19970978 Ver 1_COMPLETE FILE_19971110

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification and
Windsor/ Autry Co.
PO Box 16449
Greenville, SC 29606
Dear Mr. Norwood
4
[D F= F1
November, 25 1997
Henderson County
DWQ Project #970978
ADDITIONAL CONDITIONS
You have our approval, in accordance with the attached conditions and those listed below, to
fill in 0.10 acres of wetlands or waters for the purpose of residential subdivision at Southchase
Section VII, as you described in your application dated November, 7 1997. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification
Number 14. This certification allows you to use Nationwide Permit Number 3103 when it is
issued by the Corps of Engineers. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations.
This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be
required to send us a new application. If total wetland fills for this project (now or in the future)
exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
1. Deed notices, conservation easements or similar mechanisms shall be placed in all lots with
remaining jurisdictional wetlands and waters to restrict future wetland and/or water impact. These
mechanisms shall be put in place within 30 days of the date of th.,j letter or the issuance of the 404
Permit (whichever is later).
If you do not accept any of the conditions of this certification, you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask
for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the
Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
William G. Lapsley
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

William G. Lapsley & Associates, P.A.
Consulting Engineers and Land Planners
1635 Asheville Highway
Post Office Box 546
Hendersonville, North Carolina 28793
704-697-7334 9 FAX [phone]
November 7, 1997
Mr. John Dorney
Water Quality - 401 Certification
NC Division of Environmental Mgmt.
4401 Reedy Creek Road
Raleigh, NC 27607
RE: Southchase Subdivision
Fletcher, Henderson County
DWQ Project No. 92725
Dear Mr. Dorney:
R,??F4116o
Avo
k
0
S
970978
William G. 1,11psley, RE. t
John Echeverri, Y.E.
G. Thomas Jones 111, RE, p
rye;
Reference is made to previous correspondence concerning the subject project.
The Developer, Windsor-Aughtry Co., is hereby submitting its application for 401 Water
Quality Certification in the Southchase Subdivision at the following locations.
1. Section 3 - Lot 84 & Section 4 - Lot 114
2. Section 6 - Lots 187, 188 & 189
At each of these locations, a road crossing has been constructed. This application is also
being forwarded to the U. S. Army Corps of Engineers for their review and processing.
As you know, this approval process was included as an action which the Developer
agreed to complete as a condition to your letter dated April 7, 1997.
If you have any questions or concerns, please feel free to call our office.
Sincerely,
William G. Lapsley, P.E.
WGL/ec
Cc: Windsor-Aughtry
Ia
%I** Printed on Recycled Paper
i Y
rY
i

William G. Lapsley & Associates, P.A.
Consulting Engineers and Land Planners
1635 Asheville Highway
Post Office Box 546
Hendersonville, North Carolina 28793
704-697-7334 • FAX [phone]
William G. Lapsley, P.E.
November 7, 1997 John Echeverri, P.E.
G. Thomas Jones III, P.E.
U.S. Fish & Wildlife Service yp`• C?G?
Asheville Field Office 970.917's
160 Zillicoa Street
Asheville, NC 28801
RE: Southchase Subdivision VI
Fletcher, Henderson County
Dear Sirs:
Enclosed for your review and comment please find a Pre-Construction Notification
Application for the above referenced project.
This application reflects the installation of two (2) road crossings of existing streams in
g°y$
the proposed subdivision.
If you have any questions or concerns, please feel free to call our office. 'f
Sincerely,
William G. Lapsley, P.E.
WGL/ec
Cc: Windsor/Aughtry Co.
John Dorney, DEM
IVOIV
F?/RCN'y,?NTq? 1991
CSC/FMS
???s ;,c=crr =?
07
V 6 %f Ai-or
RE-CONE RLCT70N NoTT GAT_0N A= P .TCAT oN

