i~. 0.69 Acres o ~ Q ~ ~ 30;1 ft. I
l T FENCE ?o EX~'g~tf i 1U11'LLOiUAL lli'i'Cli • UIIliI~.N o ~ SIONS ~ F ~bOoININCs DIS PLEASE NOTE: j m • ;...g _2_ I ~ + I: I rn ~ I _
~dIN6 bR Ufa .T1~KBpD y ~ I"t~s X40... ,d FIBER OPTIC IN L E . C~,,: 'I ~ N
DITCH plo g RUNS ALONG R1W ,i 1 SS D(ft) W(fl) B(it} n N0. ~ ACROSS PROJECT - . _ C -----J o
(H:V} +o Sta~lllzation EN TRANCE. BEFORE ~ TIE LINE .N
DIGGING CALL ULOCO SI2 00 22 E NGGS MONUMENT ~ BRADLEY ,z
2~~3 0 3: ( ~ R UTILITY COMPANY. 0 0.030 3.q2 t~,~ G3~ ~ - ...7.94............ 1190.07' NAD 83 GRID COORDS. _ + ~ -
2 0 . I~ I 5.0 3.1 CL N - 781,032.703 ' , 269 740.582
° o,a30 3. 2A ~ N~6 SGISo 2.22 Io.o 3:1 i.5 0 TO TAR RIVER ti~~>>trrrrrr~ I.I MILE GRAVEL CONS'T ~
TO S.R. 1921 ENTRANCE SOUTH N.C. 581 ~ C~RO
3 2, 0.030 .47 Nfi~ G3,o~k ~ o, o ; . `I 1~5 ~ ~ 0.03. 5, 51 NhG G3~ ~ . L = 100' (60' PUBLIC R/W) _ ••.~~iL 0,~ ~S/0 •,.y .
O~So Z•26 3;I 1.5 o •0 v
`1 ~ 0,030 2.31 5 o.2~O 2 NFU SGISO :a ~=fi.L ~
.2G 3:1 1.5 ~ a O.o3o 117E
~O o.6 174 NtG SG 150 4 4 a. I 5 0 4.'
x•03° 3,2Z NAG sGlSo 8 .4 3;1 I•S 9 0 i
8 0.030 .Zt3 N~~ G3,o 1,21 o.q5 3;1 1
5 ~ 0 0.030 . 85 N ~ IZII'-l 11.2 .6' IZII'-ItAI' APRON DIAiF,NSIONS
0.2.6 d.9S 3:? 1,5 9 D b.03t7 1.25 N6~ scl~ CONSTRUCTION SEQUENCE• Drawn by.
I. OBTAIN GRADING PERMIT FROM THE NCDENR, TH
STRUCTURE N0. Va ZONE ~ LAND QUALITY SECTION. , ZONE LENGTH WIDTH DEPTH COMMENTS ' 2. SET UP PRE-CONSTRUCTION CONFERENCE G"~-S TE WITH THE A roved b .
EROSION CONTROL INSP CTOR L 9!a-571-4700 FP y r ' r E (TE EPF~ONE ) TH
cUc.v~r 1 ~.q 7 I GENERAL NOTES: I Ip G>, 5 I TO DISCUSS EROSION CONTROL MEASURES. G ~f' ~ ~It' fZroP 3. INSTALL STONE CONSTRUCTION ENTRANCE SIL ; DIVERSION
I. STABILIZATION IS THE BEST FORM OF EROSION C ~Cv~~ 2 2 - 2 r ~ DITCHES AND SEDIMENT BASINS. CLEARONLY AS NECESSARY Date:
• TEMPORARY SEEDING IS NECESSA ONTROL. RY TO ACHIEVE EROSION CO!JTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY GL,hSS ~ pap {2y,~ TO CONSTRUCT THESE MEASURES. 8
Nov~h fSvheriG„~ r REQUIRED AS PART OF T>aE CONSTRUCTION U stn G3~ (s ~,-rra~~ m THE PLAN SEQUENCE SHOWN ON 4. CALL 919-571-4700 FOR AN ON SITE INSPECTIOP, BY EROSION CONTROL INSPECTOR. WHEN APPROVED, BEGirt CLEARING AND Job name:
2~'t .ALL DENUDED AREAS LEFT EXPOSED WI N°~f•ti r~"'"~'IGan C~r~eri SG(Sp js ~ ' WORKING DAYS OR LL, WITHIN 15 GRUBBING OF THE SITE. STRIG581
{'O~boya 30 CALENDAR DAYS OF ANY PHASE OF l ~~?NI- 8VIY1a? GRADING WHICH , EVER PERIOD IS SHORTER, BE SEEDED AND IiULC~•IED. 5. MAINTAIN EROSION CONTROL DEVICES AS NEED.D. 6. STABILIZE THE SITE AS AREAS ARE BROUG~-tT TO FINAL GRADE.
GRA ~a~ 2. SITE AREA. 28.05 ACRES ~ PHIC SCALE DIS 7. ALL EROSION CONTROL MEASURES SHALL BE CJNSTRUCTED IN
0 TUBBED AREA: ACRES ~ ,~6 ~o0 0 ~ SOIL TYPE: ACCORDANCE WITH THE NC EROSION AND SEDi'1ENT CONTROL Scale: PLANNING AND DESIGN MANUALS, US DEPT. OF AGRICULTURE, 1"=100 (H)
~ 2D0 400 3, ANY LAND DISTJRBING ACTIVI ~ G~ CONDITIONS OF TY GREATER THAN 5 ACRES REQUIRES COMPLIANCE WITH ALL US SOIL CONSERVATION SERVICE.
x ~ ~ THE GENERAL PERMIT Tn nlGrllAnrr .-T.,.,.~ , S TNF ~IkJTRArTl~2 SJ-IAI f f)II IrFTITI Y ~ftif7 rf~.J-1N1InI1Sl Y IV~
NATIONAL POLLUTANT DISHARGE ELIMINATION SYSTEM I PERMIT INOr-K . NNlltK THE a MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
0o i ANY PERMIT NON COMPLIANCE C IS A I CGO AND P V OLATION OF THE CLEAN WATER ACT AN ( IN FEET) MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CARO-INA D TO MINIMIZE EROSION. THE CONTRACTOR 51 W: L MAINTAIN
OF ENVIRONMENT, HEALTH, AND NATURAL R DEPARTMENT 1 inch = 100 ft. ESOURCES. CONTACT WITH THE EROSION CONTROL INSPEC OR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT Sheet No.
4• L.G~ Ti-~N Imo' of "JUWSGIG roil Is o Or- tMp,6Cfo APPROPRIATE STAGES OF CONSTRUCTION.
T ~ G1~tJNt?L T I H tze-Fz---4~ Na pt-: RMtZ' [5
Y 2 OX

SEEDBED PREPARA SEEDING MIXTURE TION NOTES: SPECIES W ~6. ul" ~ TALL FESCUE RATE (LB/ACRE) C LEGEND C
roP of eERU I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED SERICEA LESPEDEZA ~ REFERENCE: BEING THE LAND OF C CLAY T, E DIANNE G. STRICKLAND DESCRIBED ISS • IRON STAKE SET
`~E~D ACCORDING TO 20 DE4cr, "'c" warER PI-'~N' KOBE LESPEDEZA 2. p,REAS TO BE SEEDED SH 10 SPILLWAY CREST , ALL BE RIPPED AND SPREAD IN DEED BOOK 951 PAGE I58. EIS o EXISTING IRON STAKE ~ ~ EPK ® EXISTING P'K NAIL Q~ r
~ rs• WITH AVAILABLE TOPSOIL 3' DEEP. uAXIUUU LEVEL OF SEDtuENi ~ PKS ~ I ~ c PK NA L SET rn
(arnN eas~N our wNEN I' u~«~~=`'' 3• LOOSE ROCKS SEEDING NOTES: ROOTS AND OTHER OBSTRUCTIONS SHALL I, AFTER AUGUST 15 U 1F°5 LEVEL RFAC"rot 0.E^" OUi Sl/aCE ~ 12' Js WASHED SroNE-~ ~ BE REMOVED FROM THE SURFAC SE UNSCARIFIED SERICEA SEED. ECM p EXISTING CONCRETE MONUMENT ~ ~
° NOT INTERFERE WI E ~ THAT THEY WILL 2. WHERE PERIODIC MOWING IS PLANNED O 1 ~ TN THE ESTABLISHM R NEAT APPEARANCE IS ENT AND MAINTENANCE SERiCEA AND INCREASE KOBE LESPEDEZA TO 40 DESIRED, Ors CP m COMPUTED POINT DESIRED, OMIT PP III, POWER POLE ~
- _ z= i~ _ OF VEGETATION. SURFACE FOR FINAL SE LB/ACRE. PREPARATION AT FINISHED EDBED 3, TO EXTEND SPRING SEEDING DATA INTO JUNE AD I R/W RIGHT OF WAY ~ ~ p cti
GRADES SHOWN, SHALL BE MUDAGRASS. HOWEVER AFTER MID-A ~ D 5 LB/ACRE DULLED BER REASONABLY SMOOTH , PRIL I I AND UNIFORM. T S PREFERABLE TO SEED TEMPOf RRS • RAILROAD SPIKE SET ~ ~ DULLED BER- ERR o EXISTIN RAI R ~ T ~ ` I ~ SEED TEMPORARY G ~ L OAD SPIKE 3
kw 4. IF' NO SOIL TEST IS COVER. TI A BE ACCO TAKEN, FERTILIZER AND LIME TO NURSE PLANTS: a RDING TO SEEDING SPECIFICATIONS ABOVE, BETWEEN MA PED ®PHONE PEG~_.TAL ~ , ~I = -
c ~H IN ADDITION, PROVIDE 15 LBS./ 1000 S.F. OF SUPER- S Y I AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACR
PHOSPHATE. UDANGRASS. PRIOR TO MAY i OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE G~ ~ 5. IF A SOIL TEST IS SEEDING DATES: ~ OR 15LB/ACRE PROPERTY ZONED A-1 -+w~Y 54~ ! I - FLOODS 3 ACRE RYE(GRAIN). PARCEL ID # 276 4001 80 547 ~ 'i' CuAPEL. N
~ I ~ slo s R,P ua ~ cuss I TAKEN, PROVIDE FERTILIZER AND BEST of saluWnr (~o' uiN.) Rio ww LIME ACCORDING TO SOIL TEST REPORT. FA POSSIBLE MINIMUM SETBACKS FRONT 50 ~ ~ SPRING -CPF ~
n~ ! ~ ~ ~ ~ 6. FERTILI LL: AU - / -T---- - f _ ZER AND LIME SHALL BE APPLIED UNI G 25 SEPT. 15 AUG. 20-OCT. 25 sar FENCE r AND MIXED WITH THE SOIL DURIN FORMLY LATE WINTER: FEB. 15-MAR. 21 FEB,i-A ~ ~ 25 REAR 30 ~ ~ C
\ ~ f sEE 80.51N sECnoN +sa.E G SEEDBED PREPA PR. 15 7. ADDITIONAL EROSION CONTROL MEASURES RATION. FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS 0 SDE 15 ~ ~
! y ~ I MAY BE OF K VERSEI l / ElRr ~ REQUIRED DEPENDING ON FIELD CONDITIONS. OBE LESPEDQA OVER FALL SEEDED FESCUE IS VERY EFFECTIVE, N BERM ~ ~ \ SiAB4RE OUTLET DIiCN i0 " , . 8. MULCH TO BE TACK SOIL AMENDMENTS: AS, 0 SIDE CORNER 25 ~ C ~`7 VERSEEDING ~ ~ ~ ~ JE, ~ ~ ~
/ ``ENO of asruaeEO u+u - _ ED OR MECHANICALLY TIED DOWN APPLY / ~ ~ r' /5 W.SHED STONE WITHIN TWO DAYS A LIME AND FERTILIZER ACCORDING TO (uArERUL srEaFIED er ENC~NEER) ~ FTER MULCH IS SPREAD SOIL TEST OR APPLY 4000 LB/A a
GROUND ' ~ C AGRICULTURAL LIMESTONE AND I -_LL_ MULCH: ,~~/ACRE 10-10-IO FERTILIZER. 4,000 LB/ACRE VI INI ~ ' C T M P s A ~ fILIZER. ~ Z ~
~"cM APPLY 4,000 LB/ACRE GRAIN STRAW . p,..~j Z
OF EQUIVALENT COVER OF ANOTHER SUITAI: sai FENCE x u,N~ MULCH, ANCHOR STRAW BY TACKING WITH ASPHAL ETHER suITABLE SEDlMEN7 BASIN DESIGN DATA SHEET m 3 . LOVING OR BY Sediment Disturbed Drainage Storage Storage Stora a Size mid Size ~ x
CRIMPING WITH A MULCH ANCHOR T, NETTING, OR ROVING OR B' CAN BE USED A TOOL. A DISK WITH BLADES SET NEARLY STF F~LyATION OF BERM AN____ p Fl~ T,~R S A MULCH ANCHORI NEARLY STRIGHT Basin Area AC Area g bot Size to Q10 Weir ~ O e
MAINTENANCE: NG TOOL. AC Re wired Provided De th ft L W L W L W cfs Len th ft rn 1 1.25 i .25 2250 2280 3 19 ~ ~ c
REFER7ILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECES B 40 13 34 33 54 3.52 1.17 r DATE. MAY BE 2 1.45 1.45 2610 2640 2.5 22 48 17 43 ~
RIP RAP F SARY. RESEED, SEDIMENT B ERTILIZE, AND MULCH DAMAGED AREAS I ASIN MMEDIATELY. 35 61 4.08 1.36 ~ RESEED, 3 1.39 1.39 2502 2520 3 20 42 14 36 34 56 3.91 1.30 ~
FORMULAS USED: Sediment Storage Required =1800C.F, x Disturbed Area AC Copyrlghtm, zoo-.
