19990852 Ver 1_COMPLETE FILE_19990809

JAMES B. HUNT JR.
GOVERNOR
July 29, 1999
Neal C. Floyd
7908 Audubon Drive
Raleigh, N. C. 27615
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
y 'S
9
Subject: Neuse River Basin Riparian Buffer Rules
NBRRO 99-162
Poplar Springs Subdivision
OFFICE
WAYNC 111CDEViTi. Johnston County
SECRETARY -y
- Dear Mr. Floyd:
On June 28, 1999, I met with you at the subject property to conduct a site visit for the above
referenced project. This project is referenced by the Raleigh Regional Office as NBRRO 99-162.
The features represented on the Johnston County Soils and the USGS maps were evaluated to
determine their subjectivity to the Neuse Buffer Rule.
As a result, it was determined that there are two features present on the property. One feature is
r represented on the USGS map in the middle of the field. This feature is not subject to the Neuse
River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233). The feature
represented on both the Johnston County Soil and USGS Maps as a stream is subject to protection
under the Neuse Riparian Buffer Rule. The map received by this Office on July 29, 1999 details the
non subject feature as a wetland pocket.
This letter only addresses the applicability of the Neuse Buffer Rules. Thank you for your attention
- to this matter and if this Office can be of any assistance or if you have additional questions, please
do not hesitate to contact us.
cc: RRO/John Domey ?
Beth Chesson Jo. Co. Util.
H:\nbrlet.for\neuse.buf\popsprng.162
3800 BARRETT DRIVE, SUITE 101, RALEIGH, NORTH CAROLINA 27609
PHONE [phone] FAX [phone]
- AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
g-
.sid'3 r'

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE
August 3, 1999
NK
Mr. Lester Stancil
,Y. 204 East Depot Street
• Post Office Box 730
JatESB_HuNT?R Angier, N.C. 27501
GgtiseHOft
1A?AYNE MCDEVITT,
,SBCNBTARY _ .
Dear Mr. Stancil:
yf?
Subject: Neuse River Basin
Riparian Buffer Rules
The Village Of Wynchester
Project NBRRO 99-163
Wake County
bx" , On May 18, 1999, I met with you at the site of the proposed housing development on SR 1010. At your
f ; ` xt '? Wiz; request, an evaluation of the features on this property were performed to determine whether the site would
X require compliance with the Neuse Riparian Buffer Rules. This feature as indicated on the attached map,
received by this Office on July 265, 1999, is subject to protection under the Neuse Buffer Rules. This project
is referenced by this Office as NBRRO 99-163.
•x:
