20000084 Ver 1_COMPLETE FILE_20000207

Key Map for:
The Springs at High Rock Subdivisions Phases 1 and 2
Waters of the United States
Off N.C. Highway 8. near Denton. N.C.
Healing9 Springs Township. Davidson County
Dote Prepored: April 6. 1998
Scale: 1 " I WO'
SHEET I OF 12
mac,
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SOUTH ??
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NC HWY 8
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Job No. 98-6077
Prepared By: C
CHARLES C. WHICKER, RLS
& ASSOCIATES. INC.
Land Surveying and Mapping
17-B Randolph Street
Thomasville, N.C. 27380
Bus: [phone] r ax: (910) Ora-"

w
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<ey Map for:
The Springs at High Rock Subdivision. Phases 3. 4 and 5
Waters of the United States
Off N.C. Highway 8, near Denton. N.C.
Healing Springs Township, Davidson County
Date Prepared: April 6. 1998
kale: 1 " - 1000'
SHEET 2 OF-12
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SOUTH
MONT
NC HWY 8
ti
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Job No. 98-6077
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kb
Prepared By: C
CHARLES C. XHICKER, RLS
& ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randolph Street
Thomasville. N.C. 27380
Bus: (910) 472-OM ray[: (910) 472-2"
G
(?I
Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton, N.C.
Healing Springs Township. Davidson County
Date Prepared: April 6. 1998
0' 20'
SCALE I" - 40'
SHEET 3 OF 12
120' 160'
G?'0+
SOUTH
MONT
NC HWY 8
?+y t Sw',t/,P
f N CREEK
t
SITE
MAP

A 97-)_E__.4
Col.
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-3497 -
10
4Y1011
d(ttroo
40.70'
-7, e9.
105-x5
210.25'
IZ.l2'
• E-t A / too'

T P c>
This certifies that this copy of this plot accurately depicts the boundary of the
Jurisdiction of Section 404 of the Clean Water Act Pursuant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined by. the undersigned on
this dot*. Unless there is o change in the low or our published regulations, this
determination of Section 404 Jurisdiction may be relied upon for a peroid of five
years from this dote.
Signature of U.S. Army Corps of Engineers Official
Zg P ASE 85
PLAT BOOK
Job No. 98-6077
Prepared Br:
CHARLES C. W111CIM, RW
& ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randolph Street
Thomasville, N.C. 27380
Bus: (910) 472-em trax: (9l0) 472-=Wj
Date
3?PPJI?AG9 ?
-' ( GQ?
9 tiT H eIQH
Survey for E-i Z
PLAU- bocle , ?---- SOUTH
The Springs at I h Rock Subdivision P? UGH MoKT
Waters of the Unled States ps F-2
Denton N.C. M PLC
Off N.C. Highway 8, near a L, a?
Healing Springs Township, Davidson County ?-c e7
Date Prepared: April 6, 1998 PiE "? my a
Ar y.,??
P
p' S0' 10' 260, 300'
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SCALE I"= 100'
SHEET 4 OF 12 PLAI MA-p Esoov-
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/ AST H*C-- N03
This certifies that this copy of this plat accurately depicts the boundary of the PH1a?E 2
Jurisdiction of Section 404* of the Clean Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined the unders''pned on 27
this dote. Unless there is a change in the low or our published regu=s, this PEE 12
determination of Section 404 Jurisdiction may be relied upon for o peroid of five I
years from this dote.
Signature of.U.S.' Army Corps of Engineers Official
Dote
GV W
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J I
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7
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THE. 3Pf21tJGje
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PLAT' 60016 27
PAl3E_ 12
Job No. 98-6077
Prepared By:
CHARLES C. 1HIICIM, RLS
alt ASSOCIATES, INC.
Lend Surveying and Mapping
17-B Randolph Street
Thonumille, N.C. 27360
Bus: (910) 472-5M ice: (910) 478-mllej
Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Heolin 1 Springs Township, Davidson County
Dote Prepared: April 6, 1998
0• JV bV
SCALE I" = 60'
SHEET 5 0F?12
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SOUTH
MONT
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f V'?C?EKAP
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00 I,
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This certifies that this copy of this plot accurately depicts the boundary of the.
Jurisdiction of Section 494 of the Cleon Water Act pursuant to the 1987 Corps
of Engineers Wetlands Minvoti0n Manual as determined by the unders' on
this dote. Unless there is o change in the low or our published regulo ions, this
determination of Section 404 Jurisdiction "toy be relied upon for a Wald of raw
years from this dote.
Signature of U.S. Army Corps of Engineers Official
,5 01
CODE l?
Job No. 98-6077
Prepared By:
CHARLES C. WHICKER, RLS
& ASSOCIATES, INC.
Land Surveying and Napping
17-B Randolph Street
Thomasville, N.C. 27360
Bus: (910) 478-6!!>e,9 rax: (910) Ord-zees
Dote
Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: April 6, 1998
0' 20' 40' 9b' I
SCALE 1" r. 40'
SHEET 6 OF 12
p?gnrn,,, r
•, o??N CARo
'Pee 0S1fgFp •ti
= SEAL =
Ly??L-3491?=W=
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• ......... ?-•?
?L.Vls?D 4'tl(cao

47
PU

This certifies that this copy of this plot accurately dlepicts the boundary of the
Jurisdiction of Section 404 of the Clean Water Act purmeant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined by the undorrssppnned on
this dots. Unless there is a change in the low or our published regulotions, this
determinotion of Section 404 Jurisdiction may be rolled upon for a peroid of rive
years from this dote.
Signature of U.S. Army Corps of Engineers Official
G 014-
SOUTH
MONT
NC HWY g
SITE
No. 98-6077
Prepared Br:
CHARLES C. WHICKER, RLS
& ASSOCIATES, INC.
Lend Surveying and Mapping
17-B Randolph Street
ThomavrWe, N.C. 27380
Bus: [phone], INW. (910) 472-2"
VICINITY MAP NOT TO SCALE
N?
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a•?
?G.QFLL, pF ?Il__.L?
o f=o OF' P-1 L-L-
000 '!' ?Paawn?ta?? 8. F
328 *- ?. ?? IDMCD

Date
Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: April 6, 1998
0. 25'
SCALE I" z 56'
SHEET 7 OF 12
160, I
mac, G?611-
SOUTH
MONT
NC HWY 8
i
'? FV' CREEP
SITE
VICINITY MAP NOT TO SCALE
43
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PL1?T- BROIL. 2G
PG?r;E 107
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is ;•? L-3491
CLAYTON.
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PH?SEJ 3
PC-AT- 6001E 2?
P.o.r=E 107
O^
QP?
tiro ' C
A,
V,
411
This certilies that this copy of this plot accurately depicts the boundary of the
Jurisdiction of Section 404 of the Clears Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined rr the unders''qn on
this dote. Unless there is o change in the low or our publisMd regulotions, this
determination of Section 404 Jurisdiction may be relied upon for a peroid of fine
years from this dote.
Signature of U.S. Army Corps of Engineers Official
Dote
50' f:;;' l?
E LAN E
Job No. 98-6077
Prepared By:
® d PP/Z?]XfM4TE a? OF FILL.
OF F-71L-L = L t?.G * o_pPfizr?xlr?forE 5. F
TOT?..L- = 5 .23 * S. F ELY OMCD
CHARLES C. WHICKER, IM
& ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randol h Street
Thomasville, TIC. 27380
Bm: (910) 479-66>i:! fees: [phone]
N I(2i H
Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: April 6. 1998
0' 50' 100'
SCALE I" = 100'
SHEET B OF 12
f1
i
C)
J
p,PF
. p2F
Q ARJ;
53 ?
-TI-IE ?3Pr?J?JG^?2
AT HIGH PAC1L
PE-1 F- ?3 MAP 2
PGGE 100
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57
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1-7-349

PL4'r 8?
G? 26
/ \ PAGES 106-109 I " ??? -
THE 6P2 ,K--e AX- HIGH R_QC1L_
PHn - 3 M o P 3
Pt.nT 8001- 2G P.AGE.
L.
-T'HE 9PPjKjme A- Hf'H P..CYJL
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Pip'T J3oo1? ea Rte. E 109
Non
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pCJL
55
ti v>o
?• 1
54-
9