~ ) Sediment Stora a Provided =Len th ai mid int x Width at mid int x De th gNLTEK ASSOGATE A P: T 9 9 ~ Po ) ~ Po ) P All Rights Reserred. epr
Q10 = ciA; A =Drainage area to basin of the content of tha ~A= odditlane or deletions to _ a boe-+'~-
Weir: Qweir = cLH3l2 In Mhde or in part, ¦Itha.- •r's - eent of CINLTIX ASSOpA~.=. ~1- •
Mq PROHIBITED.
p•8 P NOR ?3 P TN
G, 93 CLAY T. E DIANNE G. STRICKLAND
P.B. 20 PG. 237 D.B. 1347 PG. 535
V
CREEK HAS BEEN FIELD ~ LOCATED ON WESTERN NOTE: 50 TAR-PAMLICO -PAMLICO ' p
CREEK BANK. CENTER BUFFER TO BE PRESERVED RESERVED Ab UNDISN
LINE OF ALLEN SPRING BRANCH IS PROPERTY ,r"
LINE. - ~
~
ALLEN SPRING BRANCH it Il:~'~~ ~~,t':~ ~~ii~ie~a . ^I , _...yt-p-- ~ • _ e _ F~ "1 ~
~G . ^ ~
_ _ . a • O ~
4, 1 • ' f ~ il~ > .
,_.w. Sp .F: o ~ ~ . _ • ~ r ~
" J J ~z rn ^'`I . LOT I .,.~,~:~:.rz,~~ ...a . N ~ ^i
• P~' • P.B. 23 PG. q3.. ~ O • ~ • S.,
~ ' v 1 o
~o ~
• ~ ~ ip ~ ~n?M~r . c r~ ~1° 3
G~ , t 1 ..1........ lt' ~-aP ~ W ~ o - I - i75............
' , r° i . - ~ s • 15 I ~ 25 ~ ,15 ~isjv7~ _ - - . i~5 ~ ~ ~ T•
_s. :w • =8.5 .............................BJ................. I ~ ~ r
- _ '
• N/F a ~ q ~ - i ~
4 ~~~.j,,. x•90' ~ DORINDA D. NORTON ; ~ , LOT
~ S4,T • P.B. 23 PG. q3 I W ~
! LOT 6 .....r • 5/,cb,•.,. LOT 6 .....r , . ; ~
400.. I ~ , ...I ; t stc.T t~1.i~$Io1J lr ~ 2 ~ • r ° ,..a...... .TI,.... DtrGH ~ m
4 : I ~ P. 6 ~ J
o • ....30,000 sq, ft...~.......1 ~ J ; ~
"0 •20 4 r " ~ SI(.T t ,,r , ~ ~ 6
NOTE TEMP. ~ I ~ o ~ CUL-DE- ~ i . ,:bN a LOT 8 g ~ rr + j
S ~ : . _ r ~ ti. ' ~ ~
SIDr ~E ~ q I ~ ~ 6. N
S. ~ t{° 7v J- 00 PRON TO BE .A L3 ~ • L=6 FEET ~ Oq.65';`
~ ' 3+ W=3.q FEET ~
< ~ ~ • 54. . ~ ~ r $q, . 0 ~ 30 r ~ CLASS I RIP RAP • I~ - - - - I r
\ • q S i, p ; ` ~ rJ ~ .fit Q - f q I
~o
TRAC / ~ LOT 4 • MRS. ROMIE M. TURN HEi • ~ ~ Rid ,o . - I ~ ~
?.0,q. / '55,459 sq, ft. 7 . P.B. 19 PG. 4l• 80 . V~ ~ _ 1.27 Acres . .
~ : ~ = : ~'i o 4: I ' ; ~'•1 0 ` ~ ~ ~ 18" RCP L
. NOTE;... fix • ! in 2y THERE iS A RIP,4RIAN ~ ~ ~ ~ a~7
0 FFER 50 ON EACH''SIDf • . OF INTERf1nfANT:STREAM. ` ~ , ~ ~ ft. ~ _ I ~ r a ~ - - - - - LOT I •
• • ~ ~ ~ •:~~Q.69 /~U-es 1 P.B. 2"~ PG. q3 ~ 'i...... ~ ~ I I
UNDISTI)~Et:J t' I6'pl' ~ a 130;1 ft. I -
. , ~ ..................................{~1 ~F.GT`: Ilttll LLOIllAI, Ui'1'CII ~ SIFT FENCE To Ex~Nf i!' ~l 30, 002.• sq, I ~ : U1 I ` 1. • ~ I I _ . '•l • ~~Q Q m I .i v - I 0'
llUILNSIONS oP ~n Cr~b~ bit JaIN(N~, flip PLEASE NOTE: y ~ ~CaM~NTS 2<~ ' . ~ ~ J + ~ I:' I tD
...bR~,~ FIBER OPTIC LINE DITCH O,o S (961 51 ~ ~ iri . :I I _J p
S5 U(fl) W(1t) glttl RUNS ALONG R/W N0. ° H• Vio Stabiliz ACROS ( .V) anon S PROJECT I - -
. ENTRANCE. BEFORE R/W ~ - - TI 'N E _ , E LIN ~ NGGS MONUMENT ~
• DIGGING CALL ULOCO Z,o3 .0 3:1 OR UTILITY COMPANY. • SI2'00 22 E ~ , ~ A BRADLEY ~
' o o. 030 3.`12 ubla G 35rJ z NAD 83 GRID COORDS. CL ~ 781,03. 0 E 2, 26q, 740.582
I. lo
2A 2.Y o.a3o 3.~ Nhb 5cI5o 2 lo.a 3:1 1.5 9 ........................................I.I MILE ~ TO TAR RIVER
° 0.030 5. 3 ~.So 47 N~ G35o'~ TO S.R. Ig21 GRAVEL CANS'T ~ `,~tpdtl!rrrrrr~~, ENTRANCE SOUTH N.C. 581 ~N CaR~
15 °I ° o.o 30 5.51 Nay ~350~' L = 100' (60' PUBLIC R/W) ~ ~ . , . ~ ~ ESS~ •
o, So Z. 2b 3:1 1.5 ~ o 0 5 0 ,d3o 2.31 NFU SclSo o pF Ori SIP i~P ~p~M~~JT g~~N IJ_ 2 .e
~ 2.2~ 3:1 I.5 9 a - ~ a EAL ~ ' vlsT~l~ ~ - I.45 s
~ 0, 6 0.030 1 ~ 74 NtG SG I So 4 6.4 aif 1.5 12976 -
° 0.030 3,?2 ~ • i '•,F , Q' ''l' IN
8 .4 3;1 150 I.5 ~ ° 0,p•3o g I.21 ° . 2s N~~ c 3,0 " ~i,~--~.,.
.9s 3;t 1.5 9 0 0.030 85 N
U 5~I5L~ KIP• 26 0.9S 3:1 1.5 Iur-~~ Arx ON DIAV-NS10NS .
f ~ o a.o 30 1.25 NAG Sc15~, CONSTRUCTION SEQUENCE. n • Draw by
STRUCTURE N0. V I. OBTAIN GRADING PERMIT FROM THE NCDENR, TH
o ZONE LAND QUALITY SECTION. fo ZONE LENGTH WIDTH DEPTH C 2. SET UP PRE-CONSTRUCTION - OMMENTS CONFERENCE ON SITE WITH THE Approved by.
u~~.vtv.~r r EROSION CONTROL INSPECTOR (TELEPHONE qlq-571-4700) ~
1 `f'.q 7 GENERAL NOTES: I. STABILIZATION IS THE BEST FORM OF EROSION CONTROL ~D~~~ 2 ~4, ( 2 7 t (O ~ t TO DISCUSS EROSION CONTROL MEASURES. 5. S I c ~5s t , ~ f' ~ 3. INSTALL STONE CONS ~ TRUCTION ENTRANCE, SILT DIVERSION Date:
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONT 0 ~ 2 ~ ~ S 5 ~ . 5 ~ DITCHES AND SEDIMI=TIT BASINS. CLEAR ONLY AS NECESSARY _ _ 1 ~ G1.~55 8 9 200.
ON LARGE DENUDED AREAS ANp ESPECIALLY WHE R L Z ~Z{p S2ya,p TO CONSTRUCT THESE MEASURES. 4. CALL qiq-571-4700 FOR AN ON SITE INSPECTION BY EROSION b name:
~ No?~{, REQUIRED AS PART OF N SPECIFICALLY bme?I~>ti Care.A,i G3~ 15 ~,.~,,z THE CONSTRUCTION SEQUENCE SHOWN 0 ~~t M21}~' THE PLAN. ALL DENUDED AREAS LE N CONTROL INSPEG i OR. WHEN APPROVED, BEGIN CLEARING AND ~o
NO/t~ 1S?rret'I~bn Carce~ SGISp ~S WORKIN ~ EXPOSED WILL, WITHIN 15 I tGn~ ~d G DAYS OR 30 CALENDAR DAYS OF ANY PHASE OF GRUBBING OF THE SITE. STRIC581 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
eVma? GRADING WHI CNEVER PERIOD IS SNORTER, BE SEEDED AND MULCH 6. STABILIZE THE SITE AS AREAS ARE BROUGHT TO FINAL GRADE.
GRAPHIC ~MafE 2. SITE AREA: 28,05 ACRES ED. c SCALE I q D STUBBED AREA, ACRES 7. ALL EROSION CONTRO`_ MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL Scale:
/ ~4 goo p ~ SOIL TYPE: 9 10° 20° +o0 3. ANY LA I N! ~ISTUR>31NG ACTIVITY ~RFeTFQ TLIAAI G A/•orc nrni nr,~.. PLANNING AND DESIGN MANUALS, US DEPT. OF AGRICULTURE, 1"=1001 ~''1
i I lG G/111 /'M IG COVATIivi ~~nvii-c
NUN/ C v. •JVIL. .VI.lLRVM I IVIY 7LICVII.L. 8. THE CONTRACTOR 5NALL DILIGENTLY AND CONTINUOUSLY
0 ONDIT ALPIONS OF OLLUT THAENTD GENEI SCRAL HARGEM PERO DISHARGESYSTEMSTORM PERWATER NOUNDrERANTHECE WITH ALL ~ NATI ELIMINATIONIT T C M IT nmnonome"mmm a AND NCG01 ~ P 0 0 OV ANY PERMIT NON COMPLIANCE 15 A MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
VIOLATION OF THE CLEAN WATER ACT AND (IN FEET) MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CONTACT WITH THE ER05ION CONTROL IN5PECTOR
1 inch = ET ft, OF ENVIRONMENT HEALTH, AND NATURAL RESOURCES. 100 4. I.~x TH~f~I f150' of nJUWSGIG o 4 - 50 THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT =2o APPROPRIATE STAGES OF CONSTRUCTION.
Is ~1 N~ I-{rs t~N~L Ta F.?+= I Mph
~ Nb 4~i err ?s N~ssp~. .