1) Nc_? cL=cN --o =2s cs _rc??zs
2) A2PL_C+:=CN :`CR 401 GZT r =C =CN
3) C :CRD=A==CN W = '^_'r Nc D=7':S : CY Cl' C: ASCA:. bL1K.?G'?Lr
Se1.TD OR--GI;:. AND (--) C: P° OF wS C:.m-=:-z 7 FORL•! TO Tr. A?P?CP9=A_^=,'
_ Ca _ _C OF C:,cZ?S OF ?YG S (S=.: A=CI AocR=- SSe.S Sz_. T) , SE N
(7) COPI S SHOULD HE SENT TO THE N.C. DrTZSION OF L??_G?J'?(SEE AGEYC: )Lr DRESSES SiMZT). P*r.;1Sz PR=WT.
. CW-Nr'.4.S NAHE : _ h INDSoRL/ 1?11f??TT"R.Y ?N`(
1
2. ALA=Z_VG ?LODRZ-: I %U N40
Su?DI"v=_.ON New=.
619MVILLE STATE: So.l.lr WWQ Z:? CODE:
.?.O?c•.:: EGC '*=CN r?DF.rSS, I?1C?u']iNG SuED_v=_=CN Nz?!E (__ D== ='_,=?I: =:;C(?
So?"?l?lASE Su?DIVlS?oNl ?OkCV,Woffik eflRoLINA
BONE NuT4
.B7R (tCME) . (w04:{) .
4. r_ z?or,rCALSLZ: AGS N;.mz OR R7SPaNS=Ss.E CORBOR?. Oe'_=C?=_,, '??DFL'.SS,
?-CNE N'uM3ER:
*.'c*F.A. ?1oW?1ooQ MR.IJU?LUAM ?. -AFSLEYTi'.E.
-?733q-
LCC_?T.ON OF WCR{ (PRCV_DE A Zia-, ?R _D:el?T,.' ;L COPY OF USGS TOPOG:`?:..=C
uZL= OR SC.:-EJ ?GII:K?
CCGNT:: 11?1bE???- NE.? SST TOWN OR CITY
1

'I J
El
5. ?oaC:=D OR N-c??S- STR???/R_v?:: ?r?N?l?'?"wBU"?R?'?o cANEc?"?K
RZ7'ER H?.S=N:
7a. IS PoOue.C. LCC z_ L'7 NF.eLR W;, -a
C_nSSI`_] P.S TRCQT,
(S ) , F=G'es QQr=.T:Y ?i?::E'-.S (:'.QCvJ , OQTST=N0-rNG R=S CU C° ?i?:===5 (CRSv} r 4vi?':
SC:?L'! (ivy OR Ws--- -7) ? Y_S ( J NO i. Y=S, c:C?_•_V: -..
iG. =S T::E PRC.,c LCC TE7 +i'i's': =Y ?. NCP.: C.=COL=?T.` D:v_ -?N OF CO;.:"--.
MNT OF E?iJ=RCNI?=aT:--- CCNCE?.N (?=.C) ? YES ( J NO CA
ic. THE FRCu?C: ES A'CO?LS-=_. COGNT`! (S--T PAGE i FOR
E. C::tz ) .SCOGNTIES - _ TS:' Laz1iID GS' P1Y (:..u:) DES=GsYiTEON?
9a.r_?VE ??QTY SEC:-TON 404 Dor-,-_rJQSI.Y R QGEST?7 FOR USE ON
T =S PROFER'"Y? YES ( ] NO ( _= YES, PRG4.7E r"_CT=CN T.D. wTov- - OF
--
i_OQS P=?.l?s. =VD ?VY ?,O=:=C? TO T-COPY OF 40-,
8? • PRE ADDIT=ONi_, P-.-M. T R:: CESTS EX=n-,-r:) FOR T::=S PcCP=RTY V
c?J T v eLz'? YES ( J NO 2F Y-c? DESC::3E rYT=C=cA:J WCR:<:
SSi=`-?TEJ TOTAL NuboER OF zCRE S =V TR.nC?' OF LnMD: '
.... EJ 1=?' AZ TvT -• Nr M3G O T " n
F e?C=:S Oc. WE.
EvDS L..c:===O cN Pac??C: s===:
2
L
`ru`g=--- Z Cc 1C_ .S C? ?_rr'S Ml! =r--JJ
- -??=arc . ?. I O IaC.S ?:cc:.•?=._ =cv
?CCD Z.IG . CT -JR.
??.??G= • _c?.r. ?c_s ?c _?. TMmac=?
_Ob. (?) ST?7:u C: 'NW= TO B? ?+?ozC':'sJ B'! "_'? P? P3C
• OPOSEJ .,?•.._
F_°.OV=Dz DI== 1VCZ 3C? ...r= CR. AND ?3= = ? .Z.? .CG=T=OM .
r'VG s BEFORE: . F7, A_ 'ER: rr
n? BE?ORE (based or. ncrral high water ccnt--u s) . 719

