20030349 Ver 1_MAPS_20030321

SITE DATA
TRACT SIZE 49.95 AC,
D.
P.I,N,~S 0750.02-58-8444 & 0750,02-69-0552 (PORTION)
ZONING R-30
CURRENT USE FARM/RESIDENCE
- s MI TH
- RO Ap , SR PROPOSED USE SINGLE-FAMILY SUBDIVISION
130 3 P D LOTS 35 TOTAL # PRO 05E
a i
PROPOSED DENSITY 0,70 DU/AC.
30 000 SF MIN, LOT SIZE
~ ~
, FRONT 30~ ' SETBACKS , 30 REAR
10• SIDE
10' CORNER SIDE
N/F N/F N/F N/F 7 AC, 15~ OF SITE
GENE A, EVANS LANA NORTON COFFER O.C. GOWNING MAX, TOTAL IMPERVIOUS SURFACE .49 ~ ) ,LlAMIS SR. ~ ZELIA G, NORTON _ (PROPOSED ROADS = 68.000 5F (1.56 AC.)]
N 0750,02-58-27 pIN 0750.02-58-3990 PIN 0750,02-59-4097 N/F N/F ZONED R-30 ZONED R-3D ZONED R-30 N/F PIN 0750,02-59 6857 ZONED R-30 F PER LOT
JOSEPH W, & CHRISTINE W. DEAN WILLIAM J, HAIR, JR, MB 1988 PG 211 MB 1987 PG 1171 CONSTATIN 6c ELENA POPA MAX. ALLOWED IMPERVIOUS SUR ACE TOTAL ALLOWED 326,D00 SF
PIN 0750,02-57-6147 PIN 0750.02-58-2632 PIN 0750,02-59-6206 ZONED R-30 ZONED R-30 ZONED R-30 ROADS -68,000 SF _ NF /
MB 1978 PG 159 MB 1988 PG 211 , . ' • • ' ' . MB 1987 PG 1171 LOOMIS SR, PIN 07 258,000 SF TOTAL FOR ALL 35 LOTS LOOMIS SR, do ZELUI G. NORTON
" ZI 258,000 SF/35 LOTS m 7371 SF IMPERVIOUS SURFACE ALLOWED PER LOT, PIN 0750.02-59-8857 \ i ZONED R-30 \ THIS PORTION OF TRACT 1 NORTH OF
, ' SMITH ROAD IS TO BE SUBDIVIDED FROM RVI COMMUNITY WELL/WATER DISTRIBUTION
• . ~ TH REAMINDER OF TRACT 1, RESULTING WATER SE CE E ' IN A STAND-ALONE PARCEL OF 1.15 AC. M
' SEWER SERVICE INDIVIDUAL SEPTIC SYSTE S
N28'44'14"E 748,23' , ' N27"08'33'E 62.00' 6:48'd9"E '2'19.70 ' • • ' . N2T51'1 "E 84,95' yr, ~ e 4 v . 138• 141' t7o' 7,8 zz ~ ls3' 1 r~ ~ INE RfPRESENT$ N 7'43'25"E 470,22' F7' '25" N27'43'2b'E ~~a~ aoo' B, ~ 28 288.92'
' / " ' . ,h ~ LI TS WAKE OOUNTY VE REPRESENTS ~ , / N ' . T KER DEVELOPMENT, INC, WAKE COUNTY ~ / ss DEVELOPER/OWNER UC
°"'~r ~ r ~ - _ ~ ~ ~ ~ FOOD AZARD SfSILS (•fYF / . ~ , R ILS YYP / bs' ~ 1151 EXECUTIVE CIR,, STE. 201A ZA D S+~ , 19. 7511
? ~ \ i 1 t F CARY, NC 2 / ` ~ 9• PH, 919-319-5554
598' ' I , , 1 F s _ ~ FAX [phone]
1 , ~ 1 1 1 I ' \ W s` ~ I 1 ~ ~ 1,727 sF ATTN. JAMES TUCKER
30 NRB ~ , / ~ ~ , i I r I' ~ ~ 6 1 1 i ~ \ ~ 0
ZONE 1 ~ ti ~ , , ~ N U N r ~ 1 I I~ 1 ~ ti ?g, I r I A ~ ~„0 4 0 N/F
w 483' / , m ' • I 1 I i i ~ +I \ ~ ~ INEZ LOCKLFf GAFFlN
~ SOILS ~ 1 ' ~ 1' ~ ~ fj" 5Q 1 y A s ~ w PIN 0751.04-60-2262 SOILS UNSU1 A$~,E FOR ~ , _
/ 4 ~ 3 ~ ~ t ~f ' 1 PTa~C IELD PVC J ZONED R 30 ~E ~ ~ ~ ~
' ~ ' 6 * 33,292 SF 35,312 SF 2 ~ ~ y ~ 7 ~
• / / 31,244 SF ~ 7 , rs ' R00 , ' F ~ ' ` 32,328 SF D P(J$( I 100, 39 S, ' / 35 ~ 1 yw
' , ' ~ ' NEU RIVER BASIN 20~ Ep ~ F 1a9' ~ ' ~ \'p . ~ . ' 20 .NRB FFER TYP, 1 7 e.~-- ,ar CE pGf) / /X , ~ ~ ~ 39,398 SF ~Q" ,tea,.
~ ~ , . • ZbNE 2 41.739 SF 5' y o 8_,- r 36 ~ f'' x'~ ~ N11.3 v G . .
, . - . , F J 146 ~,y,r, P,,,,, - ~ 3ti9
, 9 h l Oy, 93 ..r' 111 yg~ , - _ - iw , _ ° rG.W , ,~.o~ - , ~ ~w. ~ 3028 sir.
1072 SF ~ / a 78' t ~ 1 . ~ _ 19T 1. ~ ~o .
' ' , ,~s ~ 6 SD 2 9. ' ao, 1 Eo
9 ~ tib w^ , PVC WL , \ ERE '(0 B ti~
• 80,759 SF l~ 22 • 1, ti 1J ~ ti / 23 ER' 34 '~`~~v
/ ~ ao,a9s sF 24 34,699 SF 8 \ P~~ _ ' ~ 33 ~ 49,985 SF '~Q+AT 1~
• 21 ~ 31,794 SF W ^ 144,39 $F tib N , m ~ 3' 34,851 $F ~ ~
' , ' .Q ~ 78,284 SF ~ U ~ i \ I N F V 1 /
' p~ I ) IDA MAE LEfT MORRISON ~ PIN 0750,02-69-4842
! ~ w . \ ~ , w ~ z~s I 1 ~ ~ ZONED R-30
V 4 r, / ~ ..r ~1 ~ ~ ~ WELL I~~OT ~ ~ m ti 6 SDR21 MB 1988 PG 326 1 \ `i ~ ! 6~~ SDR21 Q
? ~ , ~ 0, 60,155 SF ~ ~ ) ~ ~ m W o ~ ~ a 25 a PVC L / ~ ~ y PVC WL 1 ~ ~ ~
' ~ ~ 36,257 Sf Q f2~ , ~ i 3. / ` ~3 ~ 32 s~. P
EXIST, ~ 35.18 / \ ~ 35.181 $F \ f ? ~
' 64,434 SF ~ ~ / ~ u ~ WETLANDS Y ti i
YR, FLOOD BOUNDARY ~ 6" SDR21 ~ ~ ~ 100 ~ TYP, 19 ~ ) ~ ~ / l N/F
ALONG PRIMARY STREAM 12 PVC WL ~ i ~ 6 ~ 37x' ~ DONNA M. PATTERSON
PER FLOOD STUDY BY ~ sa,s21 sr (TYP,) 1 RAVENEL INC. 129 °t ~ ~ ' WITHERS & w 'NRB ~ \ ~ s^ PIN 0750,02-69-7964 ~ ~ : ZONED R-30
.9 \ ; ' , ZONE 2 l 9g / ~ ~ ~ ~ ~ w. ~ ' s, ~ ~ 'S,
31 4A r 5 ~ 1.
/ ~ ' l 30' NRB ~ / ,1.,. ,I 53,609 SF \
~ ' ZONE 1 ~k 26 o, s o. ~ ~ rn, \ ,I
'1 gym. A 1, ' .p 20 ~ • , / ~ ~ 93,721 SF ~ \ ~ . ~ N/F N/F i
1 i ,i 1 ~ ~ ~ ~ ,e 165 ~ 50 488 SF ~ ~ . 1 \ j JAME C, & PATRICIA M, BEGKWI REGINALU JUDD PIN 0750.02-69-8713 PIN 0751.04-60-9173
4 SDR21 ~ \ / ~ ~ A ~ ZONED R-30 ~ 30 ) ~ ZONED R-30 1
~ > ~ ~ ~ A. ; y6s MB 1995 PG 450 M8 1983 PG 459 ~ A. 7os73 SF \ ~ ~ N F
13 `'o, u~ ~ ~ V .r RUDOLPH A, & WENDY DUNCAN
N F ~ ~ / 5 ~ 27 / 0 F \ f ~ / I ~ y2 ~l JOSEPH W. & CHRISTINE W, DEAN Jo, 39 s ~ / ~ ~ / ae,328 sF N A~ ~ ~ ' PIN 0750.02-69-9963
PIN 0750,02-57-6147 ~ C'F / 20 NRB ~ \ j ZONED R-30 ~ ;
ZONED R-30 ~s~, / / ZONE 2 MB 1978 PG 159 N. / 19 ~ ~ ~ 1` ~
29 L, ~ A 1
\ ~ / / sa,a41 sF SOI NSUITABLE' FOR Y k / ~C 28 / / / SEPI`IC FIELD g Vr , , Y 101,767 Sf ~ ( 1_\
A ~ s~. / r ) ' , ` 40,858 SF VI ili 5 \ ~I_. l _.1 /
\ ' ` 14 ~ ~ \ 1 e 653' m i°
/ ~ 65. 30,OOJ SF / \ ' , r
/ s ~ y ~ 4fi , P S22'59 42 W 1165,85'
N REPRESENTS • , ` ' . ~ DOTTED LIE ~ , ,
' ~ sa,z21 sF F WAKE COUNTY ' ' • ~ , LIMITS 0
titi FLOOD HAZARD SOILS (TYP,) \ • , ' ~ . , oy ~ SJ, ` ' ,
I N/F
15 ?s9 ^ ~ ' , CRAVEN A. & LIZZ 1 ~ ' • PIN 0750, AVEN A. & LIZZIE MAE W, tANGSTON PIN 0750,02-79-4611
30,260 SF ~ ZONE ZONED R-30
30,443 SF • ~ .
q~
ti 16 _ ~ ~r y`' `ti°. fig. ~ • ,
38,183 SF ~ ,~+.~I ~ ~ a 2~ 3,5~y a pZt~Q° 2 '
5~ ep Fpy~~' , y oay NOTES;
r . 1, BOUNDARY 5HOWN IS FROM MB 1988, PG 326.