The proposed road crossings will be subject to the protection of this Rule. It appears that the road crossing
' in between lots 31 and 32 could be shifted down to lot 34 and further minimize the impact to the buffered
+ area. In addition, the road crossing at lot 8 to the cul de sac at lot 9, needs to be made as perpendicularly as
possible.
Attached you will find a Pre Construction Notification that needs to be filed for the impact of the road
crossing to occur before this phase of the development is begun. Please note, depending on the linear feet
or acreage involved in this project, there may be jurisdictional wetlands or waters that may require
?_ . concurrence with the Corps of Engineers. This letter only addresses the applicability of the Neuse Buffer
Rules.
Thank you for your attention to this matter and if this Office can be of any assistance or if you have
additional questions, please do not hesitate to contact me at 571-4700.
Sincerely,
3L-, Steve Mitchell
Environmental Scientist
cc: RRO/John Dorney o
H:\nbrlet.for\nbr99\wynchest.163
3800 BARRETT DRIVE, SUITE 101, RALEIGH, NORTH CAROLINA 27609
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
078 ° 40' 9 .? l" 'iJli
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\ \ \ ~ \
\ ~ \ \ \ \ \ \ \ \ I /
\ \ \ \ Yes e , NcCannel] ` / DEED NORTH
\ 6.$. 31~, Pg. 249 ~ . - ' ~ O f / \ - I B. M. 1988, Pg. 625
\ ' \ \ \ \ ~ - -Jeas~ll"McConnell \ I O ~ ~ ~ \ I ~ \ I
\ \ \ \ I I I \____i .I ~ 1 i \ \ \ \ _ _ - - I Ton H. Case 1 ~ \ v fl \ \ 3 it
\ 1 L y y Ern (Ben 1 E 3067 To 1 - ' - / ~ I d.B. 3262, Pg, 160 \ Andrew Hills Subd. \ g2s z ~ 3 ,
•--44.8 ~ to ~ - - - I l / \ Behind Pme ~ ' \ , ~ / \ M.B. 1998, Pg. 815 - \ sump ~ ; , ~ I / 1 1 / I \ - ' ~ . \ - - ~ ~ Ito 3I \
. - c ~ ~ ~ ~ g ~5 V \
• 1 - - ' X4.99' 1 S 05°28• \ \ / \ Sue B. Cay ~ 0. ~ , / . e1~ / ti ~ ~ tif~ ~ I 1
~ ;a~'o, \ 15.88, ~ 835.52' (Total \ ~ \ / / I D.B. 2670, Pg. 454 ~ " ~ _ \ I 42 \ \ \ to ; ~ I 1 1.01' ) ~ 454 ~ ~ ss \ \ i 6'! ~ 1 \ I \ ~ tPiEitehart, Phase 1
~ p ~ \ \ COIl~m~ns-Af'Ca- 1 uQ I ' EIP ~ \ I / ~ ~ ~ ~ 4~ \ \ ~ ~ , ` ` \ ~ 9 • I I DJB, 2198, Pg. 109
'0 , " \ 2$1' ~ ~ \ ~ - i~'9,8 ' ~ 154.9 ' / I / 5 , . \ ~ ~ . 3. j'4~ Ac. W ( I ~ ~ / ~ 12 E1 54.95 ED' I 1 / A ~ ~ / James R. Cochran ~ ~ M.)3. 1997, P , 1645
` \ \ \ ~ ' . • SOll , \ Q 88' e-- S 05°32'0 ' _ _ . ' ~ I 1 o~ ~ ~ / 1~ W S~ / /ti 121.16' 8'~~110. / Ro Cochran, r, ~ / D.B. 401 P . 901 I g ~ ~ I / ~ Y ` / g / / ~ ~ D.B. 1488. Pg. 537 / ~ / I
c; ~ \ ~ \ p' \ ~ t>' h~ ' 1 - 4Q \ \ ~ 18.15' 05 22 5 ''iY 313. ' 13 ~ I i I i ~ ,N 59°11'22" /8.52' I ~ ~ .BO (Total ~ i ~l~ 7