APP2ox1MATE AREA
OF PILL = 1099 ±
APPfLC)X1M4TE S.P.
This certifies that this copy of this plot accurately depicts the boundary of the
Jurisdiction of Section 404 of the Clean Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined by the unders'gnod on
this dote. Unless there is o change in the law or our published regulations, this
determination of Section 404 Jurisdiction may be relied upon for o peroid of five
years from this dote.
Signature of U.S. Army Corps of Engineers Official
HIC H
20C,k '-'
t___,v-V E-
FI L.L_
Pl L L-
??3 r^4p?
GAL
SOUTH
MONT
NC HWY 8
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SITE
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PLGT a ?V'-Q o
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WEB
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1, ?i 7*'A?F? ES
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L l Ns6 39"08' 1= 50:7
L2 t JGer. 100f"E- 14G.t' a
L3 NO?1231"? 2-1'5•qzO
L4 hJACY3037•E 28 30'
LP3 tJf34'Ioj?1?3E 29.37'
LCo tJ7PJJ5e52°4'1= 39•'?°?
L-77 0-25-74, '4PS W 23.13
L.E!? Q6227'00\,V 27.00
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Job No. 98-6077
Prepared By:
CHARLES C. WMCIM, RLS
do ASSOCIATES, INC.
Lend Surveying and Mapping
17-B Randolph Street
ThomanWe, N.C. 27380
Bus: [phone] rax: [phone]
Date
Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: April 6, 1998
p• 25'
SCALE I" = 50'
§HEET-"9 M 12
01-
TO
,;-:>SJc-)e--

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P 1--IG_9 E 3
P BI1?T OOIL 2X'.
P?C3E. 110
GOV ?

!o .7 9' 5'5-
15 60, 10' S Z11
W
This certifies that this copy of tills p16t accurately depicts the boundary of the
Jurisdiction of Section 404 of the Clean Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined by the undersigned on
this dote. Unless there is a change in the low or our published regulations, this
determination of Section 404 Jurisdiction may be relied upon for o peroid of five
years from this dote.
Signature of U.S. Army Corps of Engineers Official
Dote
\?o
v
Q
L?.PPR.OSC.I MLaTE
O f.? t= 'a- OF
Fl L L
TOT-.41? L1. f??.d
. F7.- t?Y o
Job No. 98-6077
Prepared By:
CHARLES C. WHICIM, RLS
& ASSOCIATES, INC.
Lend Surveying and Napping
17-B Randolpo Street
Thomasville, N 27380
Bus: (910) 479-OW hx: [phone]
F"I CR£EKtP

Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healin Springs Township, Davidson County
Date Prepared: April 6, 1998
0' av-
SCALE I" = 60'
SHEET 10 OF 12
GQ'011-
SOUTH
MONT
NC HWY 8
s
SITE
vimm MAP NOT TO SCALE
H IQ"
P-OCK-
L .4.1e-E
?s
.AT- H I?H f21??_
PH.4eE 4
PLAT" e?-OOIL 27
P,anF- G5
I
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A7- HIGH f21JC1L_
PHQ?9E 3
M,n,.P 4-
PLAT- (3001- eIG
PAGE I lO
L- I
L2 ?4!o°3`22f?1
3C2,494? 554E, 27.90'
04'-
L ,33
L4 "0e4?'Osw
Q40 l43e5'VV 11 Oa
5 8
r
L5 N72°57L'?5NW 31.83
C Rot 4
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SE AL z:
L-3497 -Q!-i?
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®= 4 PP21J?cIn t?E dR?1? OF FiL t-
'f' 9 9 51 o.PPROwMd7'E g.
I C} ; 5 14 ± 0. f= BY t> M 0
This Certifies that this copy d thie plot accurately depicts the boundary of the
Jurisdiction of Section 404 of the Clean Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineotion Manual as determined r the undersigned on
this dote. Unless there is o change in the low or our published regulations, this
determination of Section 404 JurWfttion may be relied upon for o peroid of five
years from this dote.
Signature of U.S. Army Corps of Engineers Official
crp - .
/ Dote
x-72
1 ?GYI'a'3?0t? ' r
Job No. 98-6077

4.81 '
43°41'43.. ?
Prepared By:
CHARLES C. WHICIM, RLS
do ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randdolpph Street
Thomasville. N.C. 27380
Bus: (910) 472-OW hx: (e(ll) 472-MMA
Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: April 6, 1998
G?01 -
V%.PCRE Y
0' z V
SCALE r = 40'
SHEET II OF,IL
;ZO
,d*, 0 -00 P?
Q?.
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IX fzn-.-O G I'L_
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1-3497 ;AJ
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84
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r?c?nc3E 4
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L2
L-1-5
LA-
t-5
t-G
L7
l.+D
L9
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L.12
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U
13.21'
P-2-49r
2.01'
I4 6 I
2135
2040
24.51;
'2J.9e5
IQo.52,
2.7-7-7'
.00'
i e.r
C.I?"
V//n = AF'PROX1h?td'7"E o o ?? - OF FI L L?
830 t g. F; MW r.3lr1O
This certifiss that this copy of ?.his plot accurately depicts the boundary of the
Jurisdiction of Section 404 of the Clean Water Act pursuant to the 1987 Corps
of Engineers Wetlands Osli»otion Manual as determined bry tM uncle' on
this dote. Unless there is o change in the low or our publishW regulations. this
determinotion of Section 404 JurWktion may be relied upon for a peroid of five
years from this dote.
Signature of U.S. Army Corps of Engineers Official

Cow ?

Job No. 98-8077
Prepared Br:
CHARLES C. WHICIM, RLS
& ASSOCIATES, INC.
Land Surveying and Napping
17-B Randolph Street
Thomasvllle, N.C. 27360
Bus: (910) 472-OW ftX: (910) 472-209Y

83
E- ePF;?Jr-JGO
HIGH 2-Oc-)e -
RH,45E 4-
NT 0oo1L 27
P.o?E C?5
Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton, N.C.
Heolin9 Springs Township, Davidson County
Date Prepared: April 6, 1998
i
i
60 0 60 120 180
REAL
GRAPHIC SCALE - FEET r" L-3491' re
z`
SCALE I" = 60' :C)y,' y0 ?41G??
SHEET 12 OF 12
e /// O
rirnrusi???,
R -4%.500 A01(o°
Gc%z
SOUTH P0?
MONT
?a
NC HWY 8
REP
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0
SITE
VICINITY MAP NOT TO SCALE
N \ -O
17 C•\??+
o
/
Roc
High
L
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Roc
Lake
L-20 4178 4,?4
/ L-25 L?26
1 I
/ L-17 I
\ L-16
I
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19 \ 1$ I `?' Phase 2, Map 2
Plat Book 27, Page 13
\ c I
Phase 1, Map 4 0 ' I
\
COURSE BEARING DISTANCE Plot Book 25, Pogo 88
I
L-1 S 15.01'19"E 10.35' \ 1 r
L-2 S 58.39'20" W 9.26'
L-3 N 10'47'53" W 12.03'
L-4 N 37'05'51" W 119.88'
L-5 N 28'08'01" w 21.11' I
L-8 N 2M'20' V 39.90' i
L-7 N 18'07'40"W 28.92' \ I 1
L-8 N 35T9'07' V 40.88' \ 1 'r I
L-9 N 43.42'58 W 38.88'
L-10 N 35033'38 W 29.78'
L-11 N 47.38'43" W 29.35' a? I
L-12 N 70'00'23"W 23.39'
L-13 S 43'01' 14" W 8.08' O1 -?
L-14 S 89.30'49" W 33.17' I
L-15 S 79'06'1YV 27.00'
L-16 N 75007'12W 35.90' i
L-17 S 73'03'28" w 30.60' \ m I
L-18 S 83'07'32"W 47.24' '
L-19 N 83043'58"W 25.28' ;v
L-20 S 58'22' 13 W 52.40' I
L-21 N 18013'13"E 8.56'
L-22 N 81'12'33"E 39.31' c7/n o
L-23 N 81021'57"E 30.70'
L-24 N 87.42'15"E 48.24' a I
L-25 N 87022'02"E 19.02' \ - EIP
L-28 `1 47001'55"E 7 88'
L-27
L-28
L-29
L-30
L-31
L-32
L-33
L-34
L-35
L-38
L-37
L-38
L-39
L-40
7800312111E X8.17'
1 85.59'17"E 42.46'
1 87.48'21 "E 17.77'
148.31'05"E 12.69'
8461010811E 28.93'
4901012911E 30.12'
51039'01"E 32.95'
23903'40W 8.17'
3901512111E 38.11'
30032'14"E 35.48'
30055'57"E 28.39'
19008'28"E 46.97'
25000'42"E 15.29'
37019'53"E 122.51'
Rocky Cove Lone
50' Public R/W
Note:
Total area - approx. 4404 s.f.
Area In fill - approx. 915 s.f.
Areas by D.M.D.
This certifies that this copy of this plot accurately depicts the boundary of the
Jurisdiction of Section 404 of the Clean Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined by the undersigned on
this date. Unless there is a change in the law or our published regulations, this
determination of Section 404 Jurisdiction may be relied upon for a peroid of five
years from this date.
Signature of U.S. Army Corps of Engineers Official
Date
r? r?
Job No. 98-6077
Prepared By:
CHARLES C. WMCKER, I
do ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randolpph Street
Thomasville, N.C. 27360
Bus: [phone] rax: (910) 472-
A'
Key Map for:
The Springs at High Rock Subdivision, Phases 1 and 2
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: April 6. 1998
Scale: 1 1000'
-'SHEET I OF II