Y

SEE DEED PREPARA SEEDING MIXTURE _w (s' yN TION NOTES:
i0P of e~RU SPECIES I, SURFACE WATER CONTROL M TALL FESCUE RATE (~/ACRE) FREEeoAao (u.".~ EASURES 0
oescN wcN wartR ACCORDING TOP T BE INSTALLED SE I 80 LAN. R CEA LESPEDEZA sRIUwAY cRESr i (u,"~ 2, AREAS TO BE S K 20 REFERENCE: BEING THE LAND ~ CLAY T. +E DIANNE G, S OF ISS • IRONS ~
EEDED SHALL BE RIPPED AND OBE LESPEDEZA uAxluuu LEVEL of sEOiuENr _ (i.s' WITH SP (CLEAN eASN our wNEN i• uAx. ~ 3. L AVAILABLE TOPSOIL 3' DEEP. READ 10 TRICKLAND DESCRIBED TAKE SET ~ IN DEED BOOK 951 PAGE 158. EIS o EXISTING IRON STAKE i
THiS LEVEL REAC"EO) CLEAN OUr STAKE ,Z• ~''r~~ OOSE ROC ~s wasNEO sroNE KS, ROOTS AND OTHER OBSTRUCTION SEEDING NOTES: EPK ® IXIST~NG PK NAIL C pp
~ ~ ~_Y•~`' Z a. ~ BE REMOVED FR S SHALL I r,~„~ 1i ~ OM THE SURFACE SO THAT THEY WIL AFTER AUGUST 15 USE UNSCARIFIED S NOT INTERFERE WI L 2, ERICEA SEE PKS 1 PK NAIL SET I , G n ECM • - ~t B EXISTING CONCRETE MONUMENT
- r= i1 = TH THE ESTABLISHME WHERE PERIODIC MOWIN D• _ - OF VEGETATION. SURFACE FOR NT AND MAINTENANCE SERICEA AND IN G IS PLANNED OR NEAT APPEARANCE IS DE FINAL SEEDBED CREASE KOBE LESPEDQA TO 40 LB/ACRE. SIRED, OMI CP 0 COMPUTED POINT ~ C DESIRED, OMIT PP ~ POWER POLE
PREPARATION, AT FINISHED 3. TO E7CT N REASONABLY SM00 GRADES SHOWN, SHALL BE MU E D SPRING SEEDING DATA INTO JUNE AD ~ N R/W RIGHT OF WAY p~ ~ ~
TN AND UNIFORM. DAGRASS. HOWEVER AFTER ~ D 15 LB/ACRE NULLED BER- r R ~ 4. IF NO SOIL TEST IS TAKEN FER COYER, ~ MID-APRIL IT IS PREFERABLE TO SEE NULLED BER- RRS • RAILROAD SPIKE ~ N SET C ~ SEED TEMPORARY ERR o EXISTING RAILROA
BE ACCORDING TO SEEDIN ~ TILIZER AND LIME TO D TEMPOR, G SPECIFICATIONS ABOVE, NURSE PLANTS: 6 ~H IN ADDITION, PROVID BET D SPIKE ~ S i T _ _ PED ® PHONE PEDISTAL ~0 , - >
PHOSPHATE. E 15 ~S'/ 1000 S,F, OF SUPER- WEB MAY I AND AUGUST 15, ADD 10 LB/AC SUDANGRASS. PRIOR TO MAY I OR A RE GERMAN MILLET OR 15L8/ACRE
I ~ ! SiDRY RIP RM pp 3' (.o' uiN cuss , 5. IF A SOIL TEST IS TAKEN SEEDING D FTER AUGUST 15 ADD 40 R,P p,w PROVIDE FERTILIZER AND ATES: LB/ACRE RYE(GR~ fl~ e ! ~ ~ \ Es or swLLwAY~ LIME ACCORDING TO OR 15L8/ACRE CRE RYE(GRAIN). PROPERTY ZONED A-1 _ ~
/ ~ 6. FERTILIZER AN SOIL TEST REPORT. BEST el sari FENCE f D LIM FA E SHALL BE APPLIED UNIFORMLY LL~ AUG, 25-SEPT. 15 POSSIBLE PARCEL ID 7 ~ :-~Y 5~~ ; ~ -_OODS ~ 2 6400186547 ~_~APEL
~ .f r sEE HLCIN stciaN Aao+E _ AND MIXED WITH T LA A NE SOIL DURING SEEDBED PREPARA I TE WINTER: FEB. 15-MAR. 21 UG. 20-OCT. 25 / ~ ~ I 7, ADDITIONAL ER TON _ MINIMUi~ SETBACKS FR NT TO SPRING +-~P. > ~ ~ 0 50
OSION CONTROL MEASURES MAY BE FALL IS BEST FOR TALL FESCUE AND LA FEB•I APR. 15 REQUIRED DEP TE WIN l ! eE ' ~ J siASa~ZE ourlEi oR ENDI 0 TER NG ON FIELD CONDITIONS. F KOBE LESPEDEZA OVER FALL SEEDED FE FOR LESPEDEZAS. OVERSEEI REAR 30 ~ G SIDE 15 ' ~ C ~
/ Ry \ `/-END Di b5rUR8E0 AREA~0 R O 8. MULCH TO BE SLUE TACKED OR MEC SOIL AMENDMEN IS VERY EFFECTIVE / (uarERla SPECIr~EO eY ENCINEER~ !s wASNEO siaNE WITHIN TW HANICALLY TIED DOWN TS: S. OVERSEEDING SIDE CORNER 25 C C L
- 0 DAYS AFTER MU APPLY LIME A oOrE[? _ _ LCH IS SPREAD, ND FERTILIZER ACCORDING TO
GROUND AGRICULTURAL LIMESTONE AN SOIL TEST, OR APPLY 4,000 LB/ACR o'TCti D MULCH: I,000LB/ACRE 10-10-10 FERTILIZER. 000 LB/ ACRE LIZER. `j
-~~F slr EENCE APP LY 4,000 LB/ACRE GRAIN STRAW OF EQUi x a ~ MULCH. ANCHORS VALENT COVER OF ANOTN IC I N I Y A NTS U .
TRAW BY TACKING WITH ASPHALT NETTIN ER SUITABL an~N_ of sEa~, gN~ Fl~ CRIMPING WITH A MULCH AN H ~ G, OR ROVING OR BY " ~ Z U fHER SUITABLE SEDIMIE ~ ~VING OR BY S NT BASIN DESIGN DATA SHEET Z
CAN BE USED AS C OR TOOL, A DISK WITH BLADES SET NEAR A MULCH ANCHORING TOOL. LY STRIc ediment Distu?tied Drainage Stora e ~ NEARLY STRIGNT 9 Storage Storage Size mid Size bot 3
MAINTENANCE: Basin Area AC Area AC Re aired pro ' Size to Q10 Weir L x 1 125 vided De th ft L W ~ y~ ~ ~ O m
RIP RAP REFERTILIZE IN THE SECOND YEAR UNLESS SEDIMENT MOWED ONCE OR GROWTH IS FULLY ADEQUA BASIN TWICE A YEAR, BUT MOWIN TE. MAY BE 1.25 2250 2280 3 W cfs Le th ft ~ N 4TE. MAY BE 2 1.45 1.45 19 40 13 34 33 54 3.52 1.17 ~ m
FERTILIZE, AND MULCH DAMAGED qR G IS NOT NECESSARY. RESEED, EAS IMMEDIATELY. ESEED, 2610 2640 2.5 22 48 17 3 i.39 1-39 43 35 61 4.08 1.36 ~ ~
2502 2520 3 20 42 14 ~ ~ 34 56 3.91 1.30
FORMULAS USED•
~ Sediment Storage Required =1t3000.F. x Disturbed Area (AC}
Sediment Storage Provided =Length(at midpoint) x Width(at midpoint) x De th °opj``~'t 2001 P av~L~x assoge~ -t_ Q 10 = ciA; A = Drainage area to basin N a~,ts Reserved. a
of t.~ content of 7i: ~-~-~c'_ a eir: Qweir = eLH312 d~erpn, y
~Ap p'8. 2 NOWT 3 I,G N (n .:,ole a in pa!t, .=-•z. a'.".s~ eT- sent of gNLTIX ASS" %i., 's
93 CLAY T. E DIANNE G, STRICK PRq~TID.
P.B. 20 LAND PG. 237
D.B, 1347 PG. 535
CREEK HAS BEE
LOCA N FIELD NOTE: 50' TAR-PAM I TED ON WESTERN SUFFER TO LCO ~ ~ n~ AMLICO t:
CREEK BANK. CENTER BE PRESERVED Ay LINE OF ALLEN SPRIN ESERV Ay U ED NDISN - ~'`a
BRANCH IS PRO G
LINE. PERTY
- .
ALLEN SPRING . ~ ~ BRANCH ~ ~ : G : , - ~ fi
.l
0 ~ ~ - ~ ' ~ 1 C
P ~ _ _ 'r . •
~ i :rte... ~ : ~ ~ ` , . mot.. V a,'-r^sa^ - ~r m.. ~ f
I~ ~ ~ J ~ ~ _ LOT I

P.B. 23 PG. 93..•
. , ~ • • 1• O
..f i 5 ~I~ ~-~P I o ~•IP Q
GL~ ~ . - ~nM~r I~ N-3 f ~ ~ ~ ~ _ p p -
r ( - ~ ~ ~ = -
;W=8.5 8 ~ h,. V't _ f... ~ - ~r
w... f
. . .:z-....... srtr - a l~~ • ' ~ 1
~ ~ r~`.~ DORINDA D. NORTON : ' I ~ Y ~
• LOT 2 I • 54.T ~fl~ P.B. 23 PG. 93 .
1 • • , 2/ RIP G / LO _ 7 151. , .....r , . . ~ ••200''
?qr _ y....• ;000 d ...-....f,~........~.,~~ ~ .~ft ~ ~ .~ft. ~ /
~ P. 6 P?~G~ r ! , . ~ o ~ ~ I ,~r N _ _
~ ~ o . 3~r~ooo ~ , • , sq, ft. ~ o ~ •
sr(,r 8 NOTE TEMP. ~ I ~ ~ Air......
: : o~. . , CUL-DE- l ,k ~ . r 4+1$.38 ........220" I I:~~ A •r LOT 8 . + g
• \ k ~ - ~ ' • ~ 4 \
i.. N
. .+00 o ~Op LAPRON TO BE 3
~1.. ~ , L=6 FEET ! J • 49.65' I ' 3+ ~ W=3.q FEET'
~ ~ 54. S ~ $q, ~ , i F . CLASS I RIP RAP g i - • , .
i.. R N~ \ ••r..... ~ A: Ro ~ '4g 'art F- ' _ -
: ~ - TRACT 2 ~ s ~ / V ~ : S ,
MR ROMIE M. TURNER HEIRS / 2 0 , • P.B. Iq PG. 80 1$1.:~ pRl • c~ Vq 7' tY ~ 30 7 sq, ft. i ~ . . E !
~ .........12,04, ~ ;55 45q ~ . o 7 ~ w _o I ~
0~ ~ - 9 . ........~9^ NOTE:•.TWER~ IS • ~ IS RCP I
al ~ BUFFER 50' ARIAN
. ON EACH SI ` ~ • ~'i ~ OF INTERM11fAN E M, T .STR ~.~"arr'q`~' ~ , ' ft. 1 ~ a e'• 0 ~ - - - - - LOT I
/ . T1~IS' b~E~...To' p~I,,ydIN / ..•~1 11 I P.B. 23 PG. 93
. • 11U1,1 LLOIUAI, ll . , ~ ~ n1~ECJ Q ; t~r~r ' IiCIIUIII ~ ' I.•' • i...... I •
11.NS ~t 5 ~ •01~ • ~ IONS ~ ~ ' I T To Ex~TI>- ~ ~ ~ . .'i,\ 30, 002..sq, ~ I ~ : N~r•.: L. I I
i?~1tNC~ D(S DITCH TllR~ PLEASE NOTE: Qro 5,(961 SS D((t / . I m_ I - ~
FIBER OPTIC LINE ~ 5 n +o Stabi ' 6zation RUNS ALONG R/W Igl ~ • ~ ~ ~ I I - -
ACROSS PROJECT • N C
( ENTRANCE. BEFORE '
2'r73 ,D 3:I DIGGING CALL ULOC "J a 0 .030 ,q2 G3~ OR UTILITY COMPANY. N ~ TIE LINE " SI2'00`22"E NGGS MONUMENT
. o . 'BRADLEY' ~ ! +00 ............2g7,~;.4..-......... 1190.07' tr L _ . NAD 83 GRID COORDS. • CL
2A 2 z2 ° o,a30 3• ~ N~ N = 781,032.703
~ o ~ 3 z,go o,o 'D3o 5.47 N~ G3 E = 2, 26 q, 740.582 TO TAR RIVER I.I MILE GRAVEL
'I 1,5 0.030 3 .5t Nay ~ TO S.R. 1921 CONS~T trrrr ENTRANCE SOUTH N.C. 581 rrjr,~,
b'~ Z•26 3.1 I, r, S 9 o.oio 2. L = IDO' (60' PUBLIC R/W) H Cfiq -
o. 210 2 , 3:1 31 Nay SG I So ~ I.5 9 a o.o F~ _ r,
0.64 6.4 ;:I 30 1•~4 NtG SGISo 6~11~1 1a1 ; . r ~ . ~IXtIR~ ~Fa = ~.a (•45G~.