( _) C-•• _:_,t C' =NVE- a ^c (y LL R• cUL" 'CM : (C :_C
? T . ='
• ''?
_. ._
: . __
C. =.`i C -U-NNe.:. P?CMIEN CE, C:_ VN"
c:4 _
C ?'?Ne.?. F-"CCzV-"-Z::cN: CCNS.RQC.=CN 0-7 A. CAM NG:

?_. :? CCNS:RQC::ON Oe' A FOND .S 2?CPCSED, Wr=r.= =s '_'t:? S=Zc Or " ===Rc'c::.J DR;L:N=NG TO T'--'-- POND" ..
"F= _s i< c.i: _ED PC?rD SuR iC a REA?
12 . D'eSCti.?':_CN Oe' F...OFO.eT_D F"iCet:?: ?NC?uD:NG D?SC7SS.ON OF ?"'? C,
u=C_z •
_. ?`1=EQQce'.'.=.'IT TO BE QS E] ( T-'mc FLi-VS: 8 I/Z X 12
^ D:tiSM=?rGs
? 3. PURPOSE OE PR0gOsc7 SrOR. 7-0 eoNsifwM- -?z?oADu1AY ????s
IM0 °TZC ID t l 1?7? Su8?IV15101?1
3
?cT _`7 %i :.AS Ls
TiN15 Ac?EsS T-mFib IS A "F?IMRPY MEANS 0'P"
F 1?AW5 ANI> acl'r 'Yo THE 394 LOT- 'tzEF>*11*WkRL •
Y OOC 6TWO9 EWg4Rw/
61q-1-0 W5 °VR OF I RNA. ..
?.
_ ? . YOU X11 R KL'='-.=D TO CCN'=r.C- --.r . S. W S?aTi
(USE S) e???TD/OR Nn==CNe1.L h?''VE e=_r.7:==5 SE=tT=CL (NIA=S) (S=: AG=.VC':JDR-:sr-- S _LT) ---. T::_ OF *1Y L=S==D OR
:OR =NG :vc?vG _? C= OR c=.T.c.., ==,?T T
-_
(S = ?) (SaC GE:iCY :.:70;`S..C. :__=) R-G:_ D=NG THE. P?.=SE.`iCE 0E CP.=C -
''T? T Tt? C:II11!'w • - -r-? bl1V .. ..'n^ -V TH. _
DF=V ??:?IG L.. C^
._ts:.VD_:Ge?:. OF PUBLIC _ YNDS OR THE GSa Oe
17. DC-73 P..C..aC: iNVCLT? A -NT
NO It (-r-r NO, C-0
z. Y?S, DCE-
DCCLrV';' PCR:ui-VT TO TcL P-Cj-rC: REQG.RE Or e?V
THE RrQG=?.`*?VTS Cc T?-3 NORTH GOLIN? E_V-v==CNI?V:3T,
M? _RCNVT?_,
?CL_c,. AC:?
Y---z 1 NO
b. __ Y?S, r:L :-Z.-E.
.. DCC -
:T??r= o: a.Dr?=v=sTR:.:=ov
--MT R? i _Tn:,O T RCQGr" THE
c= =NG::OCSE?
NCR_:: C= -aCL.=Vn.
(] No (J P,n
ANSWER TO l 7b =S '!ES, THEN SUBN-= A-??RQ?R?:-AT-T THEE
S :?.T? C: c VG'r.OGSE . TO Di viS=CN C= c.:t'v =RCNI??.*IT?:, MAUNTAG^1?L'VT R=G_; RDMNG
?CM?L=ONCE W=TH THE NCR=r' C=UkOLiV.ir.`?i=RON1u?VT?_L PCLIC'! AC:.
?CE__=CNS R'1:-RD_NG THE S'. _T ciz7-LR=VG.C65E Rzl;7C:'7 PRCCCSS SHCG-L,D 3E
TO M.S. C =:S ?:.GvZ_' D=?TC=OR ST: =E C:,.z. LR=NGr-OQSc, NORTH
???OL.N:. DE=??_uE_VT C? 3?N?N=S?:' :T=ON, --6 WE J NES R LL-E-G
?iCGT.. C ROL=Vi 2760-1-300:, TE:rc?=CN'c (c?9) i?_-a"36?. -
4

