19991026 Ver 1_COMPLETE FILE_19990920

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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
JAMES B. HUNT
September 8, 1999
Lester Stancil
Stancil & Associates
98 East Depot Street
P.O. Box 730
Angier, N.C. 27501
RALEIGH REGIONAL OFFICE
!nnr)
Subject: Neuse River Basin
Riparian Buffer Rules
Autumn Trace Subdivision Phase 3
NBRRO 99-210
Wake County

Dear Mr. Stancil:
On August 19, 1999, I met with you at the subject property. An evaluation of the stream features were
performed to determine whether the site would require compliance with the Neuse Buffer Rule. This
specific project is referenced by the Raleigh Regional Office as NBRRO-210.
The features represented on the Wake County Soils and the USGS maps were evaluated to determine
their subjectivity to the Neuse Buffer Rule.
It was determined as a result of the site visit that the feature depicted on both maps is not present on this
property. Therefore, 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).
This letter addresses only the applicability of the Neuse Buffer Rules. For information relative to the
Wetlands 401/404 issues, please contact Mr. John Domey at 919-733-1786.
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 Dorney
Wake County
H: \nbrlet. for\nbr99\autumn.210
jSincerely,
Steve Mitchell
Environmental Scientist
8800 BARR<TT ORIVE, SUITE 101, RALEIGH, NORTH CAROLINA 27805
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POET-CONSUMER PAPER

1
I CURVE TABLE
I
CURVE RADIUS LENGTH CHORD CH.BEARING
I C-]0 50.00' 93.36' I C-1 355.00' 72.34' 72.21' N Oi°02'21"5' C-11 25.00' 21.03' 00' 93.36' 80.38' N 18°57'35"W 00' 21.03' 20.41' N 48°21'20"F7
C-2 355.00' 46.55' 46.52' N 10°37'59"W C-12 25.00' 36.49' 00' 36.49' 33.33' N 17°32'59"E
I C-3 25.00' 39.27' 35.36' N 30°36'38"E C-13 25.00' 19.43' I C-4 425.00' 25.90' 25.90' N 73°51'53"E C-14 50.00' 73.27' 00' 19.43' 18.94' N 81 °37'18"E ,seo 00' 73.27' 66.89' N 61°54'18'E
C-5 25.00' 36.49' 33.33' S 66°04'15"E C-15 50.00' 43.15' 00' 43.15' 41.82' N 04°47'50"f/
I C-8 25.00' 21.03' 20.41' S 00°09'57"E C-16 50.00' 52.27' 00' 52.27' 49.93' N 59°28'19"YY 00' 72.2T 66.14' S 49°10'00"1Y Holly ~L ,
I Sing Family Limited Partnership et al. C-7 50.00' 66.80' 61.94' S 14°20'42"E C-17 50.00' 72.27' I C-8 50.00' 39.93' 38.87' S 75°29'41"E C-18 25.00' 22.96' 00' 22.9 ' ° "lY SPnDB U~~ s zz.ls' S 34 03;54 ,,h lea, = SITE
D. B. 7329, Pg. 671 C-9 50.00' 41.10' 39.95' N 58°04'49"E C-19 25.00' 39.27' 00 39.27' 35.36' N 59 23 22 ~ ~
I Zoned: R-30 "Control) /
Point
Ers E1P l ~ COURSE BEARING DISTANCE 16 0.66' ' L-1 N 14°23'22"Pr' 23.96'
~ 1855' 64. S 86°05'14'E 927.80' T
~ ,82' 101 (otalr ~ / / .16 ~ / "Control o / / O i / 66.01 Point"
E ° / Dt1 / i _ ~ 150.00'
/ / 00
/ / ~ ntY Fl • e ' / ~ a ~ ~ ge °11e Un. ~r Fly VICI,VITY MAP
/ / ,o a ~ ~ / Wa Zard S i ong ~Vatn - - .Vo Scale
o / ~ ' 8a ~ ent
In
~ / 1.848 Ac. , / ~ _ _ - , , ~ ~ ~ 405 w , ~ ti ~
14, / / / _ ~ ~ W ° v ~i ~ ~ v ~
I l I l ~ , ,---410- ~ 5~ ~ / ~ 0 v 'U
cV / cp tS 0 ~ ~
,y ~ ~ w ~ Y cwn ~ ~ D I / N w ~ 2.048 Ac. 1.694 Act ~
_ ~ - EIP ~r° w ~ ~ \ \ ry
7\ ~ _ - - - P' r y ° ~ - zfee8s~-i eka _ _ - \ \ \ ~
~ 'ro 2r~ A 1 °g~ ` 410 _ _ ~ ~ e \ \ gas m
_ ~ ~6r. ~ 32 r ro ~ .