Omit
`,"',111111111 III
?N.CAROI!
?. •???0?SrER?o -,,
SE AL
a
?'•. C(AYI(0
?rtllfilll11"t,,'
G?
MAP NOT
i
Job No. 98-W77
Prepared Br: ?¦
CHARLES C. WMCI M DI S
& ASSOCIATES, W
land Surveying and Mapping
17-B Randolph Street
ThornamMe. N.C. 87900
Sm [phone] ran: (m) 17=-
f lxlca?P
t

Key Map for:
The Springs at High Rock Subdivision. Phases 3, 4 and 5
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Heolinq Springs Township, Davidson County
Date Prepared: April 6, 1998
1 1004
I Scale: 1" = 1000'
SHEET 2 OF I I
mow
som
k

0-
CIO
70vo
s
soiAP
,'?IIIIItf11,f 1j
?.o?AR01 '., Joe No. 98-6077
_
. •.
•.
1`.•Q?G\S1fRF % Prepared Br:
SE Al a ? CHARLLE?3000?./'1t1?1HICQKEtR?, RIS s
s q : e L-3497
'•; Z?s
Land Surveying and Mapping G
• 17-8 Randolph Stree! C.
•p* C( 1VTO ??.• Thomasville. N.C. 27900
''If AYI ``?1? Bum (910) 4718-UU F=: (910) 472- \
Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton. N.C.
Davidson County
Healing9 Sprinj9s Township1998
Date Preparod: April 6. w 20' 4v
SCALE r ¦ 40'
SHEET 3 OF II
.&.- i2 E7A--*
4-t 45 9 ± 9. F- e N

C,

SOUTH
MONT

25 PAGE B5
PLAT "OOK
? G
?VH. CARD[/* '
H
' w ?. Y ? F, vt3?:? goo. ??
This certifles that this copy of this plot accurately depicts the of the
Jurisdiction of Section 404 of the Clean Water Act purswont to the 1 7 Corp
of Engineers wstlonds ONinsotion Bawd as determined ter _tM wx on
thle date. Unless tMn Is o chores to ft lo. or our pu regula this
detsrrrrnotlon of Section 404 Jwhd ati n nmy be rolled upon for a paoid of On
years from No dote.
SignWwo of U.S. Army Corps of/';hl; m Offidol
x-14
Dote
Job No. 98-6077
Prep"" CHARLES C. WMCDr.
I=t RLS
& AMOCIATES, INC.
Land Surveying and hopping
17-B Randolph Street
Thomasville. N.C. 87300
Was: (910) 472-GM ft3c (910) 472-2ealJ
Coy+
l
NC
s
?c?
Wig" 17
Survey for ? 4' Z
The Springs at Hi h Rock Subdivision 2? ' , H? M
Waters of the UnRe'd States t?
\
Off N.C. Highway 8, near Denton, N.C.
Healin9 Spring9s Township, Davidson County ??. E f e
Date rmpond. April 6, 1998
LZOL t gw/J
1 200' -310. SCALE 1" .100' 1 K
SHEET 4 OF II p
Ra.QE Boo ate`
SITE
® .o.s>PQAxiMaTE
= ec??. OF FILL
a.t2FA- OF- F'I L_ L_ =
2770 f ,o.QPMOXI .t&7-F 9.17-
P-75,0 1-7 f i3. F7- aY omc>
U N
L_2 N.
L3 N
ss
L77 a•
9 N931
:
uo NI
u1 AI
U3 at
L14 N:
LP3 1Jf
1JG NI
U7
Lift N'
1..19 at
( 'I
I
R

?o
Z 4 t= 0.452:
2• ? 13. Cb7'
t'Ot'3•F_ 29.09'
20.0' ^
?'t4•t= 2A'3fo •?G?.
i4e5*E- 22.aw
IP-.GG•
M
?; w es2.?2
lw
??•w 'C._V.C?I•
?2?•W "Jt:?? ? E
i W 27.71
s?: w 4z:3g W G?
_.?.. w.,
_
• z
s ,;,?,?? Q 27
wl
V W
M
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28
?'HE c?(,yNC?B
=E
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4;'F!, ee A
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CARP
SEAL
O • : ? w
2.i 0 Ls C--) L-? 97
?'••., Ct AYTD????`'?
a ?ggtn,llq''
or
20 W
d
N6 •121 I 1 101 1 rll
? t3r2 A7' d
a x129 / / . r. \ d
?1 THE
AT H1C31.1
This certifles that this copy of this plot occurot* depicts the boundary of - Q-
Jurisdiction of Section 40k of the Clean wot•r Act ppuurr wont to the 1987 Corps F,L=- eank
of Engin•sn Wetlands Delineation Manual as dN•mtin•ds rr? the u
? on 2-7
this dote. Unions then Is o chorl9s In the low or our publbMd req?, M FIRM 12. i
d•tonnination of Section 404 Jlrrisdiotion may be rNisd upon for o p•rold of fW I
Yom from this dote.
Signoture/of.U.S.' Army Corps of Enjim fe Official
01
1
a
ra ?
W
n-*r- apeiNi e
403- HIQH QCCL
P1? 12
,lob No. 98-6077
Prepared Br.
CHARLES C. WMCIM, RI
do ASSOCIATES, INC.
Land Surveying and Mappins
17-B Randolph Street
Thomasville, N.C. 87380
-. -- - •- - --- ---
c
U
Survey for
The Springs at Hi h Rock Subdivision
Waters of the Unied States
Off N.C. Highway 8, near Denton, N.C.
Heolin9 Springs Township, Davidson County
Dote Prepared: April 6, 1998 .
0• av, i
SCALE I" ¦ 60'
SHEET 5 OF II
%0 %0*111101111
CARO??'••,
;'Q Oti
SE AL
i i_L-3491
A.
HIQH
20Gle -
LA.kE ,
THE GRQJNQS
.4T HIQH f2OCY_
PH.o.9E 1
PLF-,aQF- 69 2P5
afire P1 L
® _, ,?.F?PaowMdTE
?c?A OF FIL.?
'T'"OT"AL_ ARC.,
0, 02-2-,* e. F- e!.-v- on o
Lmsst 3
This certifies that this copy of this plot accurately depicts the boundory of the
Jurisdiction of Section 4944 of the Clean Water Act pursuant to the 1987 Corps
of Engineers wetlands ailineotion Monual as determined y the u on
this date. Unless there is o change in the low or our publisMdreg this
determination of Section 404 Jurlediotton may be railed upon for o psroW of five
years from this date. ,
Signature
G
1
SOUTH 01
MONT
Nc Hwr s
TI-Im 6A QjtIj(a9
Ay- HlQI-d laoe%v_
Pt•- F- I
MeiP 4
fk.A3- e:oO L P-5
F%:kQE 68
THE BPR1n1?g
Ax- HIQH f.ZOC`JL
PHn?E 1
950' FeAA/
covE ?-
o F Job No. 98-6077
166
v. * ?t Prepared Br.
CHARLES C. WMCIE
do ASSOCIATES, I
Lund Suneyins and WS
Sum (ono) 472-SM ns: (eta)

Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: April 6, 1998
G' 2p• 40' 80' 120' 1
SCALE r ¦ 40'
SHEET 6 OF II
11*1???????, ,.
N CARp?
'frLG\Stf?Qf?;? %
SEAL
rL-3491?•?s
HIG H

Signature of/U.S. Army Corps of Engineer: Olfical
/;, /f
Dote
GQ`?
SOUTH
MONT
NC HWY
CRS
/ N SITE
VICPM MAP NOT TO SCALE

thY nM c>
077
Prepared By:
CHARLES C. MCKER, RLS
do ASSOCIATES, INC.
Land Surveying and Mapping
17-8 Randolph StreeThomasville, N.C. $7980
eve: [phone], FOW (910) g?s-ssWA

J
aecerminouon Or seceion 404 .htrtmcuon may be relied upon for a perold of five
yeore from this dotq. a
Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: April 6, 1998
0• 40,
SCALE r ¦ 50'
SHEET 7 OF II
01 .10 ?///
lip
cr/
SITE
HI G?H
f`..O GIs.
L_ .4. Imo.. E_
a•?Q??N CARO1/ °.,.
?,o .••',S1?''. by '•.
??G fiQcD %
SE Al
L-3491,e?:=,r
Ct AYT
43
-r)-4F- SPRAIGS
A - HIQH
PrVIO&P I 3
P.o.l3t_ 107
42
THE 9Pf2 tliGe
A7- H1(ZH t2OCJL.
M?? 3
PL AJ - BO01L 2G
P.o.QE. 107
This aertitiet that trait coon of M Mat accurately deOcts the boundary of tM
JurisdicUon of Section 404 of the Clean water Act ppuunnwont to tlw 15th Cape
of Engineer weGonds Ddineafion Manual as determNed put A d on
this dote. Unless there Is o Change in the b• or our pubGsMd this
detemnination of Section 404 Jurisdiction n? be relied upon for a peroid sof &*
years from We date.
GmSSihh a) j:
??Jl
Z
sore,,. -120 Ci-e-'.Y
COVE
L-AN E
Job No. 58-6077
®? .D.PPRAXfM4TE ol?r= e O[= F1LL.
D iQ F=n - OF FIL-L.. _ 9?? t APPf2pxlfr(QTE, 63. F-
TOTA.L. - 5 .23 t 3. F- BY OMO
Signature U.S. Army Corps of Eng04%e Official
L
Data
G?
SOUTH
MONT
NC WY
Saw?
C?
Prepared By:
CHARLES C. WHICIM, RW
& ASSOCIATES, INC.
Laud Surveying and Mapping
17-B Randolph Street
Thomasville. N.C. 27360
iw (510) 4U-5M rer. (Sto) 475-SMA
?.f
Survey for
The Springs at Hi h Rock Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: April 6, 1998
0. 50'
SCALE 1" ¦ 100'
SHEET 8 OF II
G?oSSI r? 7
1.q
P14r
Z6 F
Atoms 106.109
-na 6FQ*,IGe AT HlGk4 F2trv
F'HG.BE- 3 N16q.fR 3
PLOT- BOOIG 2G P/N.GF- log /
SAM 1J Coo
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S
HIGH
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9P?
Ar HtQH 2OC1L-
?C A,PPar??clMea7?' P? 3
i n o ?w OF FILL F%AT CAOtL eG
v ARF?.OF FILL- PisC3?E 109
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? f .mss WMA71E5??" E
0
57

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SOUTH
MONT

NC

SITE
VICINITY
52
'TFiE f3i?f21w1C-?3
Ar HIC31-t R1.?CJL
P I??.P2
PFI&f3E _100 Qa
`T-O T'A.L?
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L l N91W39'09!rF- S67G
L2 NraW-m 0 0(XEr 442.056
!.7, NOJ"12'?51"E_ 2s.oo
L.4- K1440F3CZ7•E 28:30'
LPs fJr34?I?tii?3t:._ 5.937'
LA N7CfiesmeE. 39"?
;
L.'f eM7WW4A!fW 23.1
Lee 8d3'2'71C30W 27OCf
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L_?o 934?02i4&W
o1•w 43"$3'
e29d

Wa,
? 53 ? I
,caT- HIC3f-1 QAQ.JL. ? I
P?-13,?3? 3 Mo.P 2
PLAT' f3001L 2.G3 .,?
AaG¢ I00
This oertifiss that this copy of this plot occurctNy depicts the bpu V Of tM
JurW;cUon of Section 404 of the Ciean Water Ad pursuant to the 1sa87 Corps
of Engineers Wetlands ONineotbn Manual as determined bbyy
this dote. UnIm there is o change In the bar or our published regub this
determinotbn of Section 404 Jurisdiction may be NOW upon for o psrdd of fiw
years from thi; dote. I
Signotui of U.S. Army Corps of En*4*rl Official
Date
Job No. 93-6077
Prepared Br.
CHARLES C. WHICKER, RIBS
do ASSOCIATES, INC.
Land Surveys and Mapping
17-B Randolph Street
ThomarAlle, N.C. 87340
Bus: [phone] rest (910) 475-21ft
- Survey for
The Springs at High Rock Subdivision
Waters of the United States
Off N.C. Highway S. near Denton, N.C.
Healing Springs To nship, Davidson County
Dote Prepared: April 6. 1998
0' 25'
SCALE P' . 50'
SHEET 9 OF II
6011*
SOUM
mow
NC MW 8
c?
SITE
f-IIGH
.••' CARD ''••
t??`?G?STfipE•%
D' '
SE Al ICA.,
L- 3491,?s ;
CL AYj
'01011.6141
6 \01
THEHi?ePPLING S
P F-IE4R3.rJC`Jc_
Pt.?" ?OIG P-Cv
P?3E 110 N 31•
L1roSS1r? -"'l r4
Q?
>c3_ `TF-rE 4ar-'llp-i Kim's
AT' NIC3N 2?GJG- ?o
P1-Ia,9E 3
P t31 [?T OOIG QQ
PlaAt= 110
?Q(?= ??L-1C---10
This certifies that this copy of this plot accurately depicts the W" ?ry of ON
Jurisdiction of Section 404 of the Clean water Ael ppuu uant to the 12i Corps
of Engineers Wetlands Delineation Manual as determhed bbyy the on
this data. Unless there is o change In the low or our published=. this
determination of Section 404 Jurisdiction may relied upon for a perob of five
years from this /ate.
Signatur%f U.S. Army Corps of Engineers Afficiol
1
Dote
a .oJ?PROxI MATE
AQFi? pF F1LL
o E6-1 OF=- FI L-L- :
1078'~ APpR0x1MaTE e3- F-
TOT.?..L_
-720 t 8. F.- BY oMo
Job No. 98-6077
Prepared By:
CHARLES C. WMCI=t MB
& ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randdolpb Street
Tbomaevilie. N.C. 27380
Buss (910) 472-662.7 rar. (910) 4711-UNU
Survey for
The Springs at Hi h Rock Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton. N.C.
Healing Springs Township. Davidson County
Date Prepared: April S. 1998
SCALE 1" ¦ 40'
SHEET 11 OF II