D=3C.._ AGE CR --- - u- ?r - -
---'?-
Z . HL.=r1VJ Dc=._Vc:==-CN ?1? 5'.CW7.V ?._,i, WZ __1ilS S^^ _. uc
NO P
CNDS CN °" _--gOa? TV ( .:: Ne?_=ONw.]E Pe-?tr_•• NrT*B6?5-: --7 r -= tiS
ALIM .33)
BE _ - -V _ - V- :.V
aE P`_!z1Qc'..Y=') CN 3 X09=:?
SHCWN CN ua-? VA-2 SC..=LcS S'r'CULZ) B ? ?J
_00 OR _T ?_.ZYT C
-LE, OF
?_`.3C.J BY P4C„cC. • _ L== V3'-c TO __
S Y.ETS RyL.c:v VT TO THE P.1C?=.*lT GE' TL?Y A DEZCZI^.TE-NSv '=0N .VA_. LZ=`TC:. ALL De==
_ T A ME
c. ?? ---C z COPY OF THE STOP-MwA za nV?G-X_P?V•`
e . WHIT L.=VD QSE OF S ilutom -rNG PROP_°Z_ Y? --
t
MWWIRL

c • S=G?vcJ : VD Dr_=ED :Gr:TT GT: JR=ZIT=ON
?iC'_".r : eF•- T??,ti?S CR F;,=- RS OF THE U. S . Y_Z NOT E-
1) • ZSSuANCr ? _ - =`GR TO t
OF A S'C__-CN 404 COR_PS GF•. ENG.Ztie.:.i,S
2) ==T = ?"=' IS5"UANC= OR FAZ1?R OF A 401 D=v___CN-GF
EN•T:cCNI N'r_n,- ?`-?yVAGt.2 'NT (Fr.?'I'=:? QUA-r 17r) C?_lTI; _C?,T?CN, Atv-O
NCR= S) (7T '. C A.cn=' r CGGN= ?S ONE, A L ="..' T_.
_lCL_7xx D=v=S_CN OF CCAS'. L A*A2`iKG 'NT ST=.T'`?,iG _.. PgOFas•:J
?C ?'- T T'r _S CONS=S"^= T WITH T NORTH CARCL_NA
COA.ST1,:,
toLqLL.
S?AGEN C I t r?T naT^
(-'GE = ' S SIenumTGR. W. D ONLY
=---- CWR _S °ROV=QED (18c.))
5
V
3924
1 A\ I i/
??" • Rdd?N t it 1 1?? r . ?J?? -? adr ? ? F?.. ? ??_ Ir???-• ?tJ ? ? •?.? 'r-, 51?• ? ? r? '
Oak r
A so
?. •?? 1.., oe _
III ? ? II? 1 ? ? .? ?. -, ? _ .?-t - Xdr,? ?_• c " ? (;'(ty7 A L
HIsFND_ Sialvfa M1
. _ 3923
Frady k
-E N
\ ?' ?• r it \I ` _ _ l?.??, \\ \ / _ \ 1 / III I O _
61922
??U ?' ? - Jam. ? '.' ?G" I? ?J ?. •??.; A?? ?, I-
??? Boilii g r
u
l1b
\\ ."l.i/ I o rer
Vr, ?)/ 3921
106J
l ?' \N? ?0Q p pin
2070,
UFB 20 x2058 11 I Res
?,\3?wage dksp, al pl 25'
a
yrl?FB 21A?vv x920
2050
x Mlfe`0? ?' r p`• i \ \`?? BrtGktpn I. i k` nit` ?
Stri lni?es? ?.
111 U 2049 ?? t
ROAD I l1 21 Strip i ev T? , U
??? Butler 9rldga 0 x7919
?i A
to , ? \ rl?l ? W
-w
}V ° ?? = o
Ores \
0.49 ocr
n74
,'I\ x \
tR/
0.42 acres

at Oef
73
73
0.73 acres
Ira
Z
=v
75
N.
0.47 Ac.
0.03 Ac.
1101 SO. FT. PERFECTION
O 0 NY
E
NIP
0.20 Ac. PERFEC-
FRED SOU ER NESBITT, D OIL
363/481 -up, HENRY HAROLD 626/554 45 COMPc,r
691/31-
x
A

Q
\1 O
a
o

>?
z?.
oW
w?
UH
wQ?
0-4
o
w?F
w - oxw?
A
94
U U pug
¢ W ?.,WW
oM'N?HQW
a UU?
W ? Q cx ?