I' S ° o . 8 .030 3,?Z NAG SG .4 3sl I,r, ~ 150 SFAL
0 0' .29 8 ! ~ I o30 1297
2 0.95 3; t N~s~ G 35a I.5 9 0 c- .It~ ~G I~•
0.03o I, 85 N U ~ 0,11v o.9S 3:1 1,5 ISd Ire,
9 o a. o o IZIP- ItA 1.25 N>~fa Scl~ Y Ian-ItA_P A~~IZO~r nln ~ ~ ~
~i-NSI OnS • . CONSTRUCTION SEQUENC
STRUCTURE N E I. OBTAIN GRADIN Drown b . G PERMIT FROM THE NCDENR, y
Vo ZONE ~ ZONE LENGTH WIDTH LAND QUALITY SECTION. TH DEPTH COMMENTS ~ 2. SET UP PRE-CONSTRUCTION CON
GENERAL NOTE ~~~~-r ~ EROSION CONTROL tN FERENCE ON-SITE WITH THE A rove
S q 7 i. STABILIZATION IS THE BEST FORM OF GU i r SPECTOR (TELEPHONE q19-571-4700) Pp d by rJ• S ( G TO DISCUSS EROSI(xJ CONTRD r l-~5S ~ ~tp ~oP L MEASURES. TH
TEMPORARY SEEDING IS NECE EROSION CONTROL, t-V~I~ 2 (p~ 2 ~ NoV~h m oN LARGE DENUDED A SSARY TO ACHIEVE EROSION CONTROL 2 ~ ~ 3. INSTALL STONE COt`tSTRUCTION ENTRANCE, SILT DIVERSION pj, ~j' rj ~ G DITCHES AND SEDIMENT BASINS. CLEAR ON Date:
~ Gre.~ G RE REAS AND ESPECIALLY WHEN ~ IS G-yrZ~leYl QUIRED AS PART OF THE CON SPECIFICALLY L.f•SS I ~p ~i,P TO CONSTRUCT TN - LY AS NECESSARY - ESE t-1EASURES. 8-9-20C
No?f~ ~~u, , I t ma~}I• TN STRUCTION SEQUEN _ l0bh Faroe, SGlcp IS E PLAN. ALL DENUDED AREAS LEFT CE SHOWN ~ tGn~ ~ WORKING D EXPOSED WILL WITHIN 4. CALL qlq-571-4700 FOR AN ON SITE INSPECTION BY EROSION CONTROL INSPECT02. WHEN APPROVED, BEGIN CLEARING AND p
(,gr,,l_ c~m~r AYS OR 30 CALENDAR DA 15 GRADING, WHICHEVER PERT YS OF ANY PHASE OF GRUBBING OF THE SITE. J b name:
~ GRAPHICS ~xa{E 2. SITE AREA: 0D IS SHORTER, BE SEEDED AND b CALE F~ 28.05 AC MULCHED. J RE ~ ~6 p DISTURBED AREA: S 5, MAINTAIN EROSION CONTROL DEVICES AS NEEDED. SRIC581
~ ~9 ~ 100 2ao SOIL TYPE: ACRES 6, STABILIZE THE SITE AS AREAS ARE BROUGHT TO FINAL GRADE. 7, ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
~ ~ 400 3. ANY LAND DIS ~p 00 C TURBING ACTIVITY GREATER THAN 5 ACCARDANCE WITH THE NC EROSION AND SEDIMENT CONTROL
ONDITIONS OF THE GENERAL PERMIT TO ACRES REQUIRES COMPLIANCE WITH ALL Q~ 4 NATIONA DISCHARGE S P L POLLUTANT DISCHARGE ELIMINA TORM WATER UNDER THE PLANNING AND DESIGN MANUALS US DEPT. OF A RI Scale: US SOIL CONSERVATfG~I SERVICE. G CULTURE, 1 „_100, ,
(IN SET) ANY PERMIT NON COMPLIANCE IS TION SYSTEM (PERMIT N0. NCG010000 . 8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY
MAY RE~JI~~QF ~"~G.,o.-rM~.~~ A VIOLATION OF THE CI_FAN werGO e~T ) MAINTAIN DI I FDnG1 N.I ~iYa1Tr-•~i _ v
1 incn = wD ft. ` 1 A(, I ION BY THE NORTH CAROLINA DEPARTMENTnU OF ENVIRONMENT HEALTH, AND NATURAL TO MINIMIZE EROSI THE CONTRACTORS U STRUCTURES
RESOURCES. -C--5;s THbf•l I~ of "JU~Zt5t7IG o CONTACT WITH THE EROSION ALL MAINTAIN CONTROL INSPECTOR
Tt Np(. GF{bIJN~ is Ta B~ 1Mp~ (@ -v~vEFr N t, 2 SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. Sheet No.
I 11' f f~ SSp~Z. Y
L! 2 of

SEEDBED PREPARA SEEDING MIXTURE w (6 u~l., TION NOTES: sPECI ES RATE (LB/ACRE 00
roP of BERN I, SURFAC TALL ~ E WATER CONTROL MEASURES TO BE INSTALLS FESCUE ~ I' FREEBDARD (NIN.~ ACCORDIN D SERICEA L O REFERENCE: BEING THE LAND OF
ocslcN Nlcli wAtER G TO PLAN. ESPEDEZA 2. AREAS TO BE SEEDED SHAL KOBE LESPEDEZA 20 SPILLWAY CREST , tYIN) L BE RIPPED CLAY T. ~ DIANNE G. STRICKLAND DESCRIBED ISS • IRON STAKE SET ~
uAxluw IEYEE OF SEDIUENr ~ LS "DEEP. _ WITH AVAILABLE TOPSOIL 3 AND SPREAD 10 tauN aASIN our wNEN f' uAx. - TS AND D TES• IN DEED BOOK q51 PAGE 158. EIS o EXISTING IRON STAKE i EPK ® EXISTING PiC NAIL ~
3. LOOSE ROCKS R00 SEEDING NO r,a5 EEVEL REACHED) DEUN our srAKE u• wASNEO sroNE ~ THER OBSTRUC BE REMOVED FROM THE SURFACE TIONS SHALL I, AFTER AUGUST 15 USE UNSC ~ h PKS ~ PK NAIL SETT
e ~ N' : e• wa. SO THA ARIFIED NOT INTERFERE WI T THEY WILL 2. WHERE SERICEA SEED. s=='• TAI TN PERIODI E ESTABLISHMENT AND MAINTENANCE SERICEA C MOWING IS PLANNED OR NEAT APPEARANCE IS DESIRED _ t=,: OF VEGETATION. SURFACE FOR FINA AND INCREASE KOBE ,OMIT ECM p IXISTING CONCRETE MONUMENT m CP 0 COMPUTED POINT ~ ~ ^
L SEEDBED 3. TO EXTEND SPRIN LESPEDEZA TO 40 LB/ACRE. IRED, OMIT PP POWER POLE N
PREPARATION, AT FINISHED GRADE G SEEDIN S SHOWN, SHALL BE MUDAGRASS. NOW G DATA INTO JUNE, ADD 15 LB/ACRE NULLED BER- REASONABLY SMOOTH AND UNIFORM EVER AFTER M - R/W RIGHT OF IhAY ~ ~ ii ~ 0 N LED BER- RRS • RAILROAD SPIKE SET I ~ 0 ~
~m aw 4. IF NO SOIL CO E ~ ID APRIL IT IS PREFERABLE TO SE T B TEST IS TAKEN, FERTILIZER AND LIME TO V R. ED TEMPORAR' TEMPORARY ERR o EXISTINu RAILROAD SPIKE I-~' l ~ C~/ J l
' I E ACCORDING TO SEEDING SPECIFICATIONS NURSE PLANTS: e' ~ IN ADDITION, PROVIDE 15 LBS./ 1000 ABOVE. BETWEEN MAY I AND AUGUST 15 A PED ~ PHONE PEDISTAL ~ < 3
PHOSPHATE. S.F. OF SUPER- SUDANGRASS. PRIOR TO ~ DD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE ~ MAY I OR AFTER ~ I = ~ 15LB/ACRE ~
SEEDING DATES: AUGUST 15 ADD 40 LB/ACRE RYE(GRAIN 3' cuss . 5. IF A SOIL TEST IS TAKEN, PROVIDE FERTILI I I ~ SIDE$r RIP RAP UP (i0• MIN) RIP RAD ZER AN RYE(GRAIN). PROPERTY ZONED A-1 58i FLOODS 3 PARCEL ID # 276400+86547 ~ I C;~APEL to
~ ! ~ ~ ~ o sPluwAr~ LIME ACCORDING TO SOIL TEST REPORT. D BEST ' -i---- f 6. FERTILIZER AND LIME SHALL FALL: AU _ POSSIBLE ~ ~~slu FENCE r sEE BSSIN sECnoN faa,E E S01 LATE WINTER: MINIMUM SETBACKS FRONT 50 TC ~pK~N~ ~CP= ~
AND MIXED WITH TH BE APPLIED UNIFORMLY G• 25 SEPT. 15 AUG. 20-OCT. 25 L DURING SEEDBED PREPARATION. FALL IS B FEB• 15-MAR. 21 FEB.I-APR. 15 ~ i y \ ~ 7, ADDITIONAL EROSION CONTROL M ~ I~ n1 REAR 30 ~ ~ ~
EASURES MAY BE EST FOR TALL FESCUE AND LATE WINTER REQUIRED DEPENDING ON FIELD CONDITIONS OF KOBE LESPEDEZA OVER FALL SEEDED FOR LESPEDEZAS. OVERSEEDIN ~ c+Rr„ Bta• z srABaltE DunEr arcR ro w ~ fESCUE IS SIDE 15 J~' ~ ~ ~ r II ti ~ •0 OVERSEEDING SIDE CORNER 25 ~ 0
8. MJLCH TO BE TACKED OR SOIL AMENDMENTS: VERY EFFECTIVE. I M ~ \f END OF DIStURBED AREA •1 M C (uArERla; sPEaFIEO e~ ENCIN \ , : !s w~sNEO sroNE WITHI E HANICALLY TIED DOWN EERY ti N TWO DAYS AFTER MU C APPLY LIME AND FERTILIZ F'~ p t`- r
\ L N IS SPREAD. ER ACCORDING TO SOIL TES o~r~~ GROUND AGRICULTURAL LI T, OR APPLY 4,000 LB/ACRE MESTONE AND I,OOOLB/ACRE 10-10-10 FERTILIZER. ~ LB/AC ~ ~ n- ~ RE ~T
°~cH MULCH: ER. V I c, . CIN I TY AP NTS ~ z
APPLY 4,000 LB/ACRE GRAIN STRA StEi FENCE ~ MULCH, ANCH W OF EQUIVALENT COVER OF ANOTHER SUITABLE " OR STRAW BY TACKING WITH ASPHAL . ~ R SUITABLE SEDI~E _ Z
a i r CRIMPING WITH A MULCH ANCHOR TOOL T, NETTING, OR ROVING OR BY 4N_4_F aERM___~p F~~ CAN A DISK WITH BLADES SET N NT BASIN DESIGN DATA SHEET ~G OR BY Sediment Disturbed Draina e to m ~
BE USED AS A MULCH ANCHORING TOOL. EARLY STRIGH• MAINTENANCE: ~RLY STRIGHT 9 S rage Storage Storage Sze mid Size bot Size x Basin Area AC Area AC Re to Q10 Weir ~ ulred Provided De th ft L W L W L W 0
REFERTILIZE IN THE SECOND YEAR UNL 1 1.25 1.25 2250 2280 cfs Le th ft ~ 3 19 40 13 34 33 54 3.52 1.17 ~
RIP RAP MOWED ONCE OR TWICE ESS GROWTH IS FULLY ADEQUATE. MAY BE SEDIMENT A YEAR, BUT MOWING IS NOT NEC BASIN FERTILIZE, AND MULCH ESSARY. RESEED, MAY BE 2 1.45 1.45 2610 2640 r- 2.5 22 48 17 43 35 61 4.08 1.36 ~ :ED, 3 1.39 1.39 250 Z
DAMAGED AREAS IMMEDIATELY. 2 2520 3 20 42 14 36 34 56 3
.91 1.30 ~
FORMULAS USED•
Sediment Storage Required =18000.F. x Disturbed Area (AC)
~ ' coPnp,t®. zoos Sediment Storage Provided =Length(at midpoint) x Width(at midpoint) x t?epth aVILTDC ASSOGATFS, Pf_ ~ . r
All Rights Reserved. R~.~t~ Q10 = ciA; A =Drainage area to basin the ~te~t o, m~
,:a,< ~Ap additrona or deietbne to -•s Weir: Qweir = eLFt312 l~ Mhde ar In port, rftr+-' sent of gNLiIX ASSOCo =}-.:s
p~s• ? NORT PROHIBITED.