~o~ ~ ' ~ Too ~ ~ ~ , o 2. EXISTING TOPOGRAPHY SHOWN IS FROM WAKE COUNTY AERIAL. ~+•t'ra~•+N• R
3• o~ 2 c~, ~ , HOWN ARE FROM FIELD I~ ~A O •i 3, UNSUITABLE SOILS LIMITS AND WETLANDS S
220 ~ n eJ y~ ~ ~ , ' DELINEATION BY SOIL do ENVIRONMENTAL CONSULTANTS, PA, AND •~0•,• 5SI "•••yy s
y' ~o0ac^ ti BY WITHERS dt RAVENEL, INC. ' QF~ ON SURVEYED J~, y
4, THIS PROJECT WILL BE SERVED BY A COMMUNITI( WATER ~ Q f I TRIBUTION SYSTEM TO BE OWNED AND MAINTAINED SEAL DS
~ ay, w~ v r y~ g,~oo ~ ,~o oa a y ~,y BY HEATER UTILITIES, INC. ~4
ga ~y y < . BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN ~k , 5 PERMIT ~ ti•~ + TO OBTAIN A FLOOD HAZARD AREA USE ty • ~
o yt^ oC ~ `o ~~Y , q ~ < cv ti THE BUILDER MAY NEED I RCS FR M WAKE COUNTY ENVIRONMENTAL SERVICES, THE BU LOE ••i• qQ~•••H'• ~P''+~•
Zo ~o~• y oa ~ rv oti ' ENGINEER, ARCHITECT, AND/OR SURVEYOR (AS APPROPRIATE) MUST ~ ~
~ ~ v ,Cj~N tn'`>, V,s y ' oy~,yy o~,• y CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MEET. ~aa~~
6, THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE AREAS OF WAKE COUNTY fL00D HAZARD
~ oar, SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100
~ s~ w~ ao YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE ~ t~3 COUNTY AND/OR FEMA, ~Op~ 400'
oaf o o LEGEND ~ ~ A 0 50' ] 00' 7, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH Ll
? `'s ~ APPLICABLE WAKE COUNTY SEDIMENTATION AND EROSION
N N ~ GLE N ARM F R H ~ ~'i =AREAS WITH SOILS UNSUITABLE 0 CONTROL ORDINANCES, AND FLOOD HAZARD REGULATIONS, 4BLE FOR THE WELL SITE ACCESSS ROAD AN ALL APURTENANCES SCALE i' = 100'
~~o ~A ~ ~ a CONVENTIONAL SEPTIC FIELDS ~ L .DS 8, WITH THE WELL L07 SHALL BE OWNED AND ASSOCIATED
BD, ti ~ MAINTAINED BY HEATER UTILITIES, wC, ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CURRENT WAKE COUNTY SUBDIVISION-
ORDINANCE AND NCDOT STANDARDS & SPECIFICIAI IUM). J
0
1
Sheet No.
WITHERS RAVENEL
Date g Designer Scale
LPER Revision w&H 00' TDI GOLDSTON LLC PROPERTY . REVIEW 2/2D/O3 BDH OVERAI Drawn By Date ENGINEERS I PLANNERS I SURVEYORS TRALL SUBDIVISION PLAN C-1
?I5I03 - 111 MacKenan Drive Cary, North Carolina 27511 tel. [phone] fax: [phone] www.withersravenel.com
WAKE COUNTY NC Checked By Job No.
t3DH 202154

I ~ I I
HATCHED AREAS REPRESENT SOILS WH CH ARE ~UITA ~ I
f' BLE , ~ FOR SEPTIC FIELD` AS IN AT ~ ' DEL E ED BY OIL & EN~'RONMENTAL r
CONSULTANTS, tdC. AND SURVEYED B WITHERS & AVENEL, I ~ / _
~ ~ / I
, ~ /
~
_ - ~ / OFFSITE DRAINAGE AREA=30.3 AC,
~ ~ r' _ /
~ ~ i
i ~ ~ r
~ - ~ • ~ ~ ~
' ~ ~i LOT $
_ _ > - 49 736 ~ _ . i ~ ~
~ ~ ~ SOIL' SUITA;E3L FOR ~ r ~ ~ j~- •i
~ i C IELD ~ • ~ ~ ~ NEUSE RIVER BASIN RIPARIAN BUFFER IMPACTS ~ ~
~ , _ ~ ; ~ ~ ~ ' ~ F R PTI F PP ~ ~ 0 SE G IELD SU LY LINES
• i ~
~ ~ ~ . / ~ ,
i • % / r ~ ! ~ ; LOT ZONE 1 ZONE 2 ~ ~ ~ ~
~ = , _ _ ~ i i ~ ~ y- ~ LOT 8 1408 SF 833 SF 30~
i , ~ i ~ ~ ~
~ , ~ ~ ~
LOT 9 • ~ ~ ~ ~ ~ LOT 9 1393 SF 839 SF 3cl,F ~
- - - 33,029 SF , ~ ~ ~ T_ . "DIP N M PP ' ~ / ~ ~ 6 ,E CASE ENT I E ~ ~ ~ LOT 10 1347 SF 833 SF 301.1=
SUITA S~'01L ; ALE FOR ~ - . FOR 3 Sl7PPLY LINE TO ~
_ / TIC FIELD ~ EXTEND TO PAST BANK ~ ~ i r ~ r TOTAL 4148 SF 2505 SF AOGfi
_ / . ~ : , _ . ON EACH SIDE OF STREAM ~ CROSSING (TYP, ~ ~
. _ _ - ~ / / _ _ r. _ . _ - ~ ~ ~ ~ r r/ r / ~ ~ ` , TOTAL ZONE 1 & ZONE 2 IMPACTS FOR
- / . ; - -~r- ~ / r r r SEPTIC SUPPLY LINES = 6653 SF
" / i ~ ~
/ / _ ~ / ~ ~ - ~ ~ I~. ~ ~
_ ~ r ~ ~ / . r . ~ ~ ' ~ r r
_ . _ , , ~ - - , _ _ . - -C0~ 1 0 ~ , i .s ~ / , I ~ ; ~
32;21 ~ ~ ~~ti ~ ~ ;
~ S. I 0 LSUYTA~LE FOR ~ ~ ~ ' w ~ ~ .o ~ ~
SEPTIC FIELp o z I ~q1 I ~ ~ ~ ~ ~ i
~ ti / , o ~ ~ ti . _ ~ . I' _ - m ~ , a' ~ ~ i i
~ ~ i ~ , _ ~ ~ ~ ~ i~.. i ~ I ~
~ ' f ~ N 1 ~ ~ ~ _ _ ; o 0
~ , ~ ~ I, I .C, I
~ o ~ S~, ~ ~ o i F
~m ti ti ti ~ ~ ~ u
~ m o ~ / ~ t ~ ~ ,0 I A
_ - - ~ ~ o ~ ~ ; ~ o , G I ~ \ ~ ~ c a
, . 20 N I I ~ ~ ~ s~ ~ ~
I
• NRB IMPACTS FOR SEPTIC ~ ~ ~ ~ ~ :tip ~ .PTIC ~ ~ ~ ~
. , ' ~ I - ~ FIELD SUPPLY LINE CROSSING ,r . . )SSING l iN 1
1 (SEE CHART THI SHEET FOR QTY,) f ~0 QTY,) 1 ~
EXISTING WETLANDS ~ , , _ • ~ . ~ ~ 1~ ~ ` ~
/ ~ 3 \ ~ ~ ~ ,a ~ ~
~ ~ , SC ~ ~ ti . ~ 5t p A x ~ ~ ~
~ ~
/ ~
\ ~p ~ MCP
' ,k ~ ~ \ ~ UHF ~ ~ ~
~ ~ , V''••. ~ , ` i~ `C
~ ~ , \ ~ ~ ~ ~ \ ~ ~
~ ~ ~ , ~ ' ~ ice, V ~ ~ ~
~ \ V r r f ~ \
\ ~ ~ / 4 ~ ~
' \ ° ' V `
\ ~ _ - ~ ~ ~ ~ ~ i
\ ~ i ~ ~ ~ ~ ~ I ~ ~ ` ~
y 1 t ~ ~ ~ 1
~ ~ ~ ~ ~ ~ ,.r- ~ \
~ ~ ~ ~
~ ~ / I ~ ~ ~ ~ ~ ~ A ~ ~ ~i` ~ ~ ~ ~ ~ ` ~ ~ ~ X ~ ~ ~
~ ~ ~ , • ~ \ ~ ~ A I ~
- ~ r ~ r-- . f "'i \ ~ ~ i I ~ ~ ~4 Y
~ ~
~ ~ ~ , ~ r ~ i . ~ ~ i ~ i I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ' ~ ~ ~ ~
_ - 100 YEA~t BLOOD BOUNDARY ~ , / _ A i I ~ ~ ~ ~ ~ ~ ~ ~
PER FLOOD ST6lUY BY WITHERS ' . ~ N i ~ ~ ~
RA N INC. & VE EL, ~ - ~ ! ~ ~ ` x ~ ~ ~ x ~ ~ ~ ~ ~.T
~ ~i ~ 1 ~ ~ ~ ' Xo, ~