Q W Q

,-? O

¢ W
r C)
F
O H
z
A
V)
W

i
?Tl
UP _ _ _ SOUTHCHASE SUBDIVISION SOUTHCHASE SUBDIVISION SOUTHCHASE SUBDIVISION
SOUTHCHASE SUBDIVISION SECTION III SECTION II SECTION I
SECTION IV ; ~ LOTS 62 - 89 LOTS 30 - 61 LOTS 1 - 29
LOTS 90 114
i
ER `~~11NG SEWER EAS ~ I i~_ EMENT _ s».oa
N 10' S0' 36 E - -
~ I ~ ~ 20' SEWER EA MENT 122 ~ i I j II
0.48 acres 121 12 119 - 196 118 117
0.42 acres 0.34 acres 116 115 198 20 0.34 acres 0.33 acres 0.33 acres I I < 90 191 192 0.27 acres 20 ~ ~ I 21 a ~ ~ i i 213 ~y I
MH 123 0.45 acres 0.39 acres 0.45 acres 10.34 acres 204 20 208 210 , W I~ 2, 2 a
0.33 acres 0,34 acres 0.46 acres 5' R/W i~ ;
25'R-- ~ 30'R 25'R~ I! I { ~ 30'R ~ 1 201
- - - ~ ~ 201 m ~ _ - - - I I
X to ~ ?R 199 I I ~ y
~ 124 _ _ - - TH C ST COU ~ z , r-- - - - _ _ _ _ _ _ 0.39 acres I - ~ ~ ~ { . _ _ ` _ _ _ \ I HUGH do PATSY CLARK V
~ 0.40 acres ~i ~ ~ PAT Y ANN CLARK 565 257 ~ ! ~ S / I
N UP ~ ~ R~ ~ ~ 20 ~ ~ 138 139 40 153 20 i ,R ( Q I 25 841 653 ~ ~ JAMES A. BROWN / j
~ 141 i ~ 614 743 ' ~ I , / Q I
0.33 acres 142 i 0.44 acres 19 94 195 197 0.34 acres 0.34 acres I 15 I ~ 20 07 09 ~ ~ ~ I ' 211
~ ~ 137 0,34 acres 0.46 acres! ~ ~ ~ 0.34 acres 0.33 acres 0.35 acres 0.39 acres I ~ ` ~ ~
25 I U~ ~ !I
0.34 acres 0.35 aces 152 ~ i I 'I ~
I 0,33 acres I i !I
i pR ~ i n~ I 216 w ~,r 217 i W
26 ~ 143 ~ ~ ~ ~ 34 13 is-so' R/W 24 ~ ~ ~ ~ W I ~ rw I 24 I r 1 Oy
a 0.33 acres ! 0,34 acres 0.34 acres JESSE FRANKLIN CANNING ~ U) F-+
i t 0.33 acres 0.46 acres 151 24 50 47 ~ 821 J601 I I
i 0.33 acres 24 j ~ {i
i i ~ M 135 144 34 I 219 i 218 I ~ Z
127 I I 4 , ~ ' ~ ~ - z 43 i 0. .acres 0,3 cres ~ 15 43 i
20' SEWER EASEMENT-- 0,33 acres I I 5" ~ 132 ~ I G.33 acres - - - _ _ 25'R i I. 25'R 23s , ~ ~ PROJECT DATA SUMMARY