3 AG. ~ 43 CLAY T. Q DIANNE G. STRICKLAND >.tia~~ -
- P.B. 20 PG. 237
D.B. 1347 PG. 535
CREEK HAS BEEN FIELD I ILICO _ ~y
LOCATED ON WESTERN NOTE: 50 TAR-PAMLICO CREEK BANK. CENTS BUFFER TO BE PRESERVED ~ UN :RVED ~ UNDISN
LINE OF AL R LEN SPRING
BRANCH IS PROPERTY LINE. w"4`,.
ALLEN SPRING B ~ / ~
' ~ RANCH . • _ .
• PA 0 1
~G - r =
Q~ - ~ - - ~ v
. r . 1 ~ , ~ v .r,.~a~:
P~ _ a ...........,a . •N LOT I ~
r.~; c~ -ti. P.B. 23 PG. 93... C~
O - .
~ < . ~ r ~
. ~~P ~ tM ~ 3 1............ elf ~~p ~D ~r i~ N ~ f, o _
. • I ~ t ; • ..........................175 . _ r p 3°I O -r
5o F; , ~ : rip . 185 gc-...
R~ :W.' r q i W
• . . ~ i ~ ~ c
srtr 3i T,. ~v ~ Y....~. ao....... : • : ~ a ~ wF . DORINDA D. NORTON ~ ~ ~ ti
~ ,....SILT 1~
,bP G • R?p rz f51, hCE P.B. 23 PG. q3
• LOT 6 .......r.......~.: 6 , , ~ ~ ~ W Uj .....r ~ 200•• f~• ! ~ j ~
_ / I' r ~ b • (+6G~5, . ~uT $lDlJ ..,.......,n• ~ v.~..-.•.. ~ ~s ~ ~ ...............ate / I r 1 ~ ti ~
: ~ . - _ • J ~ ~ o ~C•..... • ...30,000 sq, ft...~.......1
o~ ' l 1 ~ • ~ ,r 4 ...Ar.... .
' NOTE T ~ • ~ s(~r Dr • o EMP. (I ~s~ _ It.~- pr ~ ~ ~ . - 4+1$.38 ............220... f . - . q
. _ UL DE- N per LOT 8 ~ '
n • , J o
siir ~E ` 4• i:~ ; , ~ • ~ ~ 7 'APRON TD SE
c ~ L=6 FEET ~ A.. ~ 4q.6 .•~•23 ~
n , ~ _ • 3+ ~ ~o ~ ~ \ ~ 54.E ...$q... f~•.' i ?3, F ; 3+ ~ W~3.q FEET . AO - _ ~ F CLASS I RIP RAP + ! ~ I.00'
j. aN +Ob ~ - I . ~ -
~ ~ ~ / i ~ ~ . ~ ~ TRACT 2 t / ~ I~)
.............MRS. ROMIE ~ 0 • RNER i 0 z ~ I Q m ~ T q I p + ?~v • 1.90' ~~AT i 30 7 sq, ft. I ~ .
~ ~ HEIRS ? ~ { / - LOT 4 . G ~ ~ ..................Q P.B. Iq P ~•0 , ~ "u `55 45q a E~ ~ ~t I v f W ,o
o r N...... ~ u~i!
• . ..19o OTE• THERE IS A RIPARIAN ~ / : ~ ~ ~ ~ n° ~ u0i! 18" 'RCP L-~:`~
. BUFFER 50 ON EACH'SIDE ~ • ' - c.l LDT 3 r ~ ~ ~ _ 1 6.24 ~ - - swwr
• OF INTERMI1fANT .5 . TREAM. ! r0 ~ . ft. ~ , / ~ . r-- LOT ~'0.6 / u0i~ 1 ~ P.B. 23 PG. q3
~ UNDIS'NRI3Ep I i. - ~
.o~, ?I~TE~r AL , , ................................y~l • T'RAI'L Ti{ : Z OIU SIFT FE ' I CII llI11I1; ~ To EXfi~11" 30, 002., sq, ' ~ ~ J ~ L ~ I I
NSIONS ,.oF ~n C Izo6dvJ~ brr o y ~ ~M~,rr-s ~ INfAIC~ 17I~ P h.. O.bq Acres`., p Qtr' 30;1 ft. I . m
. ~ .TURB~j LEASE NOTE: DITCH Q 4c....~R~ FIBER OPTIC LINE J5~' io S,(961 SS
N0. D(ft) W(it) B(ft1 n V _ RUNS ALONG R/W IH:V) re Stabilization ACROSS PROJEC _ ~I - I fN L
T ENTRANCE. BEFORE -____J o R/W - ~ TI N
( DIGGING CALL ULOCO 2,03 .0 3~I oR U E LINE I r NCGS MONUMENT ~ . S12'00 22 E 'BRADL '
TILITY COMPANY. • ° 3,q2 N~ G 3~ Z I. to EY ~ IIg0.07' • GL - - - _
2A 2,22 0,030 3.~ N~ X150 NAD 83 GRID COORDS.
o•a 3:I ~ ~ ~ CL _ N = 781,032.703 E 2, 26q, 74G .562 i.l MILE GRAVEL ~ TO TAR Rly
I'S 9 0,030 3 2.s3o - 5.47 N~ G3 ~ o,0 3~1 1.5 TO S.R. Ig21 CONST ~~a~~~mu,~~
4 0.030 5, 51 NaG G ~ or ~ 2.26 3:I 351p ENTRANCE SOUTH N.C. 581 CA ~N RG L = 100' (60' PUBLIC R/W) Q,
° °,030 2.3 0,
S o.2~ 2.2G I N,~U SGI~o ~ 3:1 I•S 9 a ~ 0.030 . ~ ~ ~ ~t r ~ ~ Z ~ ~ , •FESS,o. • ; l p ~ I ~tJ ' . 9 - SIN ~ .'o
064 6,4 74 NtG 5c15o ;:I L 5 o D t~ T ~ tea- f~45~. :Q . SEAL
.D 3,?Z N~~ scl5o • 8 .4 3.1 I.S 9 12976 '..~`I'; G .
8 ° 0.030 .2a Nam G "s
IrZI o.95 3;1 350 I.5 9 0 0.030 I.85 N ~ ~15d IN Q~•` -
0.26 a.9S 3:1 1.5 RIP-KAI
9 ~ b• 030 .2 S N~~ SGI~ RIP-KAI' APRON DIA ~ ~ ~ ~ I, ~ 1LNSI0I~S ~ ~ Z . CONSTRUCTION SEQUENCE
Drawn by.
STRUCTUREN Vo ZONE LE I. OBTAIN GRADING PER, SIT FROM THE NCDENR, ZONE LENGTH WIDTH !-AND QUALITY SECTlrJN. TH
DEPTH COMMENTS 2. SET UP PRE-C.ONSTR'vCTION CONFERENCE ON-SITE WITH TN E Approved by.
1 GENERAL NOTES: 7 r ~ ~ EROSION CONTRO~ INSPECTOR (TELEPHONE qlq-571-4700 5.5 t TO DISCUSS EROSION CON ) TH
I. STABILIZATION IS TN 7EMPORA E BEST FORM OF EROSION CONTROL. 2 ~p 2 RY SEEDING IS NECESSARY TD ACHIEVE EROSI G ~ ~tP f~fP G TROL MEASURES. 2 ~5~ ~ 3. INSTALL STONE CON..-RUCTION ENTRANCE, SILT DIVERSION
ON LARGE DENUDED AREAS AND ESPECIALL ~ CONTROL ~ N°?~ ~n~wi~> R Y WHEN SP rj <j ~ G DITCHES AND SEDiM~*tT BASINS. CLEAR ONLY AS NECESSARY Dote: ~,~5 I ~1Y ~ TO CONSTRUCT l'HESE MEASUR - - 0 "
ti C~Ye.~„i (3r~ IS ~mz SQUIRED AS PART OF THE CONSTRUC I ECIFICALLY Nor ~ v1Pir?t ma~}I' THE PLAN. ALL DEN TON SEQUENCE SHOWN ON Es. 8 9 2 0 4. CALL qlq-571-4700 FCC AN ON SITE INSPECTION BY EROSION
~'r"~'I~~•h C~~,eh SGI~ •s UDED AREAS LEFT EXPOSED W I f6n~ o~ WORKING DAYS OR 30 CALEN ILL, WITHIN 15 (SBn+t - gyms DAR DAYS OF ANY PHASE CONTROL INSPECTCyR. WHEN APPROVED, BEGIN CLEARING AND Job name: GRUBBING OF THE s°-E. STRIC581
GRADING, WHICHEVER PERIOD IS SHOR OF 5, MAINTAIN EROSION COPiTROL DEVICES AS NEEDED.
~ GRAPHICS ~+a~ 2. SITE AREA: 28.05 A TER, BE SEEDED AND MULCHED. o CALE cREs 6 goo DISTURBED AREA: ACRES 6. STABILIZE THE SITE A~S AREAS ARE BROUGHT TO FINAL GRADE. 7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
/ ° 50 200 SOIL TYPE: ~ G\ +00 3. ANY LAND DISTURBING ACTIVITY GREA ACCORDANCE WITH T~-E NC EROSION AND SEDIMENT CONTROL Scole:
44 CONDITIONS OF THE GENERAL TER THAN 5 ACRES REQUIRES COMPLIANCE WITH ALL PLANNING AND DESK-ti MANUALS, US DEPT. OF AGRICULTURE, rr_ ~ H
b NATIONAL POLLUTANT DI PERMIT TO DISCHARGE STORM WATER UNDER THE US SOIL CONSERVATION SERVICE. 1 -100 8. THE CONTRACTOR 5!-!?~LL DILIGENTLY AND CONTINUOUSLY (V~
~ P ANY PER SCHARGE ELIM(NATIDN SYSTEM PERMIT F , MIT NON ~nMCi I ~ ~I~~ IC , . _ . ( NO. NCGntnr',nn ~
k in rZra. MAY REQUIRE ENFORCEMENT ACTION g L-AI I~ OF THE CLEAN HATER ACT AND "H'N i Ain ALL LW-0510N CONTROL DEVICES AND STRUCTURES i TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN
1 inch = 100 ft. OF ENVIRONMENT, HEALTH AND THE NORTH CAROLINA DEPARTMENT J NATURAL RESOURCES. CONTACT WITH THE EROSION CONTROL INSPECTOR
150 of J W gGYIoN~ <-H~~lt~~ ~5 To f3~ fMp SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT
(k~~.f'~~ Nb 40l t'~RMI? f5 fJ~55 APPROPRIATE STAGES OF CONSTRUCTION. Sheet No.