- ~ ~ i ~ r ~ ~ / / , ~
A / , ~ V~ ~ ~ ` ~ ~ ~ ~ ~ FS
~ ~ ' \ / ~ ~ / s ~ ,
V ~ ~ ~ ~ ~A ti ~ 0,~ ~
` ~ ~ ~ ~ ~ ~ P , ~ ~ ~ `
i k ~ ~ ~ ~ ~ ~
~ ~L ~ ~ ~ ~ ~I ~ ~
~ ~ ~ I ~ i ~ i
~ ~ ~ ~ \ / ` _ ,y ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ a • II ~ ~
~ l~ ~ s i o ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~o qH CARP
f ~ I ' r ' ~ ~ ~ ~ ~ ti
~ ~ ~ ; - ~ ~ ~ ~ 0~
~ ~ ~ r ~ / V ~ ~ ~ ~ ~ l i Y~ ~ t..,' , ~ ~ ~ ~ SEAL
~ ~ - ~ ' ~ ~ 23484
~ I I ~ ~ ~ ~ l~.% ~ A \ ~ ~ I ` s ~ ~ _ ~ •~GI
~ ~ i ~ i i ~ ~ ~ ~ >r ~ ~ ~ A ~ i ~ i ~i ~ ~ ~ 0 . , ~
NNE ~
1 ; ~ ~ = .f. ~ l 1 ~ ~ ~ ~ ~ ~ Ik ~ ~ ~ ~ Q • ~ ~ ~ ~ ~
~ ~ I ~ II ~l I ~i A! 1\ ~ ~ -1 I I / ~ '1 ~ ~ F ;r ~
t ~ ~ i ~ / ~ ~ ~ gyp, , ~
~ e ~ ~ ~ ~ ~ , e
F ~c . k ~ ~ 1 k ~ k ~ ~ ~ ~ k ~ ~Qk ~ i p
NOTES: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ 30r ' , ~ ° ` ~ - _ ~ ~ ~ ~ , , , ,p ~ , ~ ~ , , , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ k
~ I ~ ~ ~ Y~WITHERS &RAVENEL, INC. ~ ~ ' ~ ' ~ ~ ~ ~ ' ' ~ 1, BOUNDARY SHOWN IS FROM SURVEY B ~ , , ~ ~ ~ ~ ' ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ' ~ 1 ~ ~ ~ ~ , ~ --.i i
I f~~ 1 ~ ~ l ~ ~ k ~ ~ i ~ ~
' ~ T RVA IS~I"ROM I a ; ~ , ~ 2, EXISTING TOPOGRAPHY SHOWN AT 2 CONTOUR IN E LS ~ ~ ~ ~ i I I i ~ ~I ~ ij Y i ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ 1 ~ ~ ~
TH RS &RAVENEL INC. 5~ INTERVAL CON'f URS , ~ ~ ~ ~ ~ ~ ~ FIELD SURVEY BY WI E Q ~ . , ~ ~ ~ x ~ ' ~ ~ ~
WAK COUNTY GIS INFORMATION, ~ I ' ~ ~f~ ~ ~ ~ 3 ~ ~ ~ ~ ' SHOWN ARE FROM E ~ ~ , QN' ~ , ~ l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
AR SHOWN AS DELINEATED` ~Y SOIL ~ ) ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ V x i A ~
3, LIMITS OF SUITABLE SOILS E ~ , ~ ~~~.~s~ ,~N , T AND SURVEYED BY WITHERS & ~ ~ ~ ; ~ ~ ~ ~ I , ~ ' & ENVIRONMENTAL CONSULTAN S ~ l
~ q. ~ ~ ~ RAVEN~Lr 1NC, ` ~ ' i A2 / x ~ ~ ~ ~ ~ ~
~ ~ c ` ' _ ~ 1 0 30' 60' 12 ' 0 X40
VNAte, SCALE: V = 60'
No. Revision Date B Designer Scale
- - Drawn By Date - TDI GOLDSON, LIC PROPERTY LOTS 8/ 9 & Sheet No. 19 & 10 RIPARIAN BUFFER IMPACTS WITHERS RAVENEL )R SEPTIC FIELD SUPPLY LINES ENGINEERS I PLANNERS I SURVEYORS C-1 11
BDH 4/15/U3
- Checked By Job No.
- - BDH 202154 J 1 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com

/ ~ ~ ~ ~ ~ T PR T TI ~N
j ~ ~ . _ ~ U,-~-;~-5 ~s ~ 6 WX8 LX22 D
~ CLASS B RIPRAP I W/ FABRIC LINER
~ V10=3.2 FPS
~
. -r.. ,
/ ~ rn
~ ~ ~ i 1
~ ~ ji , i 'i s, v 1
i I ~ ~ 1`
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~
/ ~ ~ I FES-2 ' ~ - ~R ` F'ES-1 ~ i ~
~ ~ ~ i r i ~i ~ ~ i
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I I ,n ~ / ~ / ~ ~
~ ~ ' ~ ~ , ~ Q
T MP IT H E D C ~ ~ , ~ ~ ~ ~
~ ININ TYP~ ~ G ~ ~ ~ ,~x~~ ~ r
~ PERM. DITCH LINING (TYP.) l', ~ o~ N T PROTE fiION r~ ~ ~ WX6 LX22 ~ ~
~ n ~ q- % PR T 7.1 N ~ CLASS B RIPRAP \ ,
~ ~ i ~ wX~s LX22 0 ~ ~ , ~ ~ ~ ClA5S B RIPRAP ' ~ ' ~ W/ FABRIC LINER ~ ~
W FABRIC LINER ~ ' ~ ~ r A ~n P ~ ~ i
~ ~ ~ / V10=8J F S u ~ ~ i
/ ~ ~ Pig ~I C r~ z..
~ ~D . i ~ i ~ ~ ~ i ~ ~ ~ i ~ t
i ~ _ ~D _ C~' , ~ _ ~ ~ I
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~ r~ FES--~3 / ^~~ao t~ m ~ ~ ~ n ~

~ ~ ~ ~ ~ i _ ~ ~ ~x ` ~ a`0 UTILITY _ y~~.,,~~;;~ ~ `ti~~ BASEMENT - OFFSITE DRAINAGE
y ~b4 LU \ l AREA-1,2 AC. ~
. ~ ~ C~i I P T I ~ l P T N
I r E , l ~ ~ 18 WX 10 LX2, CL4SS B RIP 18 WX 10 LX22 D ~ ~ CLASS BRIPRAP - ~ ~
~ _l 1 W W/ FABRIC l W FABRIC LINER:-_ _ /
~ ~ ~ I ~ ~ i _Z 100 YR, WATER ~
W ~ ~ ELEV,=45 .94, ! ~ iQ0 YRy HEADWATER ~
X17. ~i 9} G"~ ~ ELEV.+Y =454.94
~ i~ '1Q DRAINAGE
r--_. ~ ~ ~ I EASEMENT ' I
~ I ~A ~ ~ t _,,3Q DRAINAGE &
v~ ~ OT PRT TIN _e_,~... ' UTIl.I1Y EASEMENT
10 WX 12 LX22 D U ~ ~ ~ ~ CLASS 8 RIPRAP x ~1 - ~ ~ ~INL T PR TE `INL T PR TECTION ~ ~
o ~ W~ ~ I_~ ~ ~ W/ FABRIC LINER ~ WX14LX22 ~ LIMITS ~ ~ v1 ~ FPS - 4~ WX 14 LX22 D ~ ~ ~ ~ ~ i ,
~ RAVEL - 0 6.3 CtA55 B RII >r ~ 1~ G UNSUITABLE _ - ~ ~ ~ wy, FABRIC C1A55 B RIPRAP , \ ~ W/ FABRIC LINER ~ "
~ A G SS ROAD 1 a~ ~ E SOILS 'fie... a; I 1 ~
~ ~ i ' ,
_ ~ f ErJ"~r'rJ` i
I / ~ , A ~ ~ i ~ : i' i ~ ~ ~ i i v .may ~ \
i ~ ~ ~ ~ ~ I k i
k ~ LS-3 P ~ Pf7 ~A ER I ~ _EV L S E D r'~ - i , _ ~ ( ~ ~ /
~ SEE I E ~ ~ , A l„y ~ EXI ~i:INU ~ ~ ~ o° ~ I .rr DETAIL ON SHT, C4. ~ - ~
~ ~ WETLANDS ' ~ ~ ~ i % ~ .y /
- , , r ~ ~ , ~ ~ G'~, ~ - ~ ~
~ s k I ~ k k k k~ ~ ~
~ k ~ k t k k ~ ~ - i ~ it ~~A~ Z.`~' k. k . k k ~ ~ ~ ~'A
A12 N k ~ 'k k k~ qq Y, k k ~ ! k ;k ~ ! ~~,.I k k i - / a 1
~ ~ yy k / I k k / ~ ~j~ ~ ~ ' I ~
I z1 ,
k ~4 -1 ~ / r ~ C
k V ~ ~ q ~ k ~ ~ \ / O~ / ~
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~ ~ - ~ ~ ~ ~ i ~ ~ i o r ~ i r ~ i ` rn°
v e' ~ ~ 5` / ~i 1 ~ ~
k--~~--~, ~ ~~1 ~ \ i
~ ~C) ~20' DRAINAGE~~EASEMENT - k ~ ~ / - k ti ~n 3 AC. A
_ ~ ,n CENTERED ON C~IANNEL, ~ ~ ~ k k ' k' - ~ ` k Y k ~ \ 0 ~ DRAINAGE ARE,A~O.