~ ~ D.35 acres ~ ~ 251 i T _ _ !I S' R I _ I ~ ~ I
~ i ° - 128 ~i r_ ~ ~ ~ 1 . _ - - 20 221 ----r-_- -r--OTS ~
~ - - _ s ~ N ~ I I ~ ACREAGE L I} I
0.33 acres 45 ~ i , - 149 35'R Up D.34 a es o . FOR 233 ~ i ' KENNETH K. RANDALL , ~,r 3T 1 SEC. V 14.39 39 ~ APPROVED W 79 X557 - I I 5 ~ ~ ~I
~ R. u 3 ~ 0.34 acres 30'R 30'R ~ ! I SEC. YI ~ 15.34 ' _ 38 APPROVED I
~ ' 2. SE V,.... ~ , 1 25 4 4 ~ TOTAL 29.73 ~ 75
Vi I 131 ~ 5 48 1 46 i 2 246 160 i ~ 130 I ~ i ~ 223 ~ ~ 22 ~ i ~ ' i 23 i ,
t 0,47 acres 0.35 acres I ' T14R~- _ SEC. VII 19.1 45 ~ O ' ~ ~ ~ ~ - ~ I ~ ~ ,
0.33 acres ~ ~ 0.36 acres ~ 148 ~ ! I 0.38 ~ es ~ SECTION X SEC. VIII 18.2 46 ~ I ' ~ t.___- _ _ ~
0.34 acres i 23 ~ i SEC. IX 16,7 44___•~
241 i sECT1oN v NIP 241 i I I . ~ 1 224 ~ 22 HOWARD THOMAS JORDAN I ~ I
161 SEC VI1-A q i 147 i 1700'R j ~ 38 853/797 ~ ~ I ; -1700'R I I ~ ~ I '
0.34 acres I r s ~ i 154 i 0, 35 ac e I II 4--- T - -----t-- ~ ~ ! { i SEC110N Vl ~__OTAI-_i___~4 -i_ 135 ; I I
I 157 i ~ 0.34 acres 25 256 ~ ~ j 5 158 / i ~ ~ I SECTION IX I ` ;
0.41 acres ~ 0.39 acres 240 r 0 r r I i ~ i ~ 226 I i 22 ROAD SYSTEM PUBLIC-~~~ (Fletcher) I j
~ 0.45 acne 0.36 acres 156 0,40 acres ~ ~I ' ~ 16 ~ 0.44 acres + ~ 155 ~ ~ i _ _____.__1--_-__--_-__a i 1 ~ 239 89 i i WATER 5Y5TEM PUBLIC t (Hendersonville) ' I
P 0.33 oaea ` 1 I ~ 1 i i SANITARY SEWER SYSTEM (Cane Creek WkS)
JANE DARNELL 18 ACRES ~ _ - 0.46 acres 25 - zs'R-, i i " 25 i
548/798 ~ - i 0,44 ac s ~o'R ` 288 0.38 acres I BUFORD S. ADCOCK O U 228 i , 22 708 713 MINIMUM LOT 0.33 AC (including R.O.W.) ~ ;
_ - zs'R 0.34 acres ~ ~ / I ~ ~ ~ ~
_ 163 zs'R, 8 I I MAXIMU~1 LOT 1.00 AC (including R.O.W.) ~ I 2 , I I I