2p ~ SB-1 ~ ~ ~ a o
4 1~ X15 1.443 Ac. \ , ~ ~ ' \ ~ ' ° ~
l ss ~ : 3.0 . - 1.6 i4 Ac. \ , 26~' , Q5 \ ro . ~ p
cS ? .S~ O o r J ~ ~ ~ ro ~
~ ~ cR ~ n, 17 C, 1 0 ~ ~ ~ o OJS, O ~ ~ N 16+ ~ 0
~ J r' 'A \1 ~ ty , 1' ~ n SB ti I 'Zf
13 ~ a ~ r`~ ~:~0 676, ti ° ~ I ~ ~ ~ \ w a m a 420 - - - ' c -9;~3~ g' ~ c~ ~ ~ ro
~V aa";-~~ (9,~~ deal / 0.735 Ac. ~ ~ is ~r ~ ~ ,9 t w o
~ Qac ~ t, L ,qb~ {ca x.13 yo° o b a R c ~ ,1 / 2,, ~ ro
a.:'" ~ ¢7 00 Publt Q.•~ C 223 A 1p
~ t~s ~ ~ t., 1 otal) ~ ~ 7. Cam! / 24 o q ~ 28 ~ ~ o lT 0' R/ ~ ~ o w 0 ' m C 8,10' 270.0 Ce 5 ~ ~ iYake County 2 ~ V
o ~ 0.895 Ac. w ~ ~V 9 °38'38 t pla, °tal) C,¢ ~ ~ ~ 36 Soils Line X62, ' ~ o ono a or an wl e a e a or
. ~ ~ 75 115 0 (T V o EIP ~ ~ N ~ ~ tUmn „ 270`0 110'00 Iw ~ ~ 'C p ~ ~ w ~ ~ 8,38E ~ 0 ~ 0.7581 Ac. ~ ~
5316 Autumn Trace Drive Fu ua -Varina NC 2752 q y s
' y 5°36 180 \ ~ ~ ,r w ,~8 o ~ 5 7 . 2' ~ ~ ~ ~ o 25~ E
a ~ Desi nod B :John 1~1. Tisdell RLS
g y ,
timti ~~a~~' a~c 7,3~ \ ~ w ~ v 2~ a ° w tai \ 0.691 AC. o ~ r
C q ,n ~ N 42 ~ . a,.` C_11 ~ ~ v ~ ? N4, o oCw o tea, A~ ~ ~ ~ , rh e~ N 4 I
ti 0.691 Ac. ent m ~ N ` 4 0.691 Ac. ~ s g''~ ~ ~ 35 m o ~,sem v?; 30 w ~ e~h ,6 ~ ~ ro ~ , , FEMA FLOOD HAZARD STATEMENT PREPARED ?lY TEMENT
o ti e , ~ n~ ~ ent ~5 ,,i6. C d Y 4 ~ rainag ,~3' E m a~~ae Eas_m 62 ~b ~ ~ ~ o _ W o Lots shown on this plat are not ~t
a ~ 2p D 5°38 ~ ~ 11.8 ~ ~ 20 Dr ° ,off„~y ~ S a 0.907 ~c. a~ o ~ ~ ~ q ~ a i S B3 O7 ,1 ~ o ~ ~ ~ ]ocated within the FEMA 100 year ear
~ o ~ ~ ~ 2¢8•¢'1 ~ ~i " ~ 98,73' _ 0~ , ~ ~ Q ~0 ~ Flood Hazard Area as shown on o~ n w - 1 X5.7 ~ ~ ~ m ~ FEMA ma No. 37183 C 0880 E o, ~ ' ~ o o ~ ~ m I P REGISTERED LAND SURVEYORS, P.A.