\ \ . ~ ~ . . \ I ° ~ r° 0.680,Ac. m , / e ~ 5' ~ (otal) S 0 ,,,i ~ i EIS TO CM / ~
- ` \ a o r• . ° 0.626 At. ` _ - / ~ ~ Ize.S \ ' . ~ . L : ~ \ ~ so, \ ~ N \ s•. - - , , / i \ 1 fYr4 Ac. i 1~ - _ 6 p 128.58 s°34''30"Pr' .4 , ~ i Tie Only / ~ • • ~ ~ - _ _ _ i 12E 5 (Total) ? g O i l ~ ~ ° ~
\ \ ~ ~f ~ ~ `~p'`,: \ 0 ,fi ti~ o' y j 4 ' o ~ ry tip{ / 1 6 31' Ecx / \ ~ l / 10.12) ~ - - 71.1Jq Ers Br ErP ~ o I , ~ ~ 01 - e ' - _ 1'40.7 i ~ 1
o ` ~ \ ~srs \ \ \ ` ti ^\h~~ti 33 ~ 15~ ti~,~ m / 20' rain _ - ,c s' S I / b Easement - _ _ E(S 95 7 ~ OB 2'14';N 4 J ~ ' _ _ S g
` ~ / o \ ~ 0.633 ~ y ti \ 16 m ~ / o~ I I ~ S 05°0333"W \ 'nro\ ~ \ ~ 5 AC. ~ !c 0 - I ~ i i - - _ 9 o1.z7' (Total L-7 _ -Grah$ - - ~ G. I I ~ ~ (Bent] - L 1 I11 ]ti'
0 28.c~,81' ~ \ s.. ~L. ` o \ ~ / ~ W \ ` ~ 'C 0.633 Ac. t / o I I b I N / 24e.o7~•~ ErP / IL: C, ewtou Rd. I I 21 ~ ~ s.R. 60 v , ~ / y y L,s ErP 1386 P R/~`
\ \ \ \ I ' " • 0.788 Ae. \ \ ~ •1~ ~ \ \ \ ` ~ ~ - ~ ~ 976 A e~ Fe~ o I I I ~mti ti ~ubllc Be I o I / ~ Southern Brll Easement ~ ~ L_ L- Dedicat Its Lake Road
\ \ \ \ is ~ s. • ~ ~ ~ ~ / ~ ti ~ / ;4~ ~ n ~ ` 0.903 Ac. 46 1 Ql Deed Book 71.'9 Pa e 82 r 12 L-13 _ 15 ed) ]t~ C.S.F 60 R~1~ ~ ~ , I I o'`~ ow + g ~ ~ l'9 v SouMem BNI L 14 1386 (Public
~ 25.00' ems. A ti' ~ 0 0' ~ ~ _ 6, 12 ~ ~ _ e~- ~ ~ C ~ ~ \ °'x oy.~ ~ \ ~ • i 0•Q \ ~ _ 1.0~' 12 • b~ r"~ :r per,, x: •W 1 l~ \ +v h N ~ G, x.55 ° . ~ l~ M ~ , `~S L~ 9 See N:,tes ~ cp~;Pm.~, Dedicated)
3 25.80' ~e \ \ ~ eo ~ • :L : 165.48' d' ~ ~ ~ 4$ - 05°pg',g2" ~ 12z.,Og•' - ~ ye is / \ \ , \ ~ t ~ N 03°59' ~ o `r l (joo A. •30• ] ~ X384.89' - 6 e'~ , , r ~ ~ ~ \ 19 h~ os°35' yg stmton 16 - \ tp 20 E n~ti y~ ~ / 2 2 See notes 1~ ~ M \ a 1 249. ~ k' ti ~ L' 1
E 1I:83~! c. F 55 c 3 r 0 ngress,Rr (Total ~ ~ ,15 - & ~ 0.9861Ac. ~ 2q~ o ~ • r _ ~r ~ t 32.62' 'd i / . 0.986`Ac. ~ ~ 0. 1 Ac. S3 6 ~o° i 6 . ~ o~aon
\ /s \ e F 'ci w~ -..r. C-8'-~ . yl,~ _ y X05 0o'3z'E.~ -s'f - / (N 03 02'20"3~ ~ ~ \ I ~ ~ all ell l ~ rs rF ~ 1.395 Ac. L , Ad aic
\ ~ \ , ~ . st, . l\ ~ ~ _ S ~2. oT • ' 111.49' l / . / Beverly H. Thomas Division t` r° `d .q~\ F ~ ~1 ~~.8+? - ~ a° _ \ - °y~. • - , ~ ~ ' ~'d° fig.- / ) l / , I ~ I ti ~ RI4`
~ \ `'u Q~ b ~d 85' ,,c'h _ . ~-x~,aJ 20~Dtaina e" l ti I e \ L-112.0 Book of Maps 1985, Page 349 k ,b . 9;, _B_~ p Easer~li E' . ~ . , pie 13,, C_2z / / tS ~ ~ ~ljo s. ,4, ~'n oO~J ` _c o_,.=r jy~.,_,` ~ i - - - ae°. ~ - c e8 ~ r / I i93 I ~ ~ ~ °y ti o ~ \ 23 / l ` 0.903 I ~ nJy ~ ~ / X20