~I~.y.
of I NOW

FLOW
M4XIMUM LEVEL OF SEDIMENT -
(CLEAN BASIN OUT WHEN
THIS LEVEL REACHED)
I
0
all
C, vOvO�
Q 0
P
TOP OF BERM
1' WAX
CLEAN OUT STAKE 12' /5 WASHED STONE
z= /z
CARRY RIP RAP UP
SIDES OF SPILLWAY
`SILT FENCE
\ j
' STABILIZE OUTLET DITCH TO
\f END OF DISTURBED AREA
(MATERIAL SPECIFIED BY ENGINEER)
Otte,
SILT FENCE
3• j-- cuss 1
MIN.) RIP RAP
I(10'
IRON STAKE SET
SEE BASIN SECTION ABOVE
EXISTING IRON STAKE
EPK A
/5 WASHED STONE
PKS A
PK NAIL SET
L(z' MIN)
EXISTING CONCRETE MONUMENT
ELEVATION OFRFRM AND FI
TFR
RIP RAP SEDIMENT BASIN
�Ap
p'8 23NOR TN
PG 93
SEEDBED PREPARATION NOTES:
I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED
ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD
WITH AVAILABLE TOPSOIL 311 DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL
BE REMOVED FROM THE SURFACE 50 THAT THEY WILL
NOT INTERFERE WITH THE 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 SUPER-
PHOSPHATE.
5. IF A SOIL TEST IS TAKEN, PROVIDE FERTILIZER AND
LIME ACCORDING TO SOIL TEST REPORT.
G. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY
AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION.
7. ADDITIONAL EROSION CONTROL MEASURES MAY BE
REQUIRED DEPENDING ON FIELD CONDITIONS.
B. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN
WITHIN TWO DAYS AFTER MULCH IS SPREAD.
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 80
SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
SEEDING NOTES:
I. AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.
2. WHERE PERIODIC MOWING 15 PLANNED OR NEAT APPEARANCE IS DESIRED, OMIT
SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE.
EXTEND EREEDING DATA INTO
15 LB/ACRE HULLED BMUDAGRASS HOWEV,AFTER
MIIDAPRTS PREFERABLE TO SEED TEMPORARY
COVER.
NURSE PLANTS:
BETWEEN MAY I AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE(GRAIN).
SEEDING DATES:
BEST POSSIBLE
FALL: AUG. 25 -SEPT. 15 AUG. 20 -OGT. 25
LATE WINTER: FEB. 15 -MAR. 21 FEB.I-APR. 15
FALL 15 BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING
OF KOBE LESPEDEZA OVER FALL SEEDED FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO 501L TEST, OR APPLY 4,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND I,000LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY
CRIMPING WITH A MULCH ANCHOR TOOL. A DISK WITH BLADES SET NEARLY STRIGHT
CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH 15 FULLY ADEQUATE. MAY BE
MOWED ONCE OR TWICE A YEAR, BUT MOWING 15 NOT NECESSARY. RESEED,
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
REFERENCE: BEING THE LAND OF
CLAY T. 4 DIANNE G. STRICKLAND DESCRIBED
IN DEED BOOK q51 PAGE 158.
* LEGEND
155 •
IRON STAKE SET
EIS o
EXISTING IRON STAKE
EPK A
EXISTING PK NAIL
PKS A
PK NAIL SET
ECM p
EXISTING CONCRETE MONUMENT
CP 0
COMPUTED POINT
PP cQ.>
POWER POLE
R/W
RIGHT OF WAY
RRS •
RAILROAD SPIKE SET
ERR o
EXISTING RAILROAD SPIKE
PED ®
PHONE PEDISTAL
PROPERTY ZONED A-1
PARCEL
ID # 276400186547
MINIMUM
SETBACKS FRONT 50
W
REAR 30
cfs
SIDE 15
1
2
SIDE CORNER 25
c v S 1 T E' �()
1WY 581 [y FLOODS
CNAFEL
VICINITY MAP NTS
FORMULAS USED:
Sediment Storage Required = 1800C.F. x Disturbed Area (AC)
Sediment Storage Provided = Length(at midpoint) x Width(at midpoint) x Depth
Q10 = ci& A = Drainage area to basin
Weir: Qweir = cLH3/2
CLAY T. t DIANNE G. STRICKLAND
P.B. 20 PG. 237
D.B. 1347 PG. 535
CREEK HAS BEEN FIELD
LOCATED ON WESTERN NOTE: 501 TAR-PAMLICD i= _
CREEK BANK. CENTER BUFFER TO BE PRESERVED 040I5N
LINE OF ALLEN SPRING
BRANCH 15 PROPERTY- -,_
LINE. ......... ........
..............
ALLEN SPRING BRANCH
aL� .........
�-
1
e
�-�
t�_ - = o
- .................. . .'
.. max` .�
sa'
f
P _LOT I
.....--
_ .P.B.23 P
...........
.. ....1
............................................... .
....................... i
............... ............. ... _
. ............. ......
d
SEAM { � - ................. 177 . - - T ao
i'IZAI'LLOlUAL UIT'CII ll[111[sNSIONS : , \ - - _ - . .
r �, oo2Asq, �? U
-1/V I1�-i S(�'f FENCb 't p EX1�li 30;- it. I .
�.
--__ R�6hyV�Y bfl'C�l SE,(�M�Nt7'S �F �bJo1NINC� fltS PLEASE NOTE: ,// r .,� + - m I i
l
T� '. _ �5 L• En
DITCH Q10 Se(°i61 SS
d2E,�
FIBER OPTIC LINE
NO. D(ft) W(ft1 13(ft) �� : RUNS ALONG R/W
(H:V) V,o Stabilization - - - -....................................................................
ACROSS PROJECT - J
"10
ro
3: I
SEDIMENT BASIN DESIGN DATA SHEET
5.0
3:1
2 . zz
10.6,
3.1
iiment
Disturbed
Drainage
Storage
Storage
Storage
Size mid
Size bot
Size(top)
Q10
Wei
asin
Area AC
Area AC
Re uired
Provided
Depth ft
L W
L
W
L I W
cfs
Len th
1
2
1.25
1.45
1.25
2250
2280
3
19 40
13
34
33 54
3.52
1.17
3
1.39
1.45
1.39
2610
2502
2640
2.5
22 48
17
43
35 61
4-08
1.36
2520
3
20 42
14
36
34 56
3.91
1.30
FORMULAS USED:
Sediment Storage Required = 1800C.F. x Disturbed Area (AC)
Sediment Storage Provided = Length(at midpoint) x Width(at midpoint) x Depth
Q10 = ci& A = Drainage area to basin
Weir: Qweir = cLH3/2
CLAY T. t DIANNE G. STRICKLAND
P.B. 20 PG. 237
D.B. 1347 PG. 535
CREEK HAS BEEN FIELD
LOCATED ON WESTERN NOTE: 501 TAR-PAMLICD i= _
CREEK BANK. CENTER BUFFER TO BE PRESERVED 040I5N
LINE OF ALLEN SPRING
BRANCH 15 PROPERTY- -,_
LINE. ......... ........
..............
ALLEN SPRING BRANCH
aL� .........
�-
1
e
�-�
t�_ - = o
- .................. . .'
.. max` .�
sa'
f
P _LOT I
.....--
_ .P.B.23 P
...........
.. ....1
............................................... .
....................... i
............... ............. ... _
. ............. ......
d
SEAM { � - ................. 177 . - - T ao
i'IZAI'LLOlUAL UIT'CII ll[111[sNSIONS : , \ - - _ - . .
r �, oo2Asq, �? U
-1/V I1�-i S(�'f FENCb 't p EX1�li 30;- it. I .
�.
--__ R�6hyV�Y bfl'C�l SE,(�M�Nt7'S �F �bJo1NINC� fltS PLEASE NOTE: ,// r .,� + - m I i
l
T� '. _ �5 L• En
DITCH Q10 Se(°i61 SS
d2E,�
FIBER OPTIC LINE
NO. D(ft) W(ft1 13(ft) �� : RUNS ALONG R/W
(H:V) V,o Stabilization - - - -....................................................................
ACROSS PROJECT - J
"10
ro
3: I
- 1• I�
5.0
3:1
2 . zz
10.6,
3.1
2.130
0.0
3:1
• 9
:Z-26,
3:1
f�1,6Ca
G3�j s*
_
OR UTILITY
- --- - _ +00 ... .................................... .............. T,q•4•...........
'
o.o3a
3.
• 8
.4
3:1
1.21
0.95
3;1
N.46
G3
1..1 ..MILE.2............... CTZZAVEL CONST TO TAR RIVER
O S.R. Iq
. Tom........
1M
0.O3o 2.31 NSU scIGO Q. ? 2
0.030 1.74 NA6f 71sTtJlzt3� _ (45 - .
15 SGISo
0-00 3•2Z Nis& sc15o
I.5 i 0 0 030
�' S i o 0.030 1.85 N
1.15 �' I"O KIP -KAP AI'KON DIAZENSIONS
9 c a.o3o 1.25 N6c, SGI�
� Na✓+R �rn�,�>�. G�re.� G35o is �e�-vra
No✓i-!� �,wtc�•1�a>-, C�� sGlSo �s `'t�►''t rr,a�},;� .
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
)0
STRUCTURE NO.
Vo
cUl,r 1
�.Q
7
GENERAL NOTES:
.��•' '-•
.• 1 E TRANCE. BEFORE /W
I. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. �'vl-�I�i Z
TEMPORARY
gyp•
SEEDING IS NECESSARY TO ACHIEVE EROSION CONTRO_
ON LARGE DENUDED AREAS AND ESPECIALLY
rrnn
WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
THE PLAN. ALL
DIGGING ---... Ifig
LCOMP
• 9
b 0.030
3.92
f�1,6Ca
G3�j s*
_
OR UTILITY
- --- - _ +00 ... .................................... .............. T,q•4•...........
'
o.o3a
3.
N�
SG t So
................................... .
CL
........................................................................
........................... G ...................................................
t'S 9
o O,D30
rj.47
N.46
G3
1..1 ..MILE.2............... CTZZAVEL CONST TO TAR RIVER
O S.R. Iq
. Tom........
(, rj `j
o 0.030
5, 51
iVa6
G3„�,
:.� ... .
............................ .... .. ................ .. .............. ENTRANCE SOUTH N.C. 581
....... �.
L = 100' (60' PUBLIC R./W)
I5
M
S
Z (3
•T
m
.
0.O3o 2.31 NSU scIGO Q. ? 2
0.030 1.74 NA6f 71sTtJlzt3� _ (45 - .
15 SGISo
0-00 3•2Z Nis& sc15o
I.5 i 0 0 030
�' S i o 0.030 1.85 N
1.15 �' I"O KIP -KAP AI'KON DIAZENSIONS
9 c a.o3o 1.25 N6c, SGI�
� Na✓+R �rn�,�>�. G�re.� G35o is �e�-vra
No✓i-!� �,wtc�•1�a>-, C�� sGlSo �s `'t�►''t rr,a�},;� .
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
)0
STRUCTURE NO.
Vo
cUl,r 1
�.Q
7
GENERAL NOTES:
O
I. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. �'vl-�I�i Z
TEMPORARY
gyp•
SEEDING IS NECESSARY TO ACHIEVE EROSION CONTRO_
ON LARGE DENUDED AREAS AND ESPECIALLY
rrnn
WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
THE PLAN. ALL
DENUDED AREAS LEFT EXPOSED WILL, WITHIN 15
WORKING DAYS OR 30 CALENDAR DAYS OF ANY
PHASE OF
GRADING, WHIG--IEVER PERIOD IS SHORTER, BE SEEDED AND MULCHED.
2. SITE AREA: 26.05
+/- ACRES
DISTURBED AREA: ACRES
04
SOIL TYPE:
3. ANY LAND DISTURBING ACTIVITY GREATER THAN 5 ACRES REQUIRES COMPLIANCE WITH ALL
CONDITIONS OF THE GENERAL PERMIT TO
DISCHARGE STORM WATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO. NCG010000).
ANY PERMIT NON COMPLIANCE
IS A VIOLATION OF THE CLEAN WATER ACT AND
MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH
t/7
CAROLINA DEPARTMENT
OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES.
l
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SOL l Z
NCGS MONUMENT
'BRADLEY'
NAD 83 GRID COORDS.
N = 781, 032.703
E se 2,26q,740.582
CONSTRUCTION SEQUENCE:
I. OBTAIN GRADING PERMIT FROM THE NCDENR
LAND QUALITY SECTION.
2. SET UP PRE -CONSTRUCTION CONFERENCE ON -SI -E WITH THE
EROSION CONTROL INSPECTOR (TELEPHONE q1q--571-4700)
TO DISCUSS EROSION CONTROL MEASURES.