Cps/ ?
SOUTH
MONT

SITE
83
-n-4E- epsajw49
4a- HIQH Q-o -
PH.ME 4
PICT coal-. 27
CARP
t '
?cP
OF FILL..
OF- r-=I L_ L =
33 2.1 t ,o.Pr-•anxlMeirE. s.
1-aT.CS.L... s
8308 t S. F; Bid HMO
This wUfbs thot this copy of We plot occurotely depicts the of the
.kxisdiodon of Ssetion 404 of the 0. Water Acl ppuurrsswont to fh. V "of
Corps
of Engi mm wsUwAs 0sansotbn 1lonual a, dst.rmhs0 b?yutM- ?
this dots. Unless "we is o WmW in the low or our P?+a+ a r uM10 s, tonhis
deterninotion of Section 404 ANW&Um y" be relied upon for a peroid of five
reors from W; dote.
V
PEP
Q
?--I IQ H
THE 3P1?.JNC 6
40- 5-n'C5Cjz-
Fzwame 4-
PL.G7- BOnIL 27
AO.GE. Coles
Job No. 98-6077
CHARLES C. WMCI=t RW
& ASSOCIATES, INC.
Land Survoyins and Uappins
DUN (010) 472-tiM /MS: (1110)
?S
a
6
c
Key Map for:
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton, N.C.
Healing Springs Township. Davidson County
Date Prepared: January 20, 1998
i
Scale: 1 " = 1000'
Sheet 1 of 7
:HWY8
b' R.O.W.
Owl #1
MOUNLVN WEW CHURCH
518-691
40 s&8' k
JJJ 1 J 046V ;t
ELSIE OWEN ET AL
588-128
l 3l .?
C01-1-
SOUTH
MONT
NC HWY 8
NAP
SITE f ?CEK
COMPOSITE PLAT - NOT FOR SALES. CONVEYA R
RECORDATION. INFORMATION TAKEN FROM PLkT V77 27,
PAGES 56, 57 k 58 AND PLAT BOOK 27,
mWfipmm -C7
,,?IIIIIt111/, • ? ,?
??•o?S-A CARol
=???'; ••'???SffpF N
SE AL
Win! 1_7Ifl7 .?=
Of JUKE W481:1 ,
It111111/1
ALVA FLOYD
TAX LOT 1. MOW 21
C. m. PEELER ESTATE
972-111
STONEY
LOT 1
PLEASANT SITES
0G",
_ Job No. 97-5723
?(??•(• Prepared By: C
CHARLES C. WHICKER, RIS
& ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randolph Street
Thomasville, N.C. 27360
Bus. (910) Ott-OAS hx: (910) 472-moo
1
Survey for:
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: January 20, 1998
Scale: 1 " - 200'
Sheet 2 of 7
SOUTH
MONT
s?
LEGEND
NC HWY 8
100' R.O.W.
R.O.
R.O.W.
MOSES HOLMES
458-103
590 -- SCOJAZZE FEET
(AREA IN FIt-L)
1.271 t SQUARE FEET
a
n i
L12 <
L11
1
W
? R!
r
w
U
Z
3
I
L2
L3
ORLEN CARRICK
TAX LOT 38, MAP t j
Cold-
NC
SITE _ ? V S*A"'
NOT
SCALE
EIP - EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
CALL. PT. - CALCULATED POINT
R.O.W. - RIGHT OF WAY
PL - PROPERTY LINE
53
4s
n
,IU
N m
I:LS
SW
A
ri 0 LOT i
z J. A. CARRICK
EIP W ESTATE
i„ o P8 22. PG 6
LOT 2
I I "P

3
3 I
?+
d d

e
NUMBER 00tECTION DISTANCE
L1 S 7!1''46 30 E 35.80'
L2 S WVW'E 14' 1
L3 S 41' 1511E 28.94' 1
L4 N 40 41 E 1.28'
L5 N a24 4"E 44-64' 1
L6 S 26'35 30 E 6.00
L7 S 024*30"W 43.40
L8 S 77'40 41 85.56
L9 N 41' 15 11 33.26
L 11 N 26' O8 16.92
L12 N 79*4lrM'V
32.80
L13 N tOr1 E 6.00
,,,??nrnrrrr, q,
.?AR0(/N
SEAL
'se's . , L-3491
This certifies that this copy of this plot accurately depicts the boundo of the
Jurisdiction of Section 404 of the Clears Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined by the underliqned on
thb dote. Unless there is o change in the low or our published =ions. this
determinotion of Section 404 Jurisdiction may be relied upon for a peroid of five
years from this dote.
Signature of U.S. Army Corps of Engineers Official
mole
4 `2+u 10? C c?,.?
Job No. 97-5723
Prepared By:
CHARLES C. AHICKER, RLS
& ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randolpph Street
Thomasville, N.C. 27360
Bus: (010) 472-GM rax: (010) 472-
Survey for:
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton, N.C.
Healing Springs Township. Davidson County
Date Prepared: January 20, 1998
Scale: I" - 100'
Sheet 3 of 7
LEGEND
EIP m EXISTING IRON PIPE
EIS m EXISTM IRON STAKE
CALC. PT. - CALCULATED POINT
R.O.W. m RIGHT OF WAY
PL • PROPERTY LINE
This cwtirm that this copy of this plot accurately depicts the boundary of the
Jurisdiction of Section 404 of the Clean WOW Act pursuant to the 1987 Corps
of Engineers Wetlonds Delineation Manual as determined by the undersigned on
this dote. Unless there is o change in the low or our pu shed regulations, this
determination of Section 404 Jurisdiction may be mNed upon for a peroid of rive
years from this dote.
Sigratun of U.S. Army Corps of Engineers Ofrical
Dote
0
NUMBER DIRECTION DISTANCE
It N 81.49'51 "E 20.96'
L2 S 01'S5 23 E 50.61
L3
. . S 20'42 40 E
w w•,ww •w r 72.89
.9t et
G????
SOUTH
MONT
NC HWY $
NAp
f U OEK
SITE
VICINITY MAP NOT TO SCALE
N"W
F? E X00°
09
Z ?
CALL. PT.
L43
NUMBER
N 3W54*40'* 21-55'
L26 N 2r59 "w
L27 N
L28 N
W06'05"E
40.13
L29 N
L30 N 81*12'21'V 10.52'
L31 N 2X21'20'V 47.91
L32 N
L33 N
l34 N 2S34*50*V 36-05'
L35 N
Z. X-I
L36 N 2r4q'53*%v 44.73'
L37 N 4410-04-W 34.00
L38 N 51*58*38"W 20.34'
l39 S U44,45,'W 24.23'
L40 N 21*2WIO'V M3016
L41 S OW04-63"W 21."
L42 N 6V46-42"W 19-'M
L43 N 51'18*58"E
- 16.85,
L44 N W 005
5 ?E 20.05'
L45 N 78*54 . 28"E 25-89'
L46 S 88'44 53 E 26.08'
L47 N 88'31 16 E 19.96
N 00'20 20 2220
PRF N 19'2718"W 49.91
110
.w
EIP
cyti
s A
J'oI'.?o.
ILP.
C.M. PEELER ESTATE
972-111
T
W
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ROBERT S,
DENNIS
934-262
/
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Job No. 97-5723
Prepared By: C
°? CHARLES C. WHICKER, RLS
do ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randolph Street
Thomasville, N.C. 27360
Hue: [phone] rex: [phone]
Survey for:
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: January 20, 1998
C16-
fu
C Efy'
1
Scale: 1 " - 100'
Sheet 4 of 7
LEGEND
EIP - EXISTING IRON PIPE
EIS • EXISTING IRON STAKE
CALL. PT. - CALCULATED POINT
R.O.W. - RIGHT OF WAY
PL = PROPERTY LINE
GLENN E. DENNIS
555-85
S
4i
n
h
?U
N