, - ? , \ ti 4° f' 0 9 e \ r- ~ ~ "euse ~ " . ' . . ~ 50%°•'~, \ at P~ ` I / .05, / . ~ r ~ , ` \ / y '\1 ~ v, ~ w••• 50' N far ~ `S'" ~ ~ ~V' ~/al ry i a o, Ac, y y y ~ 1' / ~ ~ I / ~l ~ y ti~ ~o ~ 0.86 ~Aa ~ 1
~ ` ,r : Rwer Buf y s f ci ~ : e0s F w ,y9, 00 ; ~ - ~ ( i a 1 N ° 1 ` 0.541 ~ 1 ~ ~ ~ \ • ~ ~ b - - e , - 6 ° 1 25 ~ 2 . 36.e , ' ~ o° ~ 2 al .65, ' ° 4'31 25 d~ ~ / n
\ ~ ~ / ~ ~ \ .~c:ia.< N o / / / `r•u' .w ~ w ~ ~ ` ~ °5 y'~J' g' 275'0 252.8V') I 3B'E /
~ \ 1 \ ~ •c / ~ w _ BU1' _''.-h• ~ R' , C'z5 S 1/5° / 354. A 05°00' \ ^ ~ el / t~ • S 05.° - - far l'~ ~0 ° k I 1 3~. 38. 32'E 7~ - _ 'z c ~ / , 0 08.3,Z'» 28~ , i~ 2 2 1 ~ Ig 3B%jp .fTot 35 ~ 9 1 ~ / ~ G' '6s. ry : ~ ea 4. ~ ~ ~ ~ 3e 124 ~ y 65 / , 1 P ~ b 9 f?'otal ' ~o/ i 25 ~ °lA 3 , 24. ~v v A ~yG
Er r m ~ \ z..,• ~ ~ ~ / / ~ o ' ,,.1I (Total) ' ' S 2 I 5•,28' 3 aIJ ~ \207.11 ^ w ~ ; 'tit . , / , g"E ~ ~ 113.90' ~Y~ ~ ~ I I / 54.38/ t54 3 ~ ~ (fir 19 p fe v ~ r,~ Jb B (Tot L~71,H0 -225.0 9~ / ~ ~ ~'y'~ Ito
~ 1 I ° ~ ~j.191` Ac 1.~ ~ 1 ~ . ( / ° 10 ~ - - - - - - ~48:zi= _ V ~ t , (Tote o \ I o o . \ ~ o S 19 ~ / - - - \ ~ ~ ~ I t I w~ 138 !l l3 a1J R- g. 0.863 Ac. dr \
0.461 Ac. . ~ ~ \ ~ ~1 / _ _ _ `G ~ ' r. / 8,31 • o / / ~ .16 / ~ ~
~2 ~ is g°? S• / ~ ~ ~ . \ 0.R / / 1 0 ~ ~ ` \ ..fix , ~ w 0.4~1'Ac. ~ 0.461 Ac. '''y\ ~ _ ~ I o I pp , 1 R=275 ~1 °20 Rx. / ~5 1
5 0 32"W ~ G r~ ~x o o i. 6 ~ ;a > :t \ 7 o I W \ N ~ 78.17' (i12p91¢'L' •i~*; d ~ ~ ~ ~ `d 3~ ~ ~ - - - , i~ mss.. ~'.R'~,, I 0 I r 24 L_ 17.8 ~ ~s o. ~ 5~ Lln e Table Curve Ta bl e w r 25 /
0 215. 8' \ m Leh, 4~! . r~ ^k „I 1\ I o 0 0 ~ o / 31 o G. r fib: \ L, I ~ o 15 ° N 04 °2T B5, t. - b, ~ l o ~ h ° ~ _ s~ • .y` \ ' ~ ` . I I ~ I fi 1 11 x.91') ti 1~ ~ / ( + 3' E / r~ COURSE BEARING DISTANCE
M ~ \ F o 52~ =32 \ a° °y 1. ~ I ti w ~ o ~ y, $ ~ ~ ~~I \ NI ° W 28 1 - ~ ~ oo, ~ p' 623 Ac. I m ro ~ m o °x, os \ ,~;,1 ~ 2z 4 , ~ ~8 ~ ~ I (S 07`p74 0.828 AC. CURVE RADIUS LENGTH CHORD CKBEARING 1 ~ I ~ / ~
o ~ ~ 04 27 52"F' _ \ 4 ~ I 1 ~ ~ ~ h \ \ 18 p. o ~ ~ ~ ~ ~ / ~ , \ 1 o s, oo, ~ 0.635 rec. e~ o \ ~ p \ ~ W \ o` Els / L-1 N 85032'08"W 12.40' C-1 414.39' 80.46' 80.34' S 88°54'01 "N' i35 rec. W ~ ,l \ ~ S 15°22, 30y,sS, ~ l-2 A' 85 32 OB W 34.26 C-2 215.5T 60.63' 60.43' S 8E°24'x:"~'
w ~ ~ sa.7o' 1 0\ 10.00' I ~ i ,s~ ~ oti ti o 32 \ \ o \ t, 1, t. ~ 2~ ~ ~ dg•. I ti ~ L-3 A 80 06 OE N' 18.64' _ - °~ry,-,.,,. ~ ~ ~ ti , 31 tii L-4 , o„ G 3 ,.0.00 33.27' 3ry.36' IG 49 .c, E
h' 05°00' ~ ~ - ~ \ 174T 1 .l -5 !v 8 4 ~ \ 32' E G. C\ ~ N OS °OU'3$'E I C 1 ti ~r• \ 4'j \ 0. ` \ 4 s ~ ~ ti -.0.643 Ac. ~ \a e ~ ~ e~ 4, y~, PP y S E6 tid 3„ i9 56.91' C-4 275.00 57.99 51.88 N 19°52'08 E 0.55 AC,~ A~ p y, ~ 4 (rota ~ L-5 S 80°06'06'8 30.30' C-5 275.00' 2.33' 9' '