OFFSITE.
k k k k ~ ~ +
k k ~ ~ ~ 1 ~ ' 4 \ ,
k 1 ~ ~ 1
k y ~ ~
5~, .q ~ ~ \ k ` 11.//IINNg1
\ \ ~ ~ ~ ~ ~ ~,1` qN CARP
\ \ \ LEGEND * >F`~SSIp 9~.
1/ ~ ~ ~ ~'q « ~ Q < •
~ OFFSITE L)I~AINAGL \ ~ SEAL $
AREA=1 Cl~i AC. STO DRAIN CHA T DISSIPATOR PAD ~ ~ 2.~a
• •.~i .
pipe Actuol Pipe Pipe pipe Drainage Discharge Flowing Diameter LengtG Slaps DITCH SECTION LININGS PERMANENT DITGM LINING If~.~~~lf~~I y~',q~..*~..?+ P
Area Q25 Full D L Upper Inv, Lower Inv, .,,1E 111`
From To Rim (ac) (cts) Capacity (in) (tt) Elevation Elevation ALL TEMPpRARY DITCH LININGS SHALL •L MP RARY DITCH LINING i~~fl'~1~: 111 1"1111 TE 0 ~ ~u u. iu TIC NET.
A s7 I 5.z 7,9 16" kcP ~~o 46s.DD ~ ass.6D ~ o.~>> BE CURLED WOOD MAT WITH SYNTHETIC NET. ~ FFS 1 FES-2 N/ 0_ ~ ~ ~ I I /~i F Y
1 ~ ! ALL PERMANENT DITCH LININGS SHALL BE .L BE ._.-~1.__. L. EL SPREADE.'R ~ ~ l ~ ~ ' ~
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No. Revision Date By_. _ Designer Scale W&R I -6D'
GRADI _ LLC PROPERTY Drawn By Date TDI G 0' LDSTON,
Checked By Job No, WAKE COUNTY, NC NORTHERN SECTION ENGINEERS I PLANNERS I SURVEYORS C-3 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
HDH 202154 - mmmmmmmmmmmmmm~

OFFSITE DRAINAGE
AREA=30,3 AC, ,
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_ ~ AI.Or~ IT ENTIRE LENGTH y ~ „
7~ ~ ~ ~ i i ~ ~ / ti~ ~ J "'fHaOU(~I EACH~rOF THE ~t ~y~r DOWNSTREAM °LIP" MUST BE LEVEL ~ / ~~€tEVMtION POINTS SI~OWN,v ~ ~ r~
_ ; ~ , THE ENTIRE LENGTH OF SPREADER, ~ ? ° r~~ SPREADER LIP MUST BE 1' MINIMUM,
~ ~ ~ ~ i i ? EL SEE PLANS FOR ELEVATION, / / EV ~ jp},
/ ~ ~ TEMP, DITCH ~
~ ~ / ~ LINING TYP, ti~ ) U I TURNED
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~ I ~ r I ~ 'r ~ ~ ~ _ . ~ AND SECURED IN GRASS LINED ~HANN~,~ ~ i ~ ,,;,,AAa ~ ?
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~ I OUTLET F)ROTECTION ~v Q ~ ~ v 'v v ~ - CTI O N YEW W CROSS SE >t _..-r~,-. r.. PERSPECTIVE VIE
_ ~ - " \ 1 CLASS B PRAP ~ \ `v v ~ ~r~o x
v ~ ~ W/ FABRIC INER \ \ ~ \ ' ~ v V10=10.5 F ~ ~ 'A . ~
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k k ~ ~ A . ~ ~ / ~ a ~ v ~ ~ ~ . ~ _ IP N UNDISTURBED SOIL TO UNIFORM ~ ~ SPREADER LIP CONSTRUCT THE LEVEL L 0
k _ i p ~ p:~ ~ F ~ , HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE SPREADER, PROTECT IT WITH AN EROSION ~ ~ ~ ~ ~ RESISTANT MATERIAL SUCH AS SURGE STONE TO PREVENT EROSION
, N . , ~ \ q ~ 'r TO BECOME ESTABLISHED. i~~~o ~ ~
, ~ R~~ ~ 9 ~ ~ , ~ ~ ~ ~4 ~ - TL T DISPOSAL AREA MUST BE GENERALLY SMOOTH ANp WELL VEGETATED.
k ~ \ d v , , i` a OUTLET AREA THE OU E ~ , ~ ~ ~ 0, ~ ~ ~
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p. ~v 21 LI S BE VE TATE A DI TUR D AREAS
V A V ~ k k k , ..r'r ' ~ ~ ~ \ , t , , L~ , , k ~ k A ~ , , , A A _X~ ~ ~ ` ~-X'~' ~u ~ ~
o 9 ,gyp,, o„ ~ \ 1 ~ ~ ~ \ ` \ Y " ~ ~ rnNSTRUCTiON SPECIFICATIONS
z, e ~ v, ~ ~ ~ ~ ~4' ~ ~ H IP AND ~ ` 1, 1HE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE ExTEN01NG 6 INCHES OVER T E L
~ 1 0 i v v ° ~ BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE. THE UPPER EDGE SHOULD ~ ~ ~ ~ ~ T SOD AND BE SECURELY HELD IN PLACE W1TH CLOSELY SPACED / ~ ~ ~ A BUTT AGAINST SMOOTHLY CU
' ~ 'v ~ ~ ~ o ~ / F ~ ~ ~ ~ ~ \ HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES LONG, ~ ~ ~ ~ T RM RUNOFF,
v v ` ` 2. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING OF S 0 ~ ` ~ ~
v ~ / ~ ' y ~x WELL ~ ~ ~ NSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. (NOT ON FILL) ~ ~ 3. CO ` VYE~L I ~ ~ ~ TR T A 20 FOOT TRANSITION SECTION FROM THE DIVERSION CHANNEL TO BLEND SMOOTHLY Q ~ ~ 4. CONS UC
~ ~ WITH THE WIDTH AND DEPTH OF 7HE LEVEL SPREADER.
o , , _ , v ~ ~ R A PROPERLY 51ABILIZEU SLUPE. MAKE r ~ \ 5. DISPERSE RUNOFF FROM THE SPREADER AC OSS l~ AT THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM CONCENTRATING. ~ ~ SURE TH
\ , ~ ~ / ~ v ~ \ ~ k \ i , ` ~ ~ ~ 6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE OISTURBEU AREA
l~ V A A A ~ ~ c , 1P~ ~ ~ OF THE LEVEL SPREADER,
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v ~ ~ ~ ~ ~DE~`AIL H1S~. SH`~ _ k ~ ~ EE T S4 k - ~ ~ ' ~ ~ I ~ DEVICE AREA Q~ 10) WIDTH DEPTH END WIDTH LENGTH - `v ~ , ' ~ ~ A , 0,7 CFS 10' 0,5~ 3 10
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STORM DRAINAGE CHART ~ i ~ ~ ~ OFFSITE DRAINAGE 23484 R AREA=108 AC. ~ ~
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SCALE 1' = 60'
TWIN 54" RCP 2 ® 75' ! 408.90 4UC.4u u.o i HW-9 HW-10 N/A 130 170 -
Sheet No,
Date B~ Designer Scale No. Revision w&R 1 "-60'
- Drawn By Date TDI GOLDSTON, LLC PROPERTY GRADIN ADING & STORM DRAINAGE PLAN WITHERS& R"ENEL SOUTHERN SECTION ENGINEERS I PLANNERS I SURVEYORS C-4
- - - - - - - BDH 2/5/03
- " Checked By lob No, WAKE COUNTY, NC 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
- - BDH 202154

1 ~ ~
HATCHED AREAS REPRESENT SOILS WHICH ARE ~UITABLE
FOR SEPTIC FIELD'AS DELINEATED BY OIL & EN~'RONMENTAL ~ ,
CONSULTANTS, 1NC. AND SURVEYED B WITHERS & AVENEL, I
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t ; i , ~ , ~ ~ r PPLY LINE TO / f FOR 3 SAD / f`.. ; / ~ _ , _ ~ i ~ ~ TOTAL 414$ SF 2505 SF
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RVEY B`~~WITHERS & RAVEt~EL, INC. ' ARY SHOWN IS FROM SU ~ BOU ~ ~ ~ ' . ~ i t ! Nip'` r l ~ , - , , - p . r ~ ~ , ' r" \
r~ _f ONTOUR INTERVALS IS FROM ~ ~ , ~ ~ ' ; ~,L .1. ~ ~ . ~
r ~ ~ r ~ , ; EXISTING TOPOGRAPHY SHOWN AT 2 C 2. ~ ` A N L INC. 5~ INTERVAL CON'FpURS , ~ ,r~ ~ ~ ~ ~ ~ 3 ~ , FIELD SURVEY BY WITHERS & R VE E , i , , ~ ~ , _ , r i r f 1 r~ 1_ i l ~ , f s
y , , ~ t WN ARE FROM WAKE COUNTY GIS INFORMATION;... ,
I ~ ~ ~ I i rl r d ~ 0 t ~ ~ ~ , 1 , ~ .
H WN AS DELINEATED~~ ~Y SOIL F ITABLE SOILS ARE S , r 7 ~ - ~ , ~ r _ r 3. LIMITS 0 SU •
A,~~ , ~ ~ ~ . , r ~ ~ + TANTS AND SURVEYED BY WITHERS & ~ ` ~ ' - r NTA CONSUL ~ ~ ~ ~ ~ ' M L ~ & ENVIRON E 1 f ' ` ~ i d y + 240' 0 30' 60' 120' ~ ,
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' r l SCALE; V = 60'
X'A" X, -A' No. Revision Date B Designer Scale
Sheet No.
W&R 1 "=60' 9 & 10 RIPARIAN BUFFER IMPACTS WITHERS R"ENEL )R SEPTIC FIELD SUPPLY LINES ENGINEERS I PLANNERS I SURVEYORS C-1 1
- Drawn By Date TDI GOLDSON, LLC PROPERTY LOTS 8f 9 &
8DH 4/15/03
NC FOR SE Checked By Job No. COUNTY, WAKE 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax; 919.467.6008 www.withersravenel.com
- - 8DH 202154

OFFSITE DRAINAGE
AREA=3o,3 AC, .