PL
ROBERT S.
DENNIS
555-82
EIP
N
CALL. PT.
C.M. PEELER ESTATE
972-111 Al
J
PROPOSED STONEY POINT DRIVE
60' R.O.W. PRIVATE ROAD
R.O.W.
L18/•
L4 //
EIP
L15-?
This certifies that this copy of this plot accurately depicts the boundory of the
jurisdiction of Section 404 of the Coon Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Monuol as determined by the undersigned on
this date. Unless there is o change in the low or our published reguloions, this
determination of Section 404 Jurisdiction may be relied upon for o peroid of IWO
years from this dote.
Signature of U.S. Army Corps of Engineers Official
PL
C.M. PEELER ESTATE
972-111
NUMBER DIRECTION DISTANCE
Lt S 33'4617"E 26.90
L2 S 54'33 14 E 30
L3 S 03'15 50 E
' 36.27
-
L4 S 30x26 37 I T93
L5 N 69'46 43 E 27.37
L6 S 51'3611 E 63.44
L7 S 1 T46 36 E t .44
L8 S 39'4612 E 26.39
L9 S 34'4 58 E 7
LID S 1 T50 44"E
21.41
L11 S 77 16 4.
L12 N I r50 44 At' I
L13 N 34*4 56 37.50
L14 N 3V46-12-V TM'
L15 N 17' 36 17.00
L16 N 51'36'1 I
L17 S 69'48 43 27.42
LIS N W26'37'*--
6 37
14.12
1.19 N 03' 1 SO 36.10
L20 N 54'3314 29.70
L21 N 33'4617 27.64
L22 N 56' 13 43 E 4.00'
1,275± SQUARE FEET
900 */- SQUARE FEET
(Ar2EA lo.l t=1L1-)
R.O.W.
VICINITY MAP NOT TO SCALE
f4p, 1"
.•`'•?Q?tN•C AR..t ?N
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L8
R.O.W. RE.tISac? d(Zo
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Job No. 97-5723
Prepared By: C
CHARLES C. WHICKER,. RLS
& ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randdolpph Street
Thomasville, N.C. 27380
Bur: (910) 472-OW ftz: (910) 472-289J
Dote
Survey for:
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: January 20, 1998
Scale: 1 " - 100•
Sheet 5 of 7
C.M. PEELER ESTATE
972-111
SOUTH
MONT
) 51?
LEGEND
G?Lo?
NC
Cwj iy-
SITE _
MAP
TO SCALE
EIP - EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
CALC. P1. - CALCULATED POINT
R.O.W. - RIGHT OF WAY
PL - PROPERTY LINE
15,3661 SQUARE FEET
ALVA FLOYD
TAX LOT 1. MAP 21
•o
.,A
1, q20 -/- SauARE. FEET
C AME& tt.1 F%L.L.)

C.M. PEELER ESTATE
972-111
This certifies that this copy of this plot accurately depicts the boundary of the
Jurisdiction of Section 404 of the Clean Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined by the undersigned on
this dote. Unless there is o change in the law or our pubieW regulations. this
determination of Section 404 Jurisdiction may be relied upon for a peroid of five
years from this dote.
Signature of U.S. Army Corps of Engineers Official
Date
L38 (TIE LINE)
PL
NtAM6ER DIRECTION DISTANCE
L1 i s 01'00'5 8"W 13.20'
L2 N 84' 14 5 1 18 80
L3 I s or00 3 2 w 77.80
L4 S 88'31 4 6 w 50.30'
LS S 4r00 5 7 w 40.53'
L8 S 38'251 2 106.46'
L7 S 76' 14,4 5-W 40.89
L6 I s 5r37 3 0 w 43.85
L9 N 18'240 2 18.79
LID N 40'45 5 9 E 36.00' 1
01 N 81.100 3E 27.89' 1
02 S W CE 1 21.21' 1
L13 N 35'40 0 9 E 65.9D' I
L14 N 39' 3 2 E 44.31
L15 N 51'181 5 E 34.35' 1
L18 N M 1`3 3"E 51.52' 1
L17 N 01' 164 3E 66.49'
l18 N 61'2V4 5-1E . 13.84' 1
Of N 49 1 19.55
L20 N XVIV11
" 7-1 59.55' 1
L21
9 E 134.55' 1
S
111 -E 112.37'
L23 S 09 E 6723
L24 S 2WVIW 'E 100.41
L25 S E .52
Lie Is 05W3 6"W 2 ..94' 1
7 S 4 21.80' 1
N 1 / 1146' 1
L29 N 6.16
:W2 I N 7 4 7.
L31 N 0 1 .29
4MV N
L33 N
low
47.43
N .48
N 4 3 2 72.72
L36 N 58'16 4 4 89.33
L37 N 7200 0 53.30
L38 S 1540 5 5"W 90'
17,1541 SQUARE FEET
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Job No. 97-5723
Prepared By:
CHARLES C. WHICICER, I"
do ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randolpph Street
Thomasdlle. N.C. 27960
Our. [phone] ft= (910) 472-
Survey for:
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton. N.C.
Healing Springs Township. Davidson County
Date Prepared: January 20. 1998
1
Scale: 11" - 100'
Sheet 6 of 7
This certifies that this copy of this plot occurotely depicts the boundary of the
Juiadction of Section 404 of the aeon Woter Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Monuol os determined by the undersip d on
this dote. Unless there is o chonge in the low or our published reyulotions. this
determination of Section 404 Jurisdiction may be relied upon for a peroid of five
years from this date.
S•pnolure of U.S. Army Corps of Engineers Official
Date
F
Q 91??
Ci.
NUMBER DIF
L1 N
L2 N
L3 N
L4 N
LS N
Ld N
L7 N
L8 N
L9 N
L10 S
L11 S .
112 S
L13 S
L14 S
Lis S
L16 S
L17 S
L18 S
L19 S
L20 S
L2 NN
'P
•o?
LEGEND
EIP - EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
CALC. PT. - CALCULATED POINT
R.O.W. • RIGHT OF WAY
PL = PROPERTY LINE
a16'?
SOUTH
MONT
NC MY 8
SITE
VICINITY MAP NOT TO SCALE
S
IV
4
h

N Z.
I?
\ Job No. 97-5723
'yo Prepared By: r
CHARLES C. WMCIM, RIS
& ASSOCIATES, INC.
Land Surveying and Napping
17-B Randdolpph Street
Thomasville, N.C. 27360
9w.. (910) 472-11=1 fMx: (010) 472-2$Wj
I
Survey for:
Stoney Point Harbor Subdivision
Waters of the United States
Off N.C. Highway 8. near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: January 20, 1998
Scale: I" - 100'
Sheet 7 of 7
This certifies that this copy of this plot accurately depicts the boundary of the
Jurisdiction of Section 404 of the Clean Water Act pursuant to the 1987 Corps
of Engineers Wetlands Delineation Manual as determined by the undersigned on
this dote. Unless there is o change in the low or our published regulations. this
determinotion of Section 404 Jurisdiction may be relied upon for a peroid of five
years from this dote.
Signature of U.S. Army Corps of Engineers Official
Date
Z
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LEGEND
G•
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N
1I
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i EIP
.? - ?-
y?k1Y EIP n ?,P
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CALL. PT. - CALCULATED POINT
R.O.W. - RIGHT OF WAY
PL - PROPERTY LINE
SOUTH
MONT

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NC
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SITE -
MAP NOT TO SCALE
11.137f SQUARE FEET
L16
L19
L20
- L21
L22
ti 0

NUMBER DIRECTION DISTANCE
Lt N 26'42'29"W 23.52'
L2 N 1747r 1N 32.35
L3 N 10'4211 39.28
L4 W -2-V-33 45 32.86
L5 N 6707 38 20.90
L6 N 49'01'21'V 20.97
L7 N 80' 14 18 E 39.33
L8 S 77'4911 E 22.42-
L9 N 6r20 37 E 21.23'
L10 N 30'48 22 E 25.77
L II S 0x01 33 27.10
L12 S 16'1735 E 33-86
L13 S 2&00'27"E 22.25
L14 S 12'58 48 E 35.23
L15 S 32'45 09 E 34.80
L16 S 58'3314 16.07
L17 S 41.25 32 E 32.94'
L18 S 50x23 44 4.51'
L19 N 5r59 00 25.93'
L20 S 05'32 Ot E 28.76
L21 N 765104 16.50
L22 N 86.21 33 26.36-
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Job No. 97-5723
Prepared By: C
CHARLES C. AHICKER, RLS
& ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randolph Street
Thomasville. N.c. rmo
ilium. (910) 472-6e1e,1 IFOX. (910) 472-=Wj