_ , 215.58, R 4 ~ ~ \ ' ~ ~ W \ \ 1 ~ • . I 1 o I X19 ~ - ~ r \ \ 1 \ \ v' ~ ~ m . \ \ • ~ l ~ 05°00'3 „ o ~ 0 Zy~ \ ~o \ \ 38,,31, \ ~ p o I/J 4 4,. 2 N 09 25 0E' E \ 4@~ ~6 ~ ~ 7P l-6 S14°51'21"W 29.68' C-6 '5.00' 39.2T F.36' It' 9° "fl' 7 , \ ~ ~ ~ EIS L-7 S 77°04' 3,. 3 59 28
\ \ 1 C,2 / c~ ~ \ 1 ~ ti ~ / 5,29, ° 14 E 25.59' C-7 175.00' 50.00' 49.83' S 86`49'25"Pr' \ 0 0.551 A~c. ~ ~ ~ L-8 S 77 0414 'E 4.23' C-8 25.00' 25.3T 24.30' S 00°39'20"Pr"
°j 0.46T Ac. ~ cv ~ w N ~ 1 225.00' a 6 s \ N r5° ~ ~ L-9 S 13°31'36"iY 30.03' ° l5°'223 118, l ~ ~ IA _ C-9 50.00' 41.04' 39.90' N 62 29'05"Pr°
~ q ~ 52 , ~ 5 j m , ~ I .11, o 1,8~ ~ ~ ~ \ 36 \ 3s59 f \ ~ ~ - ° 518E 25.33' C-10 50.00' 30.70' 30.2T N 21 21'00"N~
/ I 05 00 32 iY ~ , o 2p. \ o d 75 Ac. 7 Bb, e o~. \ \ ~ dr , ( 13 , I •r 0.643 Ac. ~ \ \ z1 ~ a 10.461 `o ~ s 1 s. \ 1 ~ ~ ~ (To LOBO tt ~Boo1{ of Maps 1999, Page 437 L 11 S 78 4518E 5.01 C-11 50.00' 32,13' 31.58' N i4°40'2TF
I 5.58' 0.461 0 ~ ~ o \ ,2~,°~!~a ~4'Ir) l~ r _ _ _ ~ ~ \ \Commons Area Commons ea tay~~ 1 ~ L-12 S 10°11'10"IY 55.07 C-12 50.00' 29.54' 29.11' R' 50°00'11'E ~ _ L-13 S 07 33 24 W 54.33 C-13 25.00' 18.07' 17.68' N 46°13'15"L' 3, 351 Ac. ~ ~ ~S 15° 26 _ _ ~ L-14 S 06°09'12"1Y 51.50' ° •
I ~ ~ A~ ro ~ `''roo•, 4 m , / W O (1 ' / ~ ~ , 6 ~ s I 3, 351 Ac. ~ \ ~ 2 2 C-14 225.00' 33.84' 33.81' N 55 36 04'E ~ \ ~ 15 ' 2`78'x' gB. L-15 S 05°41'09"Pr' 41.99' C-15 225.00' 75.8T 75.51' N 69°34'11'E
"Control Cornier' ~ 0.461 Ac. ~ \ \ N 0, ~ S3, O• u efl, 6 1k c~. \ 2 ~ ~ ~Q I \ of to e~1 I h o , h ~ J / ? ~ g ~ 0 ~ o \ 5~ ?rra/1 \ ~I ~ e~ o / g rv. ro o•, 5 1~ • 3¢- ~ ~~o ~drs , ` ~ \ \ ~ ~ ° ~ ~ ~ ~"t,~, PP / L-16 1v 27 56'48"Pr' 75.51' C-1E 225.00' 61.9T 61.7T A' 87°0T09'E \ ~ \(Total 5.09' / / L-17 N 28°18'43"w 51.15' C-17 25.00' 38,13' 34.54' N 51 °18'41 ' E
E~~ ~ ~ ~ 48 2 22 ~ ~ m \ \ ~ ~ 1 ~ y' I m ~ o / ~i I ,o~J cJ ~ ,r ~a~ ~jaaA'e ` 3.37' 0878 Ac. , ~ o is ~ I a • ~ m 4 7 - - `ot~ - J ` ~$9e ~ - e~,$ ~ \ ~ ~ T, EIS I Lillian l:'<sffield Bell „-18 N29°21'36"ri 55.E1' _ 8 D ~ ~ ~ , +
i \ = N ~ 4.48 ~ / x.843 Ac. ,(T _ ~ rb I \ 78. 0' 84,8 ' \ \ N • ~ 1 ~ , ,~0 rs, ~ _ 00 a9~' t d~ - - _e~t Al C 1 525.0 82.27 82.18 1. 1„ 0611 ' E ~e~e - ' - - ~ - - - - - - - ~ ~ ~ L 3 l D.B. 1 ~..,a, Pg. 666 L-19 N 31 °12'13"ri' 54.82' ° + - _ _~1( Along Natural Flow ~ des ~ l ~ I _ , ° C-19 525.00' 35.1T 35.16' N 1B 30 4D'E
2 / stP \ ~ cn \ ~ 1 0.48 Ac. °Ap ~r ro ~ ~ 7 ~n 1 \ ~ 28 I 6 99 ~ os s i r- e9, 2 ~ ~ •"c~• S 03°18'45' E I (Bent \ 37 ~ \ • I / 9 / / L 20 R 33 09 35" 3Y 53.01' C-20 25.00 36.99 33.71 N 21 °5T44 ri' 03°IB'45'E ~ ~ ~ ~ L-21 N 35°35'01"Pr' 53.96' r r ° ~