3. INSTALL STONE CONSTRUCTION ENTRANCE, SILT DIVERSION
DITCHES AND SEDIMENT BASINS, CLEAR ON-- AS NECESSARY
TO CONSTRUCT THESE MEASURES.
A. CALL qlq-571-4700 FOR AN ON SITE INSPECT:O'4 BY EROSION
CONTROL INSPECTOR. WHEN APPROVED, BEGIN CLEARING AND
GRUBBING OF THE SITE.
5. MAINTAIN EROSION CONTROL DEVICES AS NE=DE
G. STABILIZE THE SITE AS AREAS ARE BROUC-I-T TO FINAL GRADE.
7. ALL EROSION CONTROL MEASURES SHALL BE COP:STRUCTED IN
ACCORDANCE WITH THE NC EROSION AND SED t~_ENT CONTROL
PLANNING AND DESIGN MANUALS, US DEPT. O= AGRICULTURE,
US SOIL CONSERVATION SERVICE.
8. THE CONTRACTOR SHALL DILIGENTLY AND CONT ' :JOUSLY
MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
TO MINIMIZE EROSION. THE CONTRACTOR 5';A;_ MAINTAIN
CONTACT WITH THE EROSION CONTROL IN5=EC70R
SO THAT PERIODIC INSPECTIONS CAN BE FERF0Q,•`1ED AT
APPROPRIATE STAGES OF CONSTRUCTION.
F
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- .rte
w (6. WN. SEEDBED PR SEE ) EPARATION NO DING MIXTURE
i0P OF gE'Ry TES: sP I. SURFACE WATER CO ECIES RAT PREEeoAao (u.",) NTROL MEASUR TALL FESCUE E (LB/ACRE
DESIGN MCH WATER ACCORDING, ES TO BE INSTALL ~ TO PLAN, ED SERICEA LESPEDEZA ~ sPIEEwer cRESr r (~iN) 2. AREAS TO BE S 00 REFERENCE: BEING THE LAND OF ~ ~
"'Ax~NU>a EEVEI or sED,uENr EEDED SHA KOBE L 20 ('S' WITH AVAILABLE TOP LL BE RIPPED AND SPREAD ESPEDEZA (cEEw a+sw our wREN SOIL 3° 10 CLAY T. E DIANNE G. STRICKLAND DESCRIBE ISS • IRON STAKE SET ~
rNis EEvEI aucNEO) aEAN our srAxE <':r' 3. LOOSE ROCKS DEEP. IZ• j5 WASNEp STONE V' ROOTS AND OTHER OBST SEEDING NOTES: IN DEED BOOK q51 PAGE 15 D EIS o EXISTING IRONS ~ ~ 8. EPK ~ TAKE I
_ r ~ Z e. BE REMOyE ~ RUCTIONS 4Ax. D FROM THE SURFACE SO THAT SHALL I. AFTER AUGUST 15 U _ z= iz „x==` NOT INTERFER THEY WIL SE UNSCARI EXISTING PK NAIL C ~ PKS ~ PK NAIL SET I 1 ~ n
E WITH THE ESTABLISHMENT AN L 2• WHERE PERIODIC MOWIN FIED SERICEA SEED, - _ - OF VEGETATI D MAI G IS - ON, SURFACE FOR FINAL SEEDEE NTENANCE SERICEA AND INCREASE PLANNED OR NEAT APPEARANCE IS D ECM p EXISTING CONCRETE M ~ ~ ONUMErrT rn
PREPARATIO D KOBE L ESIRED N, AT FINISHED GRADES SHOW 3. TO EXTEND SPRIN ESPEDEZA TO 40 LB/ACRE. ,OMIT CP ~ COMPUTED POINT m :D, OMIT
REASONABL N SHALL G SEEDIN Y SMOOTH AND UNIFORM ' BE MUDAGRASS. G DATA INTO JUNE, ADD 15 1( N IP ~ 4. IF NO SOIL TEST IS TAKE CO HOWEVER, AVER MID-APRIL IT I ~/ACRE HULLED BER- PP ~'a, POWER POLE ~ ~ ^ R/W RIGHT OF WAY ~ N ~ BER-
N, FERTILIZER AND LIME TO VER' S PREFERABLE TO SEED TEMPORARY BE ACCORDING TO SEEDING S NURSE s IN ADDITIO PECIFICATIONS ABO PLANTS: RRS • RAILROAD SPIKES Q~ I r C ~ EMPORARY ET 6 p N
~ N, PROVIDE 15 LBS./ 1000 S.F. Q VE' BETWEEN MAY I AND PHOSPHATE. F SUPER- SUDAN AUGUST 15, ADD 10 LB/ACRE ERR o EXISTING RAILROAD SPIKE ~ - PED ®PHONE PEDISTAL I T E ~ .v
~ CARRY RIP RAP UP 5, IF A GRASS. PRIOR TO MAY I GERMAN MILLET OR 15LB/A cuss I SOIL TEST IS TAKEN PRO SEEDIN OR AFTER AUGUST I CRE I sIDES OF SPILLWAr ('o' RP RAP , VIDE FERTILIZER AN G DATES: 5 ADD 40 1-B/ACRE RY ~ / / ~ - LII"1E ACCORDING TO 50 D E(GRAIN . 3 > 8/ACRE _
IL TEST REPORT. $Eg ~ ~ T-- r b. FERTILIZER AN T ~ ~/--slir rE"cE r - - AND (-SIX D LIME SHALL BE APPLIED UNIF FALL: AUG. P055lBLE YE(GRAIN). PROPERTY ZONED ~ ~ A-1 .;WY 581 ~ rL0005 ~
~ sEE BASIN secnoN Aernt ED WITH THE SOIL ORMLY ~ 25-SEPT. 15 / / ~ ~ 7. ADDITIONAL DURING SEEDBED PREPA TE WINTER: PARCEL ID # 276400186547 ~W ~
FEB. 15-MAR. 21 AUG. 20-OCT. 25 EROSION CONTRO RATION. FALL / E`47" e J srAS„ R L MEASUR IS BEST F FEB.I-AP E@ EzE ounEr mrcN ro " _ SQUIRED DEPENDING ON FIELp ES MAY BE OR TALL FESCUE AND LATE WINTER FO R. 15 MINIMUM SETBACKS FRONT 50 0 ~.PRING HOPE > _NAPEL t/'y REAR 30 ~ ~
~ " "~f ENO of o~sruReEO ARE, 8. MU CONDITI OF KOBE LESPED R LESPEDEZAS. ~ LCH TO BE TA OHS, EZA OVER FALL SEE OVERSEEDI (AIA1ERiA~ SPEUFlEO Br ENGINEER ~ ~ I ~5 wASNED STONE EC M , CKED OR M SOIL A DED FESCUE IS NG 'ERSEEDING SIDE 15 ~ C ~
) , WITHIN TWO DAYS _ HANICALLY TIED DOWN ENDMENTS. VERY EFFECTIVE. ~r~~ AFTER MULCH IS SPREAD. APPLY LIME AND FERTILIZER AC SIDE CORNER 25 ~ ~
°'kH GROUND AGRICULTURAL LI CORDING TO SOIL TEST, OR APPLY 4 MESTON 000 LB/A ~/ACR ~ ~ ~ E ~ t`
MULCH: E AND I,000LB/ACRE 10-10-10 ` CRE s'E' EENCE FERTILI APPLY 4,000 LB/A ZER. x CRE GRAIN STRAW OF EQUI ~ N
MULCH. ANCHOR STRAW BY TACKIN W VALENT COVER OF ANOTHER SUITABL ATION OF B RM AND Fl rF CRIMPIN G ITN ASPHALT E V I ~I N I Y A P SUITABLE NTS U ~ Z U
G WITH A MULCH ANCHOR TOOL. A DI ' NETTING, ~ ROVING OR BY CAN BE USED AS A MULCH ANCHORING SK WITH BLADES SET NEARLY STRI H OR BY _ SEDIMENT BASIN DESI ' ~ ~ Sediment Disturbed Drai GN DATA SHEET z
MAINTENANCE: TOOL. G T ~ STRIGHT Wage Storage Stora a Basin Area AC Area AC 9 Storage Size mid Size bot - m 3
RIP RAP REFERTILIZE IN SEDIMEN THE SECOND YEAR UNLESS T BASIN MOWED ONCE OR GROWTH IS FULLY Re wired Provided De ~ Size;'to Q10 Weir > x 1 1.25 1.25 225 ~ L W L W L YJ cf O m
TWICE A YEAR, BUT MOWING IS NOT N ADEQUATE. MAY BE FERTILIZE, AND MULCH DAMAGED AREA ECESSARY. RESEED IAY BE 2 1.45 0 2280 3 19 40 s Len th ft ~ ~ ~ 1.45 2610 26.40 13 34 33 54 3.52 1.17 N r- m
S IMMEDIATELY, ` 3 1.39 1.39 2.5 22 48 17 43 35 61 2502 2520 4.08 1.36 r -p
3 20 42 14 36 34 ~ -p 3.91 1.30
FORMULAS USED' - ~4;,~.;„y Sediment Storage Required =18000.F, x Disturbed Area AC
Sediment Storage Provided = Length(at midpoint x Width at mid i t W . ht
Q10 = ci - ~ ( po n j x Depth caPKg m. zoo A, A -Drainage area to basin awLTEK ASSOgAT~
p Mqp .8. 2 No,~T Atl Rights ReseveG -~n-~'^ ar vss Weir. Qweir = cLH312 ar the content of tt~ :r~sr'^c': or
3 '°G. N 93 CLAY T, ! oddltions or ddethr:s = ~mait In rhde or In Part, ~ .ritten ar- sent of g1AL1}]C A~J+l P.A., h
DIANNE G. STRICKLAND P,B, 20 PG. 237 PROHIBITED.
D.B. 1347 PG. 535
CREEK HAS BE LOCAT EN FIELD NOTE: 50' TA - ED ON WESTERN BUFFER R PAMLICO
CREEK BANK. C N TO BE PRESERV A5 V ~ t. .D A5 UNDISN ~ -
LINE OF E TER ED NDISTI ALLEN SPRING BRANCH IS PROPERTY `
LINE.
ALLEN SPRING B t` ~ RANCH
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o 54 • ~ S ' W=3.q FEET ~ _ ~
``c ~ ~ ~ R P ~'Nq: F . CLASS I RIP RAP + : ~ r , • - - _ ~ . I.00
r RACT 2 ..........MRS. ROM t ~ ~ ~ ~ S /V ~ ~ Q- E~ rT:_
• IE M, TURNER HEIRS ~ ~ ~ ~ ~ ~ l~~ , / ~ LOT 4 ' P.B. Iq PG. 80 P T q
4/g ~ , 'OQ' "X = '5 l ~ 5,45q sq, ft. ~ ` ~iy o a~ w ~ ~ r • I v
o ~ ~ I r i
4~ N NOTE:•'THERE~ IS A RIPARIA • ~ ~nI / ~ ~nI ~ IS RCP L -
. BUFFER 50' ON EACH' ~ ~ / ~ IDS OF (NTERMITANT .S T :OT 3 ~ _ l 6.24
TREAM ' ~ 3 1 ' I \ TH S o 2E l : ~ 0•b / ~ ~0.6- t0/ ~ i tY : ~ - - - - - LOT I •
. UNDISTUIzp,EtJ ~ . OIUAI, lll i'C1I lllh ~ f ~ ~r~r 6.0 , ......................y~?!t1-l SIB ~ 11 _ i ~ P.B. 23 F'G. q3 i......
1LNSi0NS ' ~ • F~NC~ To E o~ - ~ - I ~ ~ i L. ~ I ~ 30,002.. Sy, ~ ~ 1 : N
DITCH , \ tsbJplNfNC~ fltS Qlo S,(%) SS 2 P
N0. D(Itl W ( 40.. :T~~ LEASE NOTE: (U B((t) FIBS ~5 IH:V) Vio $tabili R OPTIC LINE f
zafion RUNS ALONG R/W I i _ _ I
ACROSS PROJECT I 2,0 ENTRA 3 ,D 3~ I NCE, BEFORE • N
' ~ DIGGING CALL ULOCO 2 ~ ° 0.030 o - ' TIE L Nr 'v~
OR UTILITY COMPANY. . , 3: I 2 '6'U G 3'~ 2A z.~2 ° o,a3o 3 ~ SI2'CO'22`E NGGS MONUMENT
o -3.1 l.5 ° ~I`~ CL - _....................2g7,gq!........... "BRADLEY" a~ 1190.07' NAD 83 GRID COORDS ~
3 ~ 0.030 7'~ o,0 3:i '47 N'6'b G3 ' r, N = 781, 032.703 L..._.........