Key Map for:
The Springs at High Rock Subdivision. Phases 1 and 2
Waters of the United States
Off N.C. Highway 8, near Denton, N.C.
Healing Springs Township, Davidson County
Date Prepared: April 6. 1998
Scale: 1 " = 1000'
SHEET I OF II

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Thomasville. N.C. 27$00
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Key Map for.
The Springs at High Rock Subdivision. Phases 3o 4 and 5
Waters of the United States
Off N.C. Highway 8, near Denton. N.C.
Healing Springs Township. Davidson County
Date Prepared: April 6. 1998
1 100
Scale: 1 " m 1000'
SHEET 2 OF I I

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Job No. 98-6077
Prepared Br: C
CHARLES C. WHICKER, RLS
do ASSOCIATES, INC.
Land Surveying and Mapping
17-B Randolph Street
Thomasville. N.
Bm (010) 47B-UU FW. (910) 473-UNU
Telephone: [phone] P,i;:: '_' 19-828 .>n i
EcoScience
May 15, 2000
Ms. Jennifer S. Frye
N.C. Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
MAY 1 7 2000
IIALITY SEC' i `?.
Re: Results of Stream Restoration at the Stoney Point Harbor Residential 98-004.02
Development: DWQ Project # 00 094, COE Action ID 200020070,
Davidson County, NC
Dear Jennifer:
This correspondence is submitted in hopes of satisfying information requests made by the N.C.
Division of Water Quality (DWQ) in a letter from Mr. Larry Coble to Ms. Sandra Steed concerning
the subject project dated February 28, 2000. EcoScience Corporation has previously submitted a
letter to Mr. Coble (dated March 15, 2000) providing a portion of the information requested by
DWQ.
Jurisdictional areas were delineated at the subject site during the fall of 1997 and a set of survey plats
of the delineation, which indicates impacts, was approved by the U.S. Army Corps of Engineers
(COE) in the summer of 1998. During a site visit you and I conducted on February 22, 2000, we
determined that minor, additional impacts had occurred in each of the three streams crossed by the
development access road since the delineation and survey were completed. As a result of this
finding and the DWQ February 28 letter, the land developer (KEJ Marketing/Waterfront Properties)
agreed to accurately depict the current impacts at each of the three stream crossings on the survey
plat. Please know that these tasks have been completed at this time.
Please find attached to this letter 7 figures on 11-inch by 17-inch paper labeled Sheet 1 of 7 through
7 of 7. Sheet 1 of 7 depicts development lot configuration and location of jurisdictional crossings
within the development. Streams are numbered 1 though 3 from north to south on this sheet. Sheets
2 of 7, 4 of 7, and 5 of 7 depict plan views of the crossings, including impacts to streams resulting
from crossing construction. Impacts resulting from construction of the three stream crossings
include: culvert and bed fill immediately supporting road crossings, and stabilizing rip-rap in the
vicinity of culvert inlets and outlets.
r .
EcoScience Corporation
Ms. Jennifer Frye
May 15, 2000
Page 2
This project includes three stream crossings with a total of 325 linear feet of stream impacts. No
single crossing impacts more than 150 linear feet.
Stream Crossing Linear Impact (feet)
1 80
2 110
3 135
Total 325
We believe that the information contained in this letter, in addition to that contained in our letter to
DWQ dated March 15, 2000), should satisfy the requests stated in the DWQ letter dated February
28, 2000. Please consider this letter to be a request to remove this project from administrative hold
and proceed with consideration for issuance of a Section 401 Water Quality Certific-!'* ,r `-r "Ic
described impacts.
Please call me if you have any questions concerning this information. Thank you for your assistance
with this project.
Yours truly,
ECOSCIENCE CORPORATION
Sandy Smith
Senior Project Manager
Attachments
Cc: Ms. Sandra Steed, Waterfront Properties, Inc.
Mr. John Dorney, N.C. Division of Water Quality
Mr. John Thomas, U.S. Army Corps of Engineers
EcoScience
612 `.1'.ide Avenue Sum! 200 Raleioh. NC 27605 Telephone: [phone] Fax: [phone]
as n=.ct•?:..
March 15, 2000
Mr. Larry D. Coble
N.C. Division of Water Quality
Winston-Salem Regional Office
585 Wauahtown Street
Winston-Jaiem, North Carolina 27107
Re: Response to a Request for Additional Information Concerning
The Springs at High Rock: DWQ Project # 00 084 and
Stoney Point Harbor: DWQ Project # 00 094
Dear Mr. Coble:
98-004
Please find attached a copy of a letter from you to Ms. Sandra Steed of KEJ Marketing/Waterfront
Properties dated February 28, 2000. This correspondence is submitted as part of an effort to respond
to you within three weeks of the date of the aforementioned letter. Please know that KEJ
MarketinL,'Waterfront Properties is interested in pursuing this project and does not wish to have the
project %%i.:,awn.
The N.C. Division of Water Quality (DWQ) has enumerated five points in the request for further
information. Responses to the information requests are included below.
(1) Supporting Information for Stream Crossings. A healthy economy, growing population
along the nearby I-85 corridor, increased disposable income, and an apparently popular
desire and ability to purchase a second home or retirement home near a body of water and
outside of the urban environment of a city are primary factors resulting in the development
of the subject property.
The Springs development property is a linear strip of land adjacent to the Yadkin, Inc. buffer
along south shore of the Flat Swamp Creek arm of High Rock Lake (see attached Figure 1).
The main body of the development property is approximately 2.6 miles long and ranges from
550 to 700 feet in depth from the Yadkin buffer. An entrance road extends another 0.9 mile
from NC Highway 8 to the main body of the development. The entrance road and
development are crossed by 11 intermittent streams that flow down the north face of High
Rock Mountain into High Rock Lake. Roadway access to the length of the development
cannot be established without crossing these streams. The access roadway has been
constructed on a fairly steep slope, so linear impacts to streams are necessarily longer than
if the road was constructed on a level grade. With consideration to the stream reconstruction
work that is currently underway, linear impacts resulting from stream crossings have been
minimized to the greatest extent practicable.
EcoScience Corporation
Mr. Larry D. Coble
March 15, 2000
Page 2
(2) Sediment Basins in Stream Channels. EcoScience Corporation has contacted Ms. Jennifer
Frye and discussed methods for restoration of stream channels. Subsequently, a plan has
been devised to remove sediment basins established in stream channels. Stream channels
will then be restored as close as practicable to pre-construction conditions. Stream banks
will be seeded with grass to provide for stabilization and supplemental plantings of wetland
and mesic herbs and shrubs. Since the region is currently experiencing low-flow conditions,
basin removal and stream restoration work is being carried out now. Following
reconstruction, the linear footage of impacts at crossings will be determined and forwarded
to DWQ.
(3) Length of Stream Impact Discrepancies. The stream boundaries were delineated and
surveyed at The Springs in 1997. Since that time, further fill impacts (sediment pond
construction and boulder placement) have occurred in some stream crossings that were not
recorded on the jurisdictional delineation plat. Sediment ponds and boulders are currently
being removed from several streams. Stream banks will then be stabilized initially through
crass seeding, with supplemental plantings of wetland and mesic herbs and shrubs. The
linear footage of impact resulting from each crossing will be determined and forwarded to
DWQ. It is the intention of the developer to impact less than 150 linear feet of stream at
each crossing.
(4) Missing Road Crossing. One delineated jurisdictional stream and a road crossing of the
stream were inadvertently not included on the jurisdictional delineation of The Springs
development. The delineation plat will be revised to include this crossing. Length of impact
will be determined and forwarded to DWQ.
(5) The only planned future impacts to jurisdictional areas at The Springs include the
construction of three group piers on the shoreline of High Rock Lake. On December 17,
1999, DWQ issued an approval of 401 Water Quality Certification (DWQ# 99-1030) to
allow coverage of fill resulting from construction of these piers under Nationwide Permit
Number 18.
The only planned future impacts to jurisdictional areas at Stoney Point Harbor include the
construction of a residential pier and boat ramp on the shoreline of High Rock Lake. On
October 24, 1999, DWQ issued an approval of 401 Water Quality Certification (DWQ #
991049) to allow coverage of fill resulting from construction of these piers under General
Permit Number 198200030.
EcoScience Corporation
Mr. Larry D. Coble
March 15, 2000
Page 3
Please call me if you have any questions about this information. Thank you for your assistance with
this project.
Yours truly,
ECOSCIENCE CORPORATION
Sandy Smith
Senior Project Manager
Attachments
Cc: Ms. Sandra Steed, Waterfront Properties, Inc.
Mr. John Dorney, DWQ-Raleigh Office
NCDENR
JAMES B. HUNT JR
GOVERNOR
BILL HOLMAN
SECRETARY
KERR T. STEVENS
DIRECTOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
WINSTON-SALEM REGIONAL OFFICE
February 28, 2000
Certified Mail Z 333 044 980
Return Receipt Requested
Ms. Sandra R. Steed
KEJ Marketing Inc./Waterfront Properties
26431 Highway 8
Denton, NC 27239
SUBJECT: Request for Additional Information
Stoney Point Harbor
DWQ Project # 00 0094
The Springs at High Rock
DWQ Project # 00 0084
Davidson County
Dear Ms Steed:
The Division of Water Quality has reviewed your plans for the discharge of fill
material into surface waters in Davidson County for the purpose of residential
development. Insufficient evidence is present in our files to conclude that your project
must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H
.0506. Therefore, unless modifications of the proposal are made as described below,
we will have to move toward denial of your 401 Certification as required by 15A
NCAC 2H .0507(e) and will place this project on hold as incomplete until we :e::eive
this additional information. We are requesting (by copy of this letter) that the U. S.
Army Corps of Engineers place your project on administrative hold.
(1) Please provide us with information supporting your position that states your project
must be constructed as planned and that you have no practicable alternative to placing
fill in these waters and/or wetlands. Documentation such as maps, narratives,
economic analyses, that you can supply to address alternative designs for your project
may be helpful in our review of your 401 Certification request.
(2) Site visits to both The Springs at High Rock and Stoney Point Harbor on February 22,
2000 confirmed that the impacts have already occurred. At several of the road
crossings, small sediment basins have been installed within the channel. If these are
to be permanent structures for stormwater management, please submit plans,
specifications, and linear footage of impact for DWQ approval. If these basins are to
be removed, please forward your plans to restore the channels to pre-construction
conditions. It is strongly recommended that any reconstruction occur during low flow
conditions and bio-engineering is utilized for bank stabilization. If rock armoring is
installed, this length will count toward your total linear footage of impact.
11Z T
I,I ?NLFfLA
2 0 • 0
565 WAUONTOWN STREET. WINSTON-SALEM,
336-77114600 NORTH
336.771-4630
PAPER
AN EOUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER
KEJ Marketing, Inc.
Page 2
(3) During the site visits, it appeared that the impacts at several of the road crossings
exceeded the linear footage for which you applied. Length of stream impact includes
any hard armoring (rip=rap) used for bank stabilization above and below the culverts.
Please submit the exact length of impact for each road crossing. Keep in mind if the
length of impact for any one of these channels exceeds 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H .0506(h). If you wish to
remove any excess rip-rap and decrease the length of impact, please submit your
plans for restoration of these channels. As stated above, restoration activities should
occur at such times and in a manner as to minimize excessive sediment loading to the
channels.
(4) At The Springs at High Rock location, one of the road crossings was not included
with your application. Please submit the length of impact for this crossing.
(5) If future impacts are anticipated for either site, please include these impacts with your
application.
r ..,.se respond within three weeks of the date of this letter by sending one copy of
this information to me and one copy to John R. Dorney, 4401 Reedy Creek Road,
Raleigh, NC 27607. If we do not hear from you in three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as
withdrawn. If you have any questions regarding this matter, please contact Mrs.
Jennifer Frye or myself at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Mr. Sandy Smith, EcoScience, 612 Wade Ave., Suite 200, Raleigh, NC 27605
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
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Figure: 1
Environmental Location Map
` Services, Inc. The Springs at High Rock Lake Project: ER97013
Davidson County, North Carolina
e Date: May 1997
s
A
Or
Q
Staff Recommendation
l
Project: The Springs at High Rock
Date: 23 May, 2000
County: Davidson
Region: Winston-Salem
DWQ#: 000084
401 Status: On Hold
Notes: This project is for 12 road crossings of small, "intermittent" streams to a
residential development near High Rock Lake. Jennifer has looked at this project
(staff report attached) and thought that the streams were intermittent. The
applicant, KEJ Marketing/Waterfront Properties, had culverted and rip-rapped
these streams and had installed sedimentation ponds within the channels. Their
consultants (EcoScience) have applied for a 401 (although I couldn't find the file)
and have restored the streams by pulling out the rip-rap and other boulders that
they put in the stream and also removed the sedimentation basins. They also have
recontoured and revegetated the stream banks to approximately pre-project
contours. Jennifer recommended that we grant the 401.
My concerns are that the streams are small perennial systems, not intermittent and
that they have reduced the impacts to less than 150 feet to avoid mitigation. The
topo map they provided suggests that there may be gradient to the streams,
perhaps springs providing flow. Also, I'm not why there were not fines (after-
the-fact) associated with this project. I asked Todd to look at this as well. He was
not satisfied with the plans that EcoScience attached to their response letter. I
suggest that one of us do a site evaluation.
MEMORANDUM
TO: John Dorney Regional Contact: Jennifer Frye
Non-Discharge Branch WQ Supervisor: i arry ohle
Date: 5/22/2000
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name KEJ Marketing / Waterfront Properties: The
Project Number 00 0084
Recvd From APP
Received Date 2/2/00 Recvd By Region 2/10/2000
Project Type residential
County Davidson
County2
Region
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
26 BLHO Y O N F__12-(124.5) WS1v B CA 30,704. 0.30 1,592.00
_ [57Y _0N F-F-F_r_F_F_-F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y # N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y (0 N Recommendation: 0 Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 353717 Longitude (ddmmss) 801232
Comments:
ON HOI n I titter sent 2/28/00 by WSRO.
Final Response received on 5/17/00_
Impacts are for 12 road crossings. All are less than 150 LF each. They cross each channel only
oncen no cumulative impacts
The WSRO recommends that this WO Certification be issued.
cc: Regional Office
Central Officy? Page Number 1