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5 ~ ~ ~ r' _ q.2 , J / AT CONSTANT EL~IATTON I,~ ~ A ONE IT Et~ftIRE LENGTH ~ w'
, HEYOUO~i EACH~OF THE llWww `~I~
~ YELE1hCTION ,POINTS $1~8WN,~ v~" i,~( DOWNSTREAM "LIP" MUST BE LEVEL i ~ THE ENTIRE LENGTH OF SPREADER,
y ~ ~ ' Y ~ ~ ~ ~ ~ ~ SPREADER LIP MUST BE 1' MINIMUM. ~ ,EL~V ~ VATI N. ~ 5EE PLANS FOR ELE 0
,I _ ; ~ Y ~ ~ ~ ' TEMP. DITCH ~ ~
. ~ ,r
/ ~ i ~ STABI~r U I R~FED ~ PERM, DITCH Y oun A ~A" ~ FLOW
~ i ; ~ ~ ~ -r ,~.INING ,(TYP,) - - -
~ ~ i v ~ ~ ~ _ iii"-~r~rr~!!'-~4n''~~'4~!llm~krK ~ ~ Y~ ~ ~ ~ .iY
~ / ~ 'i ~ ~ ~ ~ - 5 -
~ ~ l') 6 ~ ~
- ~ ~ I ~ . ; I , I ~ i Y ?J
r ~ , i ~ U r ~ ~ ~ ; Y. ~ ~ GRASS LINED CHANNEL ~ ~ EL'~EV ~
~ ~ v ~ I ~ ~ ~P 6" DEEP, 1' WIDE c ~ ? T~ SEE PLANS FOR LENGTH AND ELEVATION
- ~ v ,m _ i I r-- v ~ ~ , ~ ~ ~ NOTE' EROSION CONTROL NETTING TO BE INSERTED ~ ~ _ ~ etin cFCURED IN GRASS LINED CHANNEL.
~ ~ ~ I 0 ~ ~ \ 0 ~ i ~ ~ ~ 21+00 ~ ~ ELEV
v
. I ~ ~ T T TIN ~2 , ~ ~
, ~ 9 , , . 'I , e - P R P CTIVE VIEW CROSS-SECTION VIEW
J ~ CLASS B I~PRAP E S E ~o QS k ~
- ~ W/ FABRIC INER
Q k k ~ ~ ~ ~ \
k k k ~ ~ ~ ~ I ~ \ k ~k / V \ 1 \ SPREADER LIP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL TO UNIFORM
k I~. p \ ~ ~ \ . \ ~ k i HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE SPREADER. PROTECT IT WITH AN EROSION
~ , ' ~ Oa v o ,r v , ~ RESISTANT MATERIAL SUCH AS SURGE STONE TO PREVENT EROSION . p~
\ Ok ~ \ ~ I k" o TD BECOME ESTABLISHED. ~o ~
" 4 v 1 TAR A- 1HE OUTLET DISPOSAL AREA MUST BE GENERALLY SMOOTH ANp WELL VEGETATED,
'Y v 1 . ~ F ~ ; ~
21,
~ ~ , k k ,11I . \ ~ VEGETATE ALL DISTURBED AREAS V
~ r k ~.A. " i (a 'p , 'v ~ ~1' o, X ~ CONSTRUCTION SPECIFICATIONS
\ . ~Ae_ a, w. w. ~ 1, THE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE EXTENDING 6 INCHES OVER THE LIP AND
, ~ d `1 I BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE. THE UPPER EDGE SHOULD
r \ / - F ~ , , i / ~ BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY SPACED ~ ~ ~ ~ ~ HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES LONG
b' ~ f / ~ .Q \ PRA R i VEL FOR UNIFORM SPREA LNG OF STORM RUNOFF, ~ 2, ENSURE THAT THE 5 E DE S LE D
\ _i' C'' \ / _.____420. k,~ i ~1; ` ` ..%1 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. (NOT ON FILL)
~ o \ ~ x WELL LOT / ~ - ELL LOT 4. CONSTRUCT A 20 FOOT TRANSITION SECTION FROM THE DIVERSION CHANNEL TO 6LEND SMOOTHLY ~ ~
~ ~ WITH THE WIDTH AND DEPTH OF THE LEVEL SPREADER, ~ i PERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE. MAKE 5 DS
i , , ~i ~ ~ SURE THAT THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM CONCENTRATING.
11 ~ ~ ~ \ ~ 6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA 4P~ ~ ~
I 1 0 ~ k - OF THE LEVEL SPREADER. ~
r ~ I ~ L~ 3 r,. i ~ ~ _430----------~ ~ 41' L ~ ~ ~ ~ ~ ~ ~ ~ ~
OUTLET PROTECTION k ~`,4 \ ~ ~ 2 ~~,4 ~ 2Q X30
, ~ J~ 0, k~ ~ CLASS B RIPRAP , ;~Av I ~ NO SCALE
F I IN R ~ ~ ~ , W/ ABR C L E ~
~ V10~S,3 FPS ° do k r HW~ 4 \ ~ 43 t ~ r v y
- l r ~ 1 I i 1 1 t
k k k ~ k k k~ k k k 1 ~
1 r 1 k k k k k k k 1 ~ k k 'k k t 1
i.. I l ° ~ . i k k t k p k k k t
r y~ A ~ ~ ~ k k . k ~ O k , k k t 4 ~ I ~ i l ~ I i I k k. k ,
~ ~ ~ ~ k ~ k I i oo \ ' L PR'EAD R TY k~ i ~ I ok ~~7 ~ ~ k ~ 't!" ~ ~ ~ ~ j ~ LEVEL SPREADER SUMMARY CHART k ' 1 ~
~ 'SEE ~AIL~THIS,, Sh~'~ ~~5-~ k • , , , ~ DRAINAGE ENTRANCE
~ ~ I ~ ; ~ • ~ ' ~ I DEVICE ~ AREA Q(10) WIDTH DEPTH END WIDTH LENGTH 1 , ~ ~ 1
I Y„ A 1 V+~~ ~ A k., , ~d-~ ~ LS-1 0.19 AC. 0,7 CFS 10 0.5 3 0 ~ ~
~ ~ ~ ~ l/~ \ \ v La O ~ / VAA A ~N ~ ~ 3 , 9' , LS-2 1,04 AC. 3.8 CFS 10' 0.5 3 50
~ ~ ~ 1 i
9~ - ,~v ~ I \ ` B, F ~ LS-3 0.87 AC. 3,1 CFS 10 0.5 3
~ , A \ l ' \ 420 ~ 0 ` _ • t ~ ~ ~ - 7 F 10' 0,5~ 3~ 94' ~ LS 4 2.00 AC. .2 C S
' ' r T PR T' TI ~ ~ ~ J ~ ~
~ v r \ 3 t ~ \ CLASS B RIPRAP , ~ . . gyp,
~ ~ ~ ~ v _ `v W/ FABRIG.LINER tiR 1 ' ~
\ ~ 13 ~ ~ I , 3 Q \ \ i ~ ~ e o ~ ~ ~ F ,
\ , r ~ IN PR T TIN \ 1 . ~
~ ~ ~ ~ \ O / ~ ~ ~ r $ B RIPRAP ~ a~ -430---~, \ ~ ~ LEGENO ~
, I ~1,~. ~ / FABRIC LINER ~ ~
I DISSIPATOR PAD Aar ~
~ 19 ~ I
I r 1 \v r ~ ~ I t J ~ ` ` ~ PERMANENT DITCH LINING
~ I ~ ~ A ~ I ~ V • ~ i'
~ ~ I ~ i V , ~ I r V ~ 43 ~,3 ~ TEMPORARY DITCH LINING ~-~y
~ I \ 0~ I ~ ~ I i r r '440 - - - ~ i ~ ~
~ , ~ I r ~ r ~ \ r ~ / i i •
~ r r A ~ 14 ~ ~ LEVEL SPREADER
r , ~ r , , ~ r , ~ A ~ ~ ~ ~ ~ t! ~ ~
I r \pA ~ ~ ~ i ~ ~ ~ p'
I 0~ I ~d \ y ?p k k t ` k k t
I i I ~ 1 \ k k ~
I 4 1 8 A v I ~4~ , k 1 t k k . k k k t
r s \ • k k \ t k k t ~ \
I .e k k k
II 4 k k t I ~ . k
I 4~ I ~ - `
/ ~ - ~ 950. ~ k ~NYIHNµ~h
~ ~ 1 r ~ J k ~.~'N CAR b
~ ' I i~ / Q~''"~""'w. ti ~ ~~,SSIp a 9
17 ~ ~ N' ~ 4 ~
STORM DRAINAGE CHART 95z ~ OFFSITE DRAINAGE SEAL
PI Actual Plpe Pi Pipe Pe Pe ~ AREA=108 AC, ~ 234$4
Droina a Diechor 6 Fbwin Diameter Lenpih Slope 9 25 ~ Fu119 D l Upper Inv, tower Inv, S - - ~ , d 4~1
Area Q ch in (fE) Elevation Elevation (X) ~GJ From To Rim (ac) (cfe) Capa y O 16 E D~ ~
/ 454 F - - N A 0,97 6.2 7.9 16" RCP 70 48600 466.60 0,57 ~ _ - _ ~ ES 1 FES 2 / - / r, ,7
- - -
~ _ 102.2 38" RCP 149 450.00 446.70 2,35 ~ FES-3 JB 4 N/A 13,6 41,6 ~ ~ s ~ . r.