G. 04' ...,r : ~ y' y9 • / o •r r , g8 / Ea5 ~ ' - I / \ \ ~ ~ _ , . AO' ' ~ 1 s, ~ a °26 e - - X46.84 i , ~ ~ ~ / / I ~ _ ~ r ° , ~ C-21 325.00' 86.8. ' 86.55' >t 56 4ti'D9"Pr' _ ~~,g¢ - - / ~ SIS'1 ~ ~ ~ ~ ~ I ~ I ~ ~ L 2~ A 381048"W 5.,.83' C-22 32G.OD' 48,44' 48.40' N Ii`'0E'2E'~
N0 ° \ 10.18 / o 6 ag 1 003' 1 r? •w 2 to I / ` \ \ ~E 973.53. (Tote ~ 2'23.7'0' 38.21' / 46 ~ ~ 'o.. : /1J 0~ ~a l~ . 33y„ ~ \ L-23 N 40°1917"3, 0'.78' C-23 275.00' 22.01' 22.01' S 51°34'05'F _ _ _ _ ~ 2074 , ~ \ ~ I ~ L-24 Iv 42 3814 h 2,..83 C-24 275.00' 49.11' 49.05' S 10°15'39"?i'
_ _ _ _ - , ~ L-25 N 42 3814"ri' 29.72' C-25 275.00' 50.00' 49.93' S 10°IO'OE"Pr'
:w / ~ ~ ti L-26 N 45°02'28">V 51.53' C-26 275.00' 70.00' 69.81 ' S 57003'43' E ,y°' 0 ~ _ ~ ~ 4 ,ofi L-27 N 48°11'35"iY 56.60' C-27 25.00' 36,99' 33.71' N 73°15'14'E
o rn ro o ~ I ~ o \ n \ • 0 2 ~ ~ ° ° 425 - 425 --+c ~ 38 , , - ' t •o L-28 R' S2°05'29"iY 54.20' °ti p ~ _ ro C-28 525.00' 44,55' 44.54' N 03°03'48"Pr'
~ \ \ S I ~ ~ y ~ ~ 0.641 Ac. ° ° ~ \ ~g ~ p' ~ , ~ pti ,tio L-29 N 55°39'24 "iY 5.54' C-29 525. DO' 79, 86' 79.78' N 03°43'32' E
\ \ o I~ 2 ~ o.:w ~ to 0.689 Ac. • 0.910 Ai n , \ Est' \ (tD: v, o \ ~ \ ti 0.910 AC. p 0.969 Ac. a ~ ~ L-30 N 63°38'48"iY 27.94 C-30 25.00' 19, 73' 19.22' N 14°31'13"fl' r ~ q L-31 N 65°10'39"Pr' 50.20' C-31 50.00' S3,9T 51.39' N 06°12'07"fl
~ ' ~ \ • I \ 1Ve1 L 0.540 Ac. ~ ~ ~ w . ' / / q{ ,,1y @ L-32 N 66°l0'12"h' 50.61' C-32 50.00' 39,00' 38.02' N 47°03'S5'E
~ ' '8¢ - ' ~ L-33 N 66°51'25"Pr' 48.19' , , , o „ ~ / / 0 1411 Ply \ W - ° C-33 50.00 57,44 54.34 S 77 40 35 E ~ / ~ i~~ O 5p ~ L-34 N 67 36 46"iY 50.29' C-34 50.00' 90.63' 78.72' S 07°09'56"fl
~ , \ / \ ~ \w tit I . 2~°00 ~ end rss Sp 04"E) / ~ ~ \ \ \ . • \ \ \ ~q \ ~ r g.22 asap' ~ g ~o ~~`r 'o4'J _ / C-31 / 33 I L 35 Iv 68 04 24"iY 52.53' C-35 25.00' 22.54' 21.78' S 33°15'58"ri'
~d ~ B E e ~ C 28 C-28 ~ / \ \ \ . \ \ \ ~\o m ~ ~ age 1 ~ to jar X24' .72' 73.21 C-28 c L-36 A' 6B°38'49"Pr' 57.10' C-36 475.00' .36' 2.36' S 6° ' p ` / 0~ L-37 N 69°09'05"Pr' 51.80' 12 1 0 41 3.. fi
r \ \ , ' \ ' \ ire ~ 1'Dra~~ \ V'~0 29 102.93' _30 MINIMUM BUILDING SETBACKS / \ > _ _ ~ . ~ ~ 20 \ 6 p\ N 05 29 0 3 ~ ~ C-37 475.00' 94.85' 94.69' SOD°13'34"fl C- / i L-38 N 70°0T05"iY 40.81' C-38 175.00' 56.76' 56.52' S 03°4T53"fl
FRONT = 15' 10 ,0 ~ / \ / _ m \ \ ° 6 r~6 ~ t o ~ / y L-39 N 73014'17"tti' 30.55' C-39 175.00' 69.04' 68.59' S 24°23'32"fl' ~ C, ~ 39 L-40 S 52 3617"iY 69.11 , , ° .