0.3 a ~ ~ R/N - 3 i I 0.47 acres 290 ~ N a
68 i i O O A ~ SETBACK REQUIREMENTS O
r 1t 0.34 acres 16 , ' A6 67 0.44 acres r ~ 258 \ 230 231 ~ N I FRONT SET BACK 30 FT
4e' lt/w ~ E ; / _f._ _ - _ . - St9E SET ~!;C+E '~ffi - - I ~ _ ~ - _ -
164 _ O,~Q~s 0.33 - - - - 0.39 scree ~ ~ ~ DONALD S. NANCE __REAR SET BACK _ I 15 FT ~ ~
UP 0.33 acres ~ 0.48 acres 85 IP 110 ~ i ~ 749 149 ~ W / BUFFER SET BACK ~ 30 FT w
/ 0.34 acres ~ 0.45 as ~ 0.33 acres r 0.45 aaea 291 I 20 ~ ~ O 24 ~
~ ~ , 171 59 i ~ i O
~ 1~ ~ ~ . TS ~ ~ EIP ~ cres i 0 ~ saes 0 34 a 0.41 acres O I UO U
0.40 acres 17 R/W 283 28 _ E? I 28 29 l O ~ O
0.33 acres 4 0.35 aaea . ~ ~ MM 1 35'R 318 ~ i W ~ ~ H
~ ~ 174 ~ / 0.36 acres , 0.35 acres ^ \ ~ 173 ~ 29 23 ~ / I a I
0.39 acres 0 0.34 acres 60 177 180 1 O U, ~ H RBERT. T. DOWNS
m ~ , 281 ~ 0.35 acres 0.33 acres ~ 0.60 acres ~ E ~ ~ a"~ ~ 722/523
~ 28 0 261 0.34 acres ~ r i W TR ~
v ~ ~ 0.60 acres ; 0.45 acres pg 316 ~ 3
n ~ 1 i~ r` ~ 181 79 ~ I ~3D'" i ~ I ~
~ 17 0.40 acres 0.34 acres 96
0.47 acres 0.33 acres 29 YN , ~ 29 ;
295 i j I 321
i ~ ~ ' 78 ' - ` 183 , . ~-_25-~ 314 ~ WILLAM C. HALEY 659/381
1 0.34 acres 179 0.42 acres 26 , \ 30 OWNER k DEVELOPER '
64 66 ~ 27 , so' e ~ I NDSOR-AUGHTRY COMPANY INC. Y~ I PO BOX 16449 5TA110N 8 ~ ~
0.55 acne ~ ~ 0,34 acres 0.35 sores , ~ 43 acres
0,34 acres D~ ~ GEORGE WESTFELT, JR. / 297 l'' • 30 ' ~ 19 GREENVILLE, SC 29606 I ~ ~ 312 I 1 I 803-271-9855 I i I
331 371 184 / \ ~ ~ ~ _ / ~ { i
185 zs R ~ . ' - - ~ 0.49 saes ~ - i j ~ 76 \ I 304 ~ SURVEYOR i
D.66 acres 86 ' ~ / 299 299 ~ ~ . ~
UP i ~ _ - 0.33 acres / 0.49 acres FREDERICK R. ALBRECHT STEVE McABEE, R,LS. R ~ 1 I 17 877/124 ( '
j` ~ 268 ~ 1 YS'R \ t ' ! ! ~ 140 Garren Creek Road, I ~ 310 Fairview, N.C. 28730 ,