- 1 13,6 41,6 52,9 36" RCP 96 44660 446.00 0.63 / JB-4 FES-6 JB 4/36 ,30 _ ~ ~
- _ - 0 30' 60' 120' 240'
FES-5A FES-4 N/A 2.50 10 2 17 i 24" RCP 88 448 20
, 1 FES-7 FES-® N/A 1,80 7.8 8.3 18 RCP 64 ago w- I
SCALE; 1' = 60'
ShejNo.
N0. Revision Date B Designer Scale W&R Drawn By Date TDI GOLDSTON, LLC PROPERTY GRADING 8 NG & STORM DRAINAGE PLAN WITHERS R"ENEL
- BDH 25/03
Checked By Job No, WAKE COUNTY, NC sot SOUTHERN SECTION ENGINEERS I PLANNERS I SURVEYORS C-4 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax; 919-467.6008 www.withersravenel.com
BDH 202154

~ ~ ~ ~
I ~ ~ ~ r 42 ~ ~ ~ p I ~ ~
- ~ ~ \ ~ \ s wxs Lxzz v J ~ ~ CLASS B RIPRAP ~
~ \ I ~ ~ v W~ FABRIC LINER , ~
V10~3.2 FPS
,
I /y~ ~ ~
~ ~ y-.. „ r -
~ I ~ ~L ~
-7- ~ ~ AQ~.. % ! ~ 7 ~ ~ ~ ~ : I 1
i ~ i ~ ~ ~ Q i i ~ , 1 ~ ~ \ ~ ~
i , ~ ~1 M LX ~ ~ , J` ~ ,
0 ` , C S B RIPRAP / W fAR INR ~ D ti-~ ~ ~ , ~ I FED-2 ~ ~ -1 ~
1 / B IC L E , V10r7,8 FPS ~ ~ ~ ~ \ a i i /
~ ~ m ~ ~ ,
/ ' ~ ~ ~ ~ ~ / r l r ~
i f / i ~
/ ~ ~ ~ ~ ~ - 6, ~ 0
~ _ _ TEMf1, DITCH INING TYP, - ~ ~ ~ ~ ~
i L ~ ~ cp ~ ~ i ~ ~ ~ PERbI, DITCH. I ~ ~ o \
l ~ ~ LINING (TYP;) ,4so SEE GRASS SWALE DE7All D p ,J
i~ 4 , ~ ~ FES-5 JB-4 ~5 , CALCULATIONS BELOW F.OR ADW~A ~ ~,6 WX61X22, ~ ~ JB-4 DI~'CH RUNOFF TRE~TMEi~T A ~ ~C1A55 B:RIPRAP J
~ ~ i ~ W FAB IC LINER ~ ~ T0~ OF FILL-SLOP, ~ ~ ~ ~ / ~
~ ~ ~ 1 ~ i ~ i i SW~tLE LENGTH PRgVIDED~~ IS d00 ~
~ ' ~ ~ ~ i ' i ~ I I 8 ~ A (50 ~ ~ ~ ~ p~ i ~ ~ i i
PUB// tilt i ~ ~ c ~ ' o. (,f C ~ ~ ~ ~ ~ i i ~ ~ .35
1 ~ i nn t ~ i / ~ 0 ~ ~ 1 ~ t ~ ~ - 1.JG 1 .,~s~,
_ \ ~ ~ _ - _ ~s _ _ , \ _ t ~ 21+~ ~ 70+00 ~ 4 ~ .Q ~ ~ ~ , i
_ `-i S ~ - I ~ i t ~ ~ 3 1 i A ~ ~ \ 1, ~
t _ r- ~ , , , y
t ~ _ t - ~ ' g?-`'+_- goo ` ~ ~ i ~ ~ \ i 1pkb0 / ~ ~ ! ~ I ~
_ : . ' y~ i ~i ~ ~ , ~ I ~ ~ ~
r f6+00 ~ ~ II r- ~ ~
- - + - I ~'`~a t , ~ ~ I ~~i ~ .
~ ~ ~ ~ \ i ct I ~y ~ ~ ~ ~ / ~
~ ~ ~ ~ 'w ~A ~ 454 ~ i o,'~ OFFSITE DRAINAGE ~ ~
~ ~o ~ ~ 1w ( FES-3 r ~ FR ~ V ~ ' SE LEVEL SP EADER D IL ~ON S CA~„ AREA=1 ~2 AC, ~
o"~ ~ ~ t I ! IN PR T TI N 22
~ ~ Q ~ t 18 WX 10 LX22 D ~t a5a ~ r.. Ll! CLASS B RIPRAP ` 23 ~ V v
I ~ t ~ q- W W/ FABRIC LINER I ~4 i
t U aS l f ~ ~ 33 ,1' ~ ~
21 ~ ~ ~ ~ I . A 11,1 1
3 ~ . ~ ~ r w
I.EVEI SPREADER SUMMARY CHART
1 \ t \ ~ . ~ J ~ f DRAINA E ENTRANCE y ,
~ / ~ \ \ ~ \ ~ \ ' \ DEVICE ~ AREA Q(10) WIDTH DEPTH END WIDTH LENGTH
\ / \ ~ ~ ! ~ ~ ~ ~ - P T N ~ t ( i LS-3 0,87 C, 3,1 CFS 10' 0,5' 3' 41'
~ CLASS B RIPRAR I ~ 4~ ~ LS-5 2,35 C, 6,8 CFS 10 0,5 3 89
x;~ ox ~ ~ ~E~~ ~~pT ~ W~ FABRIC LINER ` ..r ~ ~ WX14LX22 D i,'
~ LIMITS ~iF t v1o~s.3 FPS m "`r ~ 1 ~ 0,455 B RIPRAP 100 YR, ~ FJ 1~' GRAVEL UN~UITABLE~ ~ t ~ ~ ~ ' % 1 ~ 1 100 YR, EADWATER
~ ~ ~ ~ b W~ FABRIC LINER ~ 2 ~ ELEV,¢4 3.9 A HESS ROAD S LS ~ - a ~ ~~so. ELEV,¢4 3.94, ~ ~ ~ 1
y. ~ s ~ 100 YR, HEI ~ ~ O , ELEV,+1'~4~ 100 YR, HEADWATER ~ A
~ ~ ,t FES*5A 32 ELEV,+1 *454,94 ~ ~ I" ~ \ l
t ~ .w ~ t I
t , k t t I i A ' ~ \
LS-3 '4~0. ~ ~ , ~ / ' ~ ~ ~
~ ' ~ SPREADER 3°~, t~ ~ SE~.L~EL ~ t ~ V DETAIL ON'SHT, C4, EXISTING ~ i ~ ~ o ~
. `'WETLANDS ~ ~ i i , ~
T'`FP, Ir+ i % ~ ~ ~ t ~ ~ ~ ~ t ~ ~ , ~
t ~ j
k k k k t i k k t t~ 1 I / i / ~~t. k ".k k ~ t ~ i 1 _ ~ / i
t k k i k~ k ~ ~ t / k ~k k / k i k ~ 'l ~ ~ 1 r
' / k .k \ ~ ~
t t ~ FES-~~ ~ , ~
V I ~ / 1 / ,v ~ , c~ F ~ ~ 1
1 ~ ~
r 1 I / ,o ~ ~ ~ ~ ~
t t , , ~ ; I I
i 1 1 ~ / / ~ 1 ' i } l I ~ i 1 t i 1
t t . t. o (/1~' , ~ I ! ( ~
h ~ i _ 1 ~ 1 ~ I ~ ~ I I ~ ; I.
~ i ~ I I ~ ! i ~I - ~ I ( I I 1 t ~ I
V ~ I ~ ~ ~ / ~ I I ~ I \ I ~
'Q~ ~ ~ ~ ~ ~ ~ I ~ I ~ ~ ` ~ , i ~ ~ ~ t ~ ~ t o I
Q F t t ~ J ~ / ~ ~ t ~t i ~ n F , , , ~ ~ 27 ~ I / ir~~
_ t ~ ~ ~ ~ ~ ' ~ ~
~ ~ tt ~ ~ t I ~ i i ~ t - - A ` ~ ~ ~ ~ ~ ~ ~ ~ aq I
~ ~ ~ ~ I ~ ~ k ~ i ~ ~ t ~ ~ ~ ` 1 ~ , ~ ~c'` ~ ~ ~ I I
goo„ ' I ` ~ II ~ , I 1 ~ I ~ ~ t ~ I ~ I I
o ~ I , , ~ ~ , 9
~ ~ , I ~ ~ ~ , ~ -4' 29 ~ ~ i
~ i ~ ~ 1 t ~ ! t + ~ ; ~
4 I t ~ 1 I 1 o i 3p , t ~ ~ ~ ~ ~ I ~ 28 i r i o ti ~ ~ ~ ..r,...,.. i 1 ~ 1 . A ~ ~ ~ ~ ~ W ~ ~ ~ ~ ~ ~
.1 ~ / A ~ 1 i I I ~ I ~ ~ I 1 ~ \ ~ ~ m - ~ ~ ~ ~ ~ PTA > 1 + h ~ '
I ~ 1 ~ i ~ _ - I ! I ~ ~ A 1 ~ ~ A t
'E. ~ ~
~ ` I y ~ a 1 X11 /
- Ay - - ~ ~ k ~ O t~ t O t.. ~ ~ 0~ ~ k t ~ ~ ~ ~ t t ~ ; ~ ~ m
A - ~ ~ ~ k k t - ~ ~'t I ~ 1 / / + , A k ~ Y~ I ~ A ~ / /m
0 1 - k t k ~ ~ I ~ t t , k 18 t -,3 AC, RAINAGE AREA-~ 1 OFFSIDE D
~k k t i I t , t k k i \ 1
k k k ~ - ~
~i. k t 1 / Tl
T ~
~q t k k 50.. ~~/NINIp
CAR"'~? pK 1, .