_ ~ \ e~ O\ °29'39"E 102.93' \ C~ ~ 1, 1 \ \ t\ A\' 05 ~ SIDE - 5' / / \ \ 0.770 Ac. A S - a• ~ / 6 x • • / : \ \ 1 3y 48.2T C-37 n \ s ~s t I ~ C_40 175.00 30.15 30.11' S 40 3746"Pr' C 41 175.00' 78.19' 77.54' S 5B°21'51"B'
REAR - 15' ~ \ 1 \ / ~ , J` W \ \ 5 9 _ 54.88 ~ CORNER SIDE = 15' ~ ~ ` / ~ 0 1' \ \ 0~ \ I I w n ~ ~ O.B41 Ac. ~ C-42 475.00' 17.95' 7.95' S 0° "N' ~ ~ y 1 7 04 51
~ ~ 1 \ / \ ~ • ~ ti 12 ff , 227.02' ~ o \ a \ , \ / \ \ \ I I c,, ~ ~ E8 C-43 325.00' 52.59' 52.53' S 09°38'39"R' C ~4 S 160 6 yl~, p Fairview Baptist Church C-44 325.00' 65.9T 65.86' S 20°05'41 "IY
~ 1/ ~ ~ ° \ \ \ 6 \ ° i ~ ~2'g1,, ~ ~ D.B. 6189, Pg. 336 r C-45 275.00' 35.09' 35.0T S 22°15'16"fl
1 \ / \ ro \ \ ~ I ~ ~ I # Sedgemoor Subdivision \ ,~j ~ ~ ~ \ \ \ ~ \ c ~ ~ 5.05' ~ ~ c-4s z7 . ' ° \ .236 ,,,7~ 5 00 E7.84' 67.67' S 11 31'x4"fl' ~ 35~'~ C-47 25.00' 39.2T 30.36' S 40°32'08"E
w f N:7TE: Book Of Maps 1988, Page 825 \ / \ ' • ~ ~1 ' \ \ \ \ \ w • I 41 w\ W~ ~ ~ ~ ~ C-4B 364.39' 81.12' 80.95' A' 88°04'59'8
There shall be no filling or the erection of \ / \ E ~ \ 43 p M ~ ~ ~ ~ ti ti g • N ~ ~ ~ ' ~ ~ ,
permanent structures m the areas of Bake ~ v \ ~ . • ; \ ropo~ed ~ y, ~ , ° ~ w 0.734,Ac.o ~ Count Flood Hazard Soil or FEMA zones until ` \ of ~ \ ~ 0,925 o ~ c ~ o 0 y / ~ E1~~ 40 o~ cod \ ° 40 ~ I
approval ?s granted by iY'ake county. Reference: \ ~ I] Site \ ~ ~ t` 0.918 Ac. os nt ~ ~ ~ Annie L. Prin e , m ~ ~ ~ .3903 P . 77 I o NOTES: PRELIMINARY PLAN
A flood study may be required by iYake County .871 P .148 / ~ \ \ ! 1 \ m \ ~ o ~ ' m ~ prior to this approval. \ / t! ' • 1 Ac• \ ~ ~ \ -x ~ ~ O.b`9 Ac.`~ `0 ~ ~ g ~ ~ M.B. 87, Pg. 118 I All Lots to be served b Commumt iYater S stem. ~ ~ I Y Y Y
M.B. 1987, Pg. 1818 / ~ ~ ~ 'h ~ \ M.B. 1988 P .625 y o . I . \ ~ _ - - ` All Lots to be served b Individual Se tic Tanks, ~ O \ Y P
Before acqulrmg a bulldmg permit for lots g / \ ~ J o \ \ ` ~ ~ l I \ or permanent open space marked M.B. 1999, Pg. 437 NOTE: \ , 1, ~ \ _ _ - \ e \ I I ~ All Streets shown hereon shall be built to 't.C. D.O.T.
with a the builder may need to A 10' x 70' Sigbt Tr~engle / \ ~ 20..02' ~ \ I I standards and are to be public dedicated. 1 I
obtain a Flood Hazard Permit from County shall be•rese: red at ell / 124, ' i \ 82.04' I I 3 Zonin Administration. The builders en ineer street intersec " / Ec>u 18 E>P 198.48' / I /8x23 g g tlon5 as "Control Corner" Southern Bell Easement recorded in Deed 1:ook 3181 1 I Page 911 to be null and void after equipm+ant is to be moved
architect, or surve or must certif on an shown hereon. / N 03° ~7'~ - l ~ 51.70' 123.1 ' y y y ~1 ' E 598.75' To El 125, y 8 such permit that all flood hazard • \ ~ - _ 13 N 123.18' ~ I to new easement recorded in Deed Book 71'9, Page 823. 0 100' 200' _ 18 .03' ~cM
x ~ 03°45'1• requirements are met. ~ ~ \ , 11aI1'1 Dr1V 1 - N ° - _ 03 451' 354.91' T - - -l- Topography information shown hereon was taken from (Total N Pr'ake Count to o. ma s. GRAPHIC SCALE
o N o . Cons e 5~ 3 rho P ~ I ~ Y P P
FEMA FLOOD HAZARD STATEMENT ~ ~s a.• 4103 (ublle ~ Lots shown on this plat are not ~$R - ~ e I Subdivider will conform to IYake County So.7 aard~&rosibn Regulations combined with Flood Hazard R,.~gulations. PROPERTY OF:
]orated within the - ~ ~ ~l~ I _,_..._b..- . c EMA !00 year ~ \ a , I Commons Area to be deeded to Homeowners Association.