) • 5 o 0,030 3 . 80 2.11, 3: I ISG G r~ ~ . I.I MILE TO TAR RIVER E = 2,26q,740.582 ................................TO S.R. Ig21 RAVEL CONS'T
) 1.5 5 0 ~ 0,030 Z, ENTRANCE SOUTH N.C. 581 I ,S~ilTUi"rri
Z, ~ 3:I 31 Nay X150 L = 100 (60' PUBLIC R/W) CA - `'psi
0,6 ~ 1.74 f ~ 4 6,4 ;;I i N G SGiSo . 5 0 ~ ~?I5 f P ~ ~IM~~1r o 4 . ~ , ~~IN N~ 2 ; ,o , , ,
8 .0 3, ~2. N~~ 4 3:( I,r, ~ $G15o 1?ISTIJizt3;?D - r : 'tiESSI~ ~ , - I.45~. o .~e -
8 I, i ° °`030 .2~ Q = SEAL
2 0.95 3; I I, 1~~ G 350 5 9 0 = 1297E
°.03o I. a5 N U x F~~'•~i `
~ c °.o 0 3 I.25 N~~ sc ~ .r ` ,
i 5r~ KIP-IZAI AI I~ ZA.I AI RON I DIAZLNSIONS
CONSTRUCTION ~ •'a.~t .,FQUFNCE:
STRUCTURE N0. Vo ZONE LENGTH I. OBTAIN GRADING PERMIT FR Drawn b . LENGTH OM THE NC7ENR, Y
GENERAL NOTES: ~L~~r ~ WIDTH DEPTH COM LAND QUALITY SECTION. TH MENTS 2. SET UP PRE-CONSTRUCTION CONFERENCE
I . STA q 7 BILIZATION IS THE BEST FOR 10 r ~ r EROSION CONTROL INSPECTOR ~ a _E WITH THE ,
• TEMPORARY SEEDING IS M OF EROSION CONTROL. WUV~ Z ~ Noy}(, O NECESSARY TO ~ 2 ~ 5' S ~ G TO (TELEPl~ONE ,l -~71-4700 ^pproved by. ~ ~tp P DISCUSS EROSION CONTROL MEASUR ) ~ 3. INSTALL STONE CONS - TH
QYherl ~ Uri A N LARGE DENUDED AREAS ACHIEVE EROSION CONTROL I G3~ Is G'vr2yl REQUIRED AS PAR ND ESPECIALLY WHEN SPECIFIC ALLY B~ ~ ~ S t DITCHES AN TRUCTIDN ENTRAtvG'E, S.L DIVERSION G[~5 ~ D SEDIML"NT BASINS. CLEAR ONLY AS NECESSARY vote:
N°~tl~ ~'Y`o?' pan ~ tna~-Ih T OF THE CONSTRUC I U~ SGI~,p IS THE PLAN. ALL DENUDE TION SEQUENCE SHOWN ON fiGnzl b~?d ~ D AREAS LE TO CONSTRUCT THESE MEASURES.
f ~~n,~_ WORKING DAYS OR 30 ~ EXPOSED WILL, WITHIN I C+ ~ GRADING WHICH CALENDAR DAYS OF ANY PHASE 0 5 4. CALL qlq-571-4700 FOR AN ON SITE INSPECTOOr. 31' 8-9-20C CONTROL INSPECTOR. WHEN APPROVED B= EROSION
GRAPHICS )'ka}I EVER PERIOD IS SHOR F / ~ GALE 2. SITE AREA: TER, BE SEEDED GRUBBING OF THE SITE. -GII` ~LEARING AND ;ob name:
~ ~0 DISTURBS 28'~ ACRES AND MULCHED. NQ ~ ~ 10° zoo SOIL D AREA: ACRES Op ~ 3. TYPE: 5. h'fAINTAIN EROSION CONTROL DEVICES AS N.ED=)?. STRIC581 6. STABILIZE THE SITE AS AREAS ARE BROUG-~T -C FINA
ANY LAND DISTURBING ACTIVITY a Ob CONDITIONS GREATER THAN 5 A 7. ALL EROSION CONTROL MEASURES SHALL 8= L GRADE.
~ P OF THE GENERAL PERMIT TO DI ORES REQUIRES COMPLIANCE WITH NATIONAL PO L SCHARGE ALL ACCORDANCE WITH THE NC EROSION A " - GO~,STRUCTED IN PLANNING AND DESIGN MANUA hD S=DIt~E;N7 CONTROL kale:
L UTANT DlSCNARGE ELIMINATION STORM WATER UNDER THE (IN FEET) ANY PERMIT NON COMPLIAN SYSTEM (PERMIT NO US SOiL CONSERVA I LS, US DEPT. OF F.GRICULTURE, T ON SERVICE, 1 ~~=100' 7
MAY REQUIRE ENFORC CE IS A VIOLATION OF THE CLEAN NCG010000), 1 inch = 100 it. OF EMENT ACTION BY TH WATER ACT AND ENVIRONMENT. uFei ru A.In . E NORTH CAROI (Ne nFDA~rnn r.i-r 8. THE CONTRACTOR SHALL DILIGENTLY Ar\D C-~IT MAINTAIN ALL EROSION CONTRnI nFlilrr=c ~ ~~S~Y..__
4. L-r jJ ` r'`t rYL nH UKAL RESOURCES. cry TA T7 N TO MINIMIZE EROSION. THE CONTRACTOR 5-1xALI MA NTA N 5
f ~ of JUWS~G foN ' T pt. ~?JN~t, Is Ta f~ lM (@ c.UlvE~r N • 2 E'~c(~D CONTACT WITH THE EROSION CONTROL INSPECTOCZ SO THAT PERIODIC INSPECTIONS CAN BE PER-ac'1ED A
f H~~{~z~ Na o 4 ! err is N~ss~s~. APPROPRIATE STAGES OF CONSTRUCTION. T
7eet .
f

O
R..~=~-'+C_: E'sEING THE LAND OF * c Cam" ~ 4.'dtiE G. STRICKLAND DESGRI>r~ r55 • IRON STAKE SET
D.=D BOOK 951 PAGE 158. EIS o EXISTING "RON STA.C_ ~ ~ - EPK A EXISTING F'K NAIL ~
PKS A PK NAIL SET ~ ~ c
ECM p EXISTING C;ONCRETc Mr~._ '=':T ~ ~
CP ~ COMPUTED POINT PP POr~ER POLE ~
R/W RiGNT OF 'r~lA7 _ p N
RRS • RAILROAD SPIKE S- - .N ERR o EXISTING RAILRO~ 5= ~
PED ®P~IONE PEi)ISTAL I 3 ~ I - ~
_ ~
- _ _ N
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4 +`lt -c 1
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VICINIT M P N~ ~ • Y A Z~
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r~x~t®, 4oD1 pNLTEK ASSOgATES, PA All Rlghte Reserved. ReprooL~=v T .x
of the content of thb dxr-c= z oddRione or de!etlone to ih': sr-1"s~~'
h while or N part, rlthout eenl of dNL1EK ASSOpATES. =t_ a
PRgiIBIIEp.
CLA" T. t DIANNE G. STRICKLAN); P.B. 20 PG. 237
D_B. 1347 PG. 535
CREEK 1-A5 =1cLD LOCATED ~==;=Kh
CREEK EA.NK. ~~'.T_R
LINE 0= A._.L.=~ S.=~ i "JC- BRANCN IS ~RG~=?cTl'
LINE. ~ ~^i
i~~` O fi
ALLEN SPRING BRANCH
L~ i
¢P~ _ . ~ _ . _ ~ X01( ~ • r.. S. ~ ~ d'~~S
2~ ~ ~ ©ys
~Q ' - o ~ ~1~»~ ~ q fi
~ • - P~' - 1 ~ I_oT I ~ - 0 +
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W ~ w _ ~ ~ _ _ _ ~
- - ti
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TO BE DEV~~ _ DORINDA D. ~,JRTON ' LOT 2 -
AT A LATTER GET=. \ - 1 ' P.B. 23 PG 93 ~5I , _ ~F
~ ~ ~ \ 4' LG- 6 ~ _ _ ' ~ 2~~ ~ ~ v
..a a ~ o.E~..-,~ , ! ~ ~ ~ - m ' -
~ NOTE: TEi1 LCD - _ P. ~ r L4T'7 ~ ~ _
CUL-DE-SAC - ~ , 3Q; 000 ~ ~ ~ a
E _ O~ 14+18~ _ - 50~
_ ~ .I 8 ~ - RAID. l _ _ ......r....
_ / ~ - ~ ` ~ ` / ` \ 002 f ~ + / n.6a lc-~ - ~ ~ ~ .
~ ~
- ~ i -J
- i ' ~ / / i SOT 5 ~ ~ 3 ~d. 2 .65 3 r ~ _
`J~c ~ ~ ~ 54,263 sq, Ft. ~ _ _ ~ ~ / 3.~ ~ x.- ~ o i .00 l':`
~ ~ 24 Acres ~ ~ ~ "~'hh%4 ~l JZ I C'? - ~ L.dT a
~ ~ ~ ~ ~ ~ ~ ~ TRACT 2
\ _ _ 151. P'fRS. ROMIE M. TU2t~tER N_=IRS 50.00- - - ~ ~ ~ LOT 4 151.. ~ R~l/ cti E307 sq, f _ - - - - 5b ATE - ~ ~ Ri1y ~ _G ' >
- ?.04, 55, 459 sq, ft. P.B. 19 PG. SO ~ ~ - 1.27 Arras ~ \ ~ L ` '.1! ~ r'~
~ ~ e. e: ~ t
ERE IS A R PARIAH / 3 ' ~ = 96.24 LOT ~ , ~r
t~ SUFFER DSO' ON EACH S! DE ~ LOT 30~ / GAF I N-ER"11 TANT STREAr1. 30,000 ft. ~ ~ ~ - - - - - LOT
. ,~i ~ ~ P.B. 23 PG. 93
% ~ - 316 l r....,, 30, sr,, f~. LOT
l- ~ 30,001 sq, ft. u: m
1 PLEASE NOTE= - \ ` ~ _ ,,r $ - - "0.69 Aa-es Q'
~ - FIBER OPTIC LIN= 1~1•c10' ti RUNS ALONG Rl'r, ~ N
ACROSS PROJEC- 6 ~p,~kss~ - _ 8 'y
~ ENTRANCE. BE=C• - - I fir. 8 2. f.Q.E NCGS i'10NU"iENT y
~ ' DIGGING CALL UL;~..C OR UTILITY COf iPA.`v1'. EOP ~ i eBRADLE7' ~
- - _ - _ _ ~ ^!AD 83 GR D COORDS. CL - N = 781,032.703 G.
o - = 2; 269, 740.582 BLl~ . . _
LI MILE 50~'Ti~-I N.C. 58! TO T~.R RI dER ,~i~uuurcrtrr
TO S.R. 192; !6.?' ~3_IC R/W) N CaAp ~
• ~ESSf
t I Q' 9~.
EAL f S
12975 =
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. c - K
5
• ~ .Za.Of ~ . ~ ` f E _
Drawn by.
TH
Approved by.
~zENERA- TH
.TOTAL = --c~'OSED X75 = = f~INIP1U"'I L..r` S Z. = 3~ 000 S~ Date:
ZONING: A-'
:.SETBACKS: ~ 8-9-2001 _ - 2~ SIDE CORNER Job name:
=ct=.~
2. ALL c:>,~ _v BE N SUMMIT HILLS ACCORDA4C= `-C?_: i ANC
. GRAPHIC S CALF t1A5N COJ".-" 5...=D S a1 ORDINANCE
a STANDA~c.~ . Scale:
r'iR. CLA" ~ =~~4~ 1 "=100' -
1280 I'1AC~?. _ =c0-~ SPRING *•-D== _ :r.ROLlrv.~ 27882
( IN F%TT PHONE: 252-~`-~ 2
i inch = 100 ft 4. LINEAR PROPOSED= 1,042 L=.
Sheet No.
07 G-T
1 of