301 ~ ~ ~ 0.40 acres 301 ~ ~ 308 , ~ ~ ~ 704-628-1295 I {
i ~ I ~
~ 187 ~ ~ ~ ~ 271 26 ~ ~ 75 - I _ I
0.73 acres 51 _ 0.3838°B 0.36 acres 03 ~ 31 I ~ ~ ~ ENGINEER n
1M 0.79 acres 26 _ F+~1 WILLIAM G. LAP , P.A. ' I
0. acres 0,79 acres ' ~ ' _ _ _ - 1635 AahevlTle H h a ~ I
/ 3 05 313 SOPHIE K. LOCO Hendersonwlle, in 3 ~
67 274 .274 626/671 ~ ~ 09 311 704-697-7334 ~ ! i 307 ,
o ~ ~ r ~ ~ ` ~ 'r ~ 0.71 acres 1 acres
, ~ '"1• ~ ~ r' 0.58 acres p . ~~d p 1 )c 2ss ~ i _ ..,1:... ~ ~ , ~ ~ 70
E a _,,'i~ ~ ~ •~i ~ '1 R 272 ~ i ~ r- ~ ~ i ~ 27 I . ' ,~'''•!,y ! I ~ I
1 ~ ~ 1 ~~P s ace. , I i ~ ~ 0.45 acres ~ ` ' i ~-.1 ~ . ~ PROJECT SITE 89 0.40 acres 0.44 acres Q~ N ~y ; I i - SEAL _ ~
_ A~~, i j 0,53 acres U ~ . ~ , : 0.69 saes - - ~ i
f ~ , ~t ~ i . ~ t " i ~ , ~ •''a0 si ~ , ~ _ ~ . 6469 ~ r ~ : ~
~ ~ 0,47 Ac. `V, `•,~~J~;~ Qr ° Muex ~ PERFECTION ,,'~i S,~ ~
r 9 3 - I i~'.f i ~ ~ f i;' ; OIL COMPANY G do G INC. ''~qCR~~~~~
I , 4 ~ ; ;.1~ ESP ~ ? r, g ~ , ~ orz ~ Eo 1HER ago ~ PERFECTION ~ CURTIS ENSLEY Y 413/351 ~~~~iinnu~~
I 0. CURTIS ENSLE ~ w + rw- - ~ squ DODG Oll YOUNGBl.00D 0 L C T1S ENSLEY _ I
t az ~a/~ ~>1. E ~ ~ 667 129 ~t Mik 2 . P~m~°~~ .zota~~ NE~atr HAROLD 626 545 COMPANY ~ ~`---~5'R W ~ 726 283 G sia~; ) ~ ~ ~ ~ 436/ 409 I ~ 26/283 ~ j
It°i~ ~ ~ ' ~ ~ ~ r ~ IP 691 /317 ; 1 Revisions ~s~~a R /Q7
US 2S
~"N GRAPHIC SCALE " 6Z97 5EC110N VI VII VIII 97102 -1
205 i R. I o ,i,,~ z 0.03 Ac. lw o so too xoo +oo IX REVISED
M ('I ,?>cwasr A;u' ~i ~da¢ •y J 1101 S0. FT. - raWri. ICHC sheet
0.02 Ac. RIGHT OF WAY B" WATERLINE 813 SQ. FT. \-----8
GAP IN FEET ( l of 6
"x6"x6" TAPPING SLEEVE k VALVE LOCATION MAP 1 inch = 100 ft.
FILE 71028