. • Q~ Flood Hazard Area as shown on ' / •fP ~ / C~ FEMA map No. 37133 C 0520 E , / ~ 7J \ r ? Drainage easements subject to change upwi field ]ocations of
I Effective date: MATCH 3 1992 / ~ ~ 1 9 ,moo / , I 1 low points etc... and to approval of soil an. erosion plan. ' • • .Q
i \ \ , ~ ~ Cluster area use and maintenance accordm, P. 0. BOX 310, Angier, N.C. 27501 Phone [phone] I ~ to section 3.4.3 (iYake County Subdivision C'rdinance)
\ 1 Sedgemoor Subdivision
NOTE: \ t Book Of Maps 1988, Page 825 , ~ I A 15' construction easement is reserved on both SWIFT CREEK TOWNSHIP sides of av PROposED streets. WAKE COUNTY, N. C.
During the corstructian of this project ~~f an iron stake is set at a 75' offset from the , No ]ot shall have direct access to N.Q".S.R..:010 53.293 Acres Total PIN: 0770.04-54-9489
^h actual front (right of way) corner of all lots. or N.C.S.R. 1386.
~Mj After the street lice slopes and/or shoulders Flood Hazard information shown hereon way-taken from ZONED R-40N' - - DATE. 06 15 1999 Tfeke County soils map.
have been coastru,;ted snd stabilized, iron stakes 1010 wiH be set at all corners as shown hereon as is The total number of lots does not exceed one dwelling
in accordance witl: Title 21, Chapter 58, per 40,000 sq. ft. as determined by R-401F toning.
Section .1802, Par«graph (c) of the North Carolina Administr~vtive Code. Neese River Buffer has been field verified by
1380 Steve Mitchell of D.fl.Q. and has been granted
1p10 2728 approval pending official letter. Date Submitted for Review
Total Disturbed Arpa in Protect = 7.47 Ac. N.C.D.O.T. Approval:
Williams SITE DATA oD, ~ Area includes road right of Ray, 15 construction Sediment & Erosion Approval:
~ ~ Xrds NOTE: 1 o limit, Spells areas, Constructed drainways, TOTAL AREA = 53.293 Acres NOTE:
~ and sediment filter basins. This plat ]s a construction plan cov ~ plan cover sheet only. °°°acooa°°° This is a "Preliminary Plan" until letters of
J~ NOTE; 3,841.45 Total Linear Feet of Proposed Streets It does not conform to G.S,47-30 as i,47-30 as amended and is oo°°° CAR °0A° approval are received from the above agencies o ~4 0 0,
~ It is the radin contractors res onsibilit 8.086 Acres Total Commons Area not intended for sales or reeordatio p g ~ P Y o~ 4 , lr o0 recordation. c° 0 ~ESSIp., ~ o and the dates of receipt noted hereon.
o to keep all disturbed soils pithin the 7.47 Ac. Due to the generalized nature of th. 4.931 Acres Total Proposed Streets , o ; 0 rj.., PREPARED BY lure of this plat, the o X44 a a ,
~ .at~' rmA TTrrr o. A cycynrrA mncr
uesignaLeu as construcuon nmiLs. 52 Total Proposed Lots lots snown may or may not represe. )t represent actual jot layout. '~L`' ~.71H1Y(,1L DG H,J.,7V1.1H1L'+J
It is the contr Refer to recorded subdivision plats . grading actors responsibility Minimum Lot Size = 20,000 sq. ft, ion plats for final lot j, Sheet 1. . . . . . . . . Cover Sheet A REGISTERED LAND SURVEYORS, P.A.
~c of to have the appropriate utility companies dimensions and acreages. ~ 11 SuRN
locate any underground utilities before ooh '~`~o~° 98 Depot Street, P.O. Box 730, Angier N.C. 27501 Sheet 2 0 5 0o 0ow o°° Lester 00 ,010606060t 919 639-2133 919 639-2602 FAX Sheet 3
proceeding with construction.
VICINITY MAP NTS }fake County Red Lines 07-13-99 Sheet 4
LWSC-1353 275