~ ~ ~ 1 ~ `hq'/~ LEGEND • ? ~,SSI 9 ~Y
17 ~ ~ 4S ~ ~ ROADWAY ~ 4 9`
? ~ FSITE DRAINAGE" ~ \ ~ k ~ EA=108 AC. SEAL DISSIPATOR PAD
~ ~ ~ STO DRAIN GHAT 23484
Pipe Actual Pipe Pipe Pipe raT,o scae Shop d ~ ~ ~
Dralnoge Diactwrge Fbwinq Oiometer Length Slope F ~ EX1S1~ G PDE PERMANENT DITCH LINING '~y q P Q( ~ N f
A~.~ Q2g Fup D L Upper Inv, Lower Inv, S gp;1 51.0 IF-III=II`I ~ a N TEMPORARY DITCH LINING ~-~_~u~:~
From To Rfm (oc) (ete) Capacity (in) (tt) ElevoNon Elevation GRASS SWALE CALCULATIONS - - _ - DITCH SECTION LININGS JGS
FES-1 FES-2 N/A 0.87 5,2 79 16" RCP - 70 - 46600 - 465,60 .,0,57 ALONG TOE ROADWAY OF FILL-SLOPE FROM STA 13+75 TO 14+75 I H _ _ - SHAII a'
DRAINAGE AREA AT DOWNSTREAM END OF SWALE = 0.30 AC. LL M L LL - - FES-3 JB-4 N A 13.b 41,6 1022 36" RCP 148 450.00___ 446.70 ,,.2.36.. Q(2)=1.04 CFS BE CURLED WOOD M I H S fNTHETIC NET. LEVEL SPREADER d~'~ , ~ l?~~
_ MAX. SLOPE = 4.OX J8-4 FES-5 JB-4/351,30_... 13,6 41,6 529 36" RCP 86 446,60._.- 446,00 083_-- n=0,30 - - ALL PERMANENT DITCH LININGS SHALL BE SHALL BE 0 30' 60' 120' 240'
_ _ _ _ _ _ LEFT SIDE-SLOPE=3:1 ENKAMAT 7020 OR APPROVED EQUAL, _ _ _ ~ _ n~" oro ~aR 2n 447.70 0.97 RIGHT SIDE-SLOPE=60:1 I EQUAL,
FES-5A FES-6 N/A_ L.aV V(2)=1,68 FPS DEPTH=0.14' i
- - - - - Q(10)=1.30 CfS, V(10)=1.78 FPS NON-EROSIVE SCALE; P = 60'
FES-7 FES-8 N/A 1,90 7.8 83 18" RCP _ 84 426,40 426.00 0.63
r~
No. Revision---- Date B Designer Scale 1. REV. PER OWO COMMENTS 6/6/03 BDH W&R 1 "=60' & STORM DRAINAGE PLAN WITHERS R"ENEL Sheet No. J
_ Drawn By Date TDI GOLDSTON, LLC PROPERTY GRADING & S
BDH 2/5/03
- Checked By lob No. WAKE COUNTY NC NORI ~ORTHERN SECTION ENGINEERS I PLANNERS I SURVEYORS C-3 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
BDH 202154

i SITE DATA
R D TRACT SIZE 49,95 AC,
P,I,N,'S 0750,02-58-8444 & 0750,02-69-0552 (PORTION)
ZONING R-30
Ml CURRENT USE FARM/RESIDENCE
TH - RO AD ,
130 PROPOSED USE SINGLE-FAMILY SUBDIVISION
3 TOTAL # PROPOSED LOTS 35

PROPOSED DENSITY 0,70 DU/AC,
' 30 000 SF MIN, LOT SIZE
CKS FRONT 30' \ sETBA , REAR 30
, ~ SIDE 10'
N/F N F N/F i' \ CORNER SIDE 0
GENE A, EVANS / N/F LObYIS SR. do ZELIA G, NORTON MAX, TOTAL IMPERVIOUS SURFACE 7,49 AC, (15~ OF SITE)
N 0750,02-58-27 IANA NORTON COFFER O,C. DOWNING PIN 0750,02-58-3990 PIN 0750,02-59-4097 N/F / N F ZONED R-30 ZONED R-3D - PIN 0750,02-'59-8$57 [PROPOSED ROADS ~ 68,000 SF (1.56 AC.)]
q50 / M i ZONED R-30 N/F JOSEPH w, & CHRISTINE w. DEAN WILLIAM J, HAIR, JR, B 988 PG 211 MB 19$7 PG 1171 CONSTATIN dt ELENA POPA ZONED R-30 MAX, ALLOWED IMPERVIOUS SURFACE PER LOT
PIN 0750,02-57-6147 02-58-2632 PiN 0750.02-59-6208 TOTAL ALLOWED 326,000 SF
ZONED R-30 ZON ZONED R-30 , MB 1978 PG 159 M8 1988 PG 211, 425 M6 1987 PG 1171 LOOM N F ROADS -68,000 5F /
LOOMIS 5R, dt ZELLA G, ORTON 258,000 SF TOTAL FOR ALl 35 LOTS PIN 0750.02-69- S7 \ 258 000 SF 35 LOTS ~ 7371 SF IMPERVIOUS SURFACE ALLOWED PER LOT, , /
. . ZONED R- THIS PORTION OF TRACT 1 NORTH OF
, SMITH ROAD IS TO BE SUBDIVIDED FROM i'ce` , WAT R DISTRIBUTION ' R F TRA T 1 RESULTING WATER SERVICE COMMUNITY WELL/ E
' 425 THE REAMINDE 0 C , • ~ IN A STAND-ALONE PARCEL OF 1.15 AC.
N28'4424"E 748,23' N " '48' `E' 42p,y4"' • • . , N 751'1 "E .95' , SEWER SERVICE INDIVIDUAL SEPTIC SYSTEMS N '43 E 470,22' 2S N27'4325 E
748 22 1 63, . rt i , r 56 1 1 ~ i ,,.R , ~ 3 p' r .92
~ rt . _ ~ t ' , t ~ ~ ~ ~ , ~ ~ ~ , t ~ , , , , , _ ~ ~ ~~fy ss DEVELOPER/OWNER TUCKER DEVELOPMENT, INC. i AK ~ TY`
, 'X ~ . 1 r . r. r a , ~ ~ ~ . e ` , IL f'1`Y?t~ ` 1151 EXECUTIVE CIR,, STE, 201A , r1 , ~f,.., x' ~ ~F CARP, NC 27611
r , ! ~ f. / f , , , t F / , r ~ ~ F PH, 919-319-5554
598' ~ t `...1 s._ E. v '`F.. ~ , J . 1 ' ~ FAX [phone] ~i'~ ~ I~ 1,127 SF
n ~ , ~ ,r _ , , f ~ ~ ~ ' 1 ~ ~ , ; , , 30 NR6 7~ ~ ~ ' ATTN; JAMES TUCKER .r
ONE i ~ _ ~ r ~ ' T~ - , _r , Z ~ J _ ,,r ~ N ~~.r' P ~ it NI .r ~ N • \ I rp ! ~ ..f ~ I F J ~ ~ Y V , I ~ I / r' / ~ ~ ~ , y , ~ A~ p ~ ~ r a,0
, 1 . Y , , ,
483 ~ ~ l ' ~ ' ~ E ~ ~ ~ 1 ` ' m .,rr ~ ~ r .f-, 7( • t P ' , i ,r ~ i1 ~ R ` ~ / INEZ LOCKLEY GJiFFIN ~ ~,C~_ 1 ~ ~J
i _ A ~ x ~ 4 ~ ~ , r ~ da - v ~ ~ S ~ .;..6 ~ J PIN 0751.04-60-2262
. ; t. ~ r ~ , 35312 ~ , , P ' ' t ~~E~TI~ IE,~D ~ ~ ~ j ~ ZONED R-30 ~ ~ ~ l 1 ~ 1 ,9 ' ~ r i ~ 1 ~r S
~ ~ ' ( ~ i J ~ ` 33,292 SF ~R 100,4 9 5 ~ Via. • ~ ~ ~ , 31,244 SF , ~..y ~ I f I " r ~ ~ , ~ i~ ~ , t J ~ a ~ r ,
32 328 SF ($D ~ ~ ' ~ t o ' , 20 ~ + ~ r'-,.., ; . gL
.rf~, ZQ , rv tfi i ~ ~ ~ ~ ~g, ED(jE'E~ 'p j'.,. t %j ~I tD G t a5 sF ~ 2 Gf) , I k / r ~ 'A r ~ it ~ ` ~ i; 39,398 SF f: ' , ,
1 41 7 _ 6F i a _ ~ , ~ . 1 J y' j' - ~1 i i if ~ t _ 3e' y i , ~ , ~ , 1 f ~ r` ,8 - , ~ ~ . r i . r ~ f r,
` f F. f~ - ' .o , ~ ~ ~ ~ ~.~d ~
~ ~l°rt ~ ~ ~ ~ J,. r , , , I r , Gr:''" 1 q~ ~ 111 g __ti-~- , + r , , , / , - ~ r~.,
t P, . r _ ' t ~ ' ,..:y ~ d
T~, ,f C ,7 ~ 5 21 "~9. ~ r , _ 'ti f , , , r. PVG w 0~ ,ear ~~f f ~ pNE4 ~ ~r E RED v
,-t. L , r. . -d. ~ ' l ~ ~ % r. _1 a 3 ~ J ~ ~ ` ti 0 9
, . ~ ~ , ~ Y~ ~ , ~ 1 ~ 'v . 23 _ . / r ~ . I ~ _ ~ 40,499 Sf w ~ 34 ~ x
A 4 r r' , / ;R r , . ! _ 34,699 SF ` „ r 1 a_ d. b ~ 4 SF I,,,, 33 ~ as,98s sF ~ 'yf
~ f ~ ~r. , ~ r 3t 79 w t , ~r _ ~ ~ , , s 34,851 SF ~ I ~
~ ~ t"' 78,284 SF O ~ • y / ; ~r . L. ` , r
r' ~.r ~ 'r ~ , .,r ~ 22s , ;I ~ IDA MAE MORRISON ~ PIN 0750 02-69-4842
1 ~ ~,.i ~ F ' , ~ w 275 ~ , ~ ~ t ZON R-30
a ~ m U „ ~ ~ _ ~ MB 19 PG 328 6 SDR21 I ~ r ~ ~ I A
y ~ ~ ab. ~~q,155fSF% ~ ~-,i_ 1 L„~ ro is 6 S[ W N ~ 1 ~ y, ~ .,r 25 a ~ PVC I 0 / ~ , r~ ~ ~ '`,r ~ , ~ ~ ~ PVC WL l ~ ~ ; ~ ~ ' ' ~
' i~ ~ ` yI' 36,257 SF ~ 11 ~ ~ ~ , ~ ~r" i ~ In ~ v ~ ~f h' r~ r ~ ~ { ~ r' 32 ~ ; ~ ~ ;d. ~ P
64?IJ4 SF , ca 35,181 5F
( / Y ~ ~ ; ~ ~ 1 ~ ~ , t~ % l 4y
1 ! ,..a 100 YR, FLOOD BOUNDAR 6 SDR2 ~ ~ j ~/p,~~ / 1 , / ~ , ALONG PRIMARY STREAM PVC WL f ; X05' ~ ~y l
E ~ ,r ~ ~ P R FLOOD STUDY BY ~ s set sF TYp, ~ ~ ~ r ' B ~ N/F 'm DONNA M, PATTERSON
, 1~ ~ ~ ~ ' ! L ~ ~ , . y l .a, ~ , WITHERS & RAVENEL INC, ~ ' 1~ ~ A" ''4. ~ , 1. 1 ~ d , ~ r ~ i~ , ~ ~ % ; PIN 0750,02-69-7964
°r, ~ : " ~ a ~ ~ ~ +~~~yy~ r: e ~~r ~ t i 1 l- 1~ ~ l ' . ~ f _ < r . 1 ~ ~ ' ~ ~ ~ ~ ~ s ZONED R-30 w, ~ r ~ ~,,i:. I , ~ i ~ ~
i ~ ~ • 'o - ~ ~ t ~ ~ , , ! ~ 8 ,40 ' ~ , ~ V J~, ~ 1 • T s y, 1 r ~ ~ ~ ~ ~ ~ ~ ~ ~ , f ~qR ~ i ~ ~ ~ `'7, i ~
, ~ ~ ~ ~ ; , , ` ~~~1 iC 11 ~ . i' - ~ q0~ ~ i~ l f , r ~ ( 1 ' ~ ~ ~i~ ~ 1...,,,, , r~.