~ ~ \ o ~ n ~ o ~g ~ ~ Effecti've date. March 3, 1992. N 40 ~ c oooabuaoau°°°°0 P.O. BOX 730 ANGIER N. C. - - o~, CAR °o 27501 919 639 2133
o~ 1~ of 0 0~ ° ° Ess' ° r
_ _ - - - ~ 0.691`Ac. ~ 0.695 Ac. .~o ~o~, .3 o ~ ,•o~ jo°~ o
~ ro ~ ~ .moo, 255.41' ~ ~ e ~ v \ o ~',Q4 9,C a o o SEAL
~ ~ 0.691 AC. ~ yti ~ m \ n' 85°12'05"i? ~ ~ ~ L-2645 0
o 212 °`G~' 6~ p ~ i\ h~ ~ 5U ~ 0~ a ~ 38 ~ Date Submitted v' o o - a o° o for Re iew ?-3 94
o ~ ¢ S 85°12'05" cv \ 2~ c \ r; 25 i. o ~ 35 ~ E ° ~ m ~ \ o o ~ ° ° o N.C.D.O.T. Approval: °o oh ° . Je goo
m t, ~ \ w .808 Ac. ~ 0 39 ~ oo° n M. fiis o0o Soil & Erosion Approval:
0.691 Ac. ~ i,, ° ~ 6~w 0.712 Ac. ~ °00°oaa p0 NOTE:
- _ _ EIP ~ ~ ~ M ~ ti~ ~ EIS 0.88' )lest 255.33' 44 ~ \ of Pro ert Line u~`- This is a "Preliminar Plan" ~lntil lotto y rs of
S ~ ° ~ P Y 85°12'05'E p \ EIS \ 237.19' ~ approval are received from the above agencies
w 0.691 Ac. 1 1 . ~ 26.Y T 54.19 I R~v1sso : 8- l7-99 and the dates of receipt noted hereon.
~ \ ~ EIS 150.00' ~ ~ 2 4 0 214.16' \ I Els 125. B2'
c; ~ EIS 6 - - ~ _ _ a ~ ;:18 85°1 °0T48„~ l I ~ ~ _ ~ 2 05 yy „ ~ ~ 401.98' (Total I
-0:631 AC. ~ I ~s S 13 32,.3 B' ~ J
43 y 51.90' I ~ / I EIS 255.24' _ 103.93' 1 1 ~ / I NOTE:
\ N 85' ~ I` / \ I ~ I This plat is a construction plan cover sheet only.
12'05"~l ~ 13 / ~ ' ~ ~ I ~ \ 18 ~ It does not conform to G.S.47-30 as amended and is
EIPI \Zoned: R-30 I I 19 / ~ 20 i ~ \ NOTE: E: not intended for sales or recordation.
i ~ I I Zoned: R-3o l ~ I Lots to be serve 17 II 1 \ I \ to be served by individual Due to the eneralized nature of this lot the g p ,
5 I I _ _I, \ I I we111 and septic I ! I / \ 1 and septic systems. lot s shown may or may rot represent actual lot layout.
~ Zoned: R-~f0 I ,p ~ ~ ` ~ I Refer to recorded subdivision lots for final lot
- I W ~ 1 I \ _ I I ~ I , I P dimensions and acreages.
I~ I 'rte ~n _ ~ Creek
I 16 I I ~ ~ Drip \ ~
i \ ! I I ~
l /I I I V
I l ail 1 ~ ~l\ Total Disturbed Area in Project = 3.40 Acres
I ~ o f I I Area includes road right of way, 15' construction
~ m A I I I h l c~ ~ I I limit, Spoils areas, Constructed drainways,
I ~ .ti I I I and sediment filter basins.
Flo ~ I I " I ol•" I NOTE:
o l'~ I / It is the grading contractors responsibility
h a ~ to keep all disturbed soils wi~~,hin the 3.40 Ac.
alp ~ , ~I~o ~ designated as construction lir: its.
I It is the grading contractors responsibility
I to have the appropriate utility companies
I locate any underground utilities before
I proceeding with construction.
I
t
I
I
I
I
I u urnn I ace t1 IVIS10I1
I Index To Dra win ~s b
I
I
J
I Cover Sheet . 1
I
I Autumn Trace Drive. 2
~ __t____ _ ar~_i n,
Autumn IYusu rlace ;j
b Autumn Run Circle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Typical Detail Sheet 4
276
Sheet 1