, ~ , , ~ , s 53,609 SF' A , ,.f r,, , ~ ~ 4 , r r , g ~ i 1~~~ , r r
' ~ f1 20 ~ f ~ ' , h , ~ , ~ ~ ~ ` + 93,721 SF 'w, m ~ ~ ~ , , ~ ~ x ~ ~ ~ i r , i . ~ ~ ~ ~ ~ N F N F
r ~ ~ ~ ~ ~q ' ~ T"'7r' ~ f t a l 0,496 SF ~ ' ~ ` ' ~ i , 7 ~ 1 ~ , ~ / / 1~ ~ ` JAM REGINALD JUD E C, do ATRICIA M, BECKWI 0 , J,
f ~ r ~ y l / ' r ~ ~ 1 ~ . i ' PIN 075 ,02-69-8713 PIN 0751.04-80-9173 f r , r ,1, r 30 '
PVC WL ~ r ~ ~ _ r ~ ~ ~ ~ i ~ ~ t ~ , , a ~ r 1"'' ' , ~ ~ .J ~ i , r ~ ~ ~ a ~ ~ ~ . , ~ t ZO ED R-30 ZONED R-30 e ~ (
a 13 N ~ i <<_, , ~ ~ 7, ~a p. ~os~a sF 56 ~ ~ ~ , ~f ~ - ~r ~ MB 1 95 PG 450 MB 1983 PG 459 f'~- ~ 1 f r ~ ~ _ , ~ N F I ~ , ~ ~ . ~ ~ /
/ ~ 30 038 SF fi ~ i J,., ~ , ~ t'/ y25 J PW H ~ ' i ~ OSE W, & G RISTINE W, D ~ ~ ~ i i I t' ' ~ ; ~ f a6,3 a sF , 4 ~ ~ I + RUDOLPH A, dt WENDY DUNCAN ,r PIN 0750,02-69-9963
P - ~ / , . NRB ~ r ~ ~ , , ~ , ~ / , • IN 0750,02 57-6147 , ~ O G , r ~ N. ~ ~ , . ~ ~ ZONED R-3D / , j ~
ZONED R-30 ~ c~` ' _ ~ ~ r ~ , 1, ~ MB 1978 PG 159 ~ / 9 ,1 ~~~,7 ~ ~ ~ ~a , ~
I , ~ . ~ ~ . 54.aat 5F r` i~ ~ ~ l ~ t ~ ~I U1~'A LE~ 29 i e.~ r ~ ~ i ~ ~ r ~~7 - r 1 ~ ~ I ~
~ , , ,o ~ l ~ rr P iC~''~~F L~ ~ I ~ ~ ! ~d B 101,767 SF ~ ~ r•.. r ' I a
1 ,..1, r ~ y ' ~ ~ ~ ~ ~ ~ ~ „ s , ~ ~ ~ ~ F~, .858 SF ~ e ,z ~ , , , ~ 1 a - ~ ' , ~ , ~ ~ ' ~ _ , E ~ ~ 1 ~ j r. `f,. i
~ , ~ _ t 4 ~ ~ ~ i e5 _ , ~ r > m 653' /
, 3a,oo3 sF \ ~ ~ t . ; ~ / ~ m 4 1145.85
~ ' . ~ Y. r ,r.. rt... ' r s. S22'S~
DOTTED LINE REPRESENTS ~ ~ ~ ~ ~ r ,.s 6 21 X;' 4
$ ,z ~ LIMITS OF WAKE COUNTY ~ A.
titi FLOOD HAZARD SOILS (TYP,)
sJ • , S N/F
15 ~S8 ~a~,, ; ~ CRAVEN A, ~ CRAVEN A, & LIZZIE MAE W. LANGSTON
30,260 SF 1 ~ PIN PIN 0750,02-79-4611 ZONED R-30
30,443 SF R~ ~ ~s '
N AD 2 0
38,183 5F ~~8~ X15 ~ ~ ~ ~ 0~5~ ~ 02 p~ 2
S ~ (QOy~~ NOTES: ~
9 2 1``~---__. ~ 1. BOUNDARY SHOWN IS FROM MB 1988, PG 326.
I a ~ ~ JUn, 1(103 , o ~ ~ do
o ~ o~ ti 2. EXISTING TOPOGRAPHY SHOWN IS FROM WAKE COUNTY AERIAL, ~///11NIN11/~
~ 3. UNSUITABLE SOILS LIMITS AND WETLANDS SHOWN ARE FROM FIELD ~,,',~N CARp ' DELINEATION BY SOIL dt ENVIRONMENTAL CONSULTANTS, PA, AND • ~
ti ~ ~~~°,ayt^ ~ P V N INC. $$J ti.y SURVEYED BY WITHERS do RA E EL, F~ 0 .~9 ~~Q N'
a ~ ;Z 1 4, THIS PROJECT WILL BE SERVED BY A COMMUNITY WATER 4 ~
~ a4L o ti w ~ 9 ~ $c^'o ~ o DISTRIBUTION SYSTEM TO BE OWNED AND MAINTAINED SEAL BY HEATER UTILITIES, INC, ~4
q O d N4 e~ o~ ti 5. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN ~ ,
~o ti a oy o 2 w~ R MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT ~b~~LL THE BUILDE "Ki r , ~
do ~o a ~ ~y s FROM WAKE COUNTY ENVIRONMENTAL SERVICES, THE BUILDERS t ~q~a.,.~"' P PR PRIAT MUST b /1( ~ ENGINEER, ARCHITECT, AND/OR SURVEYOR (AS AP 0 E) +y/ EY
< 2~~~ ~a~ w~ CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MEET, Illnal /
° ti ~ ~ a• i 6, THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT
Dad w ~ STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD , SOILS 0R FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100
a ti ~ w ~ a`~o YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE (y ~ ,
~o~ o o~ LEGEND COUNTY AND/OR FEMA. T 0 50' 100' 200' 400'
ti ~ o~,~~ o 7, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WI H ALL APPLICABLE WAKE COUNTY SEDIMENTATION AND EROSION
N o w _ , _ . ~ ~ ~ n, CONTROL ORDINANCES, AND FLOOD HAZARD REGULATIONS.
~~'x _ AREAS WITH SAILS UNSUITABLE FO ~ - 'A ~ ~ ~~k~, k~~ CONVENTIONAL SEPTIC FIELDS (SUITABLE FOR g, THE WEII SITE ACCESSS ROAD AN ALL APURTENANCES FIELDS SCALE 1' = 100'
BD, ~ 4 ~.X.._ r,.x. ASSOCIATED WITH THE WELL LOT SHALL BE OWNED AND _ MAINTAINED BY HEATER UTILITIES, INC. ALL CONSTRUCTION SHALL BE IN ACCORDANCE
~ WITH CURRENT WAKE COUNTY SUBDIVISION
~ \ ~ r~nnni A,.i~r AAIn Al!`n/~T CTA ~IfIADIIC o. CDC!'IGI!"IATI(IAIC
VI(UIIV/11V1,C /'iIVV IVI.VV I JII'11VVnI~V.7 LX "I L.'-41
i
WITHERS R"ENEL )VERALL SUBDIVISION PLAN ENGINEERS I PLANNERS I SURVEYORS c.1
MWAKZ Revision Date B Designer Scale i/20/03 BDH W&R 100, Drawn By TDI GOLDSTON LLC PROPERTY CO. REVIEW-- Date OVERA
BDH 2/5/0 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
- Checked By Job No, WAKE COUNTY, NC
8DH 202154