'.-i 12 V_ j i o,
EcoScience
i
May 15, 2000 V
Ms. Jennifer S. Frye
N.C. Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Ii k,ik nth, NC 27605 Tcl
lone y19_828-3433 h,ix '.l'' ??.
Iff I 7 200
NDS !'??''. `
WATERQUALIA ,Q
+ V
?a y
Re: Results of Stream Restoration at The Springs at High Rock Residential 98-004.01
Development: DWQ Project # 00 084, COE Action ID 199921376,
Davidson County, NC
Dear Jennifer:
This correspondence is submitted in hopes of satisfying information requests made by the N.C.
Division of Water Quality (DWQ) in a letter from Mr. Larry Coble to Ms. Sandra Steed concerning
t?.. subiec: project dated February 28, 2000. EcoScience Corporation has previously submitted a
letter to Mr. Coble (dated March 15, 2000) providing a portion of the information requested by
DWQ. \
Jurisdictional areas were delineated at the subject site during the fall of 1997 and a set of survey plats
of the delineation, which indicates impacts, was approved by the U.S. Army Corps of Engineers
(COE) in the summer of 1998. During a site visit you and I conducted on February 22. 2000. we
determined that 1) additional impacts had occurred in many of the streams since the delineation and
survey were completed and 2) a delineated crossing had been inadvertently left off of the survey.
As a result of these findings and the DWQ February 28 letter, the land developer (KEJ / C d G„?
-UWm Marketing/Waterfront Properties) agreed to 1) reduce impacts below g, /7L 7
2) add the missing stream to the survey plat, and 3) accurately depict the current impacts due to 12 490
stream crossings on the survey plat. Please know that these tasks have been completed at this time.
Please find attached to this letter 12 figures on 11-inch by 17-inch paper labeled Sheet 1 of 12
through 12 of 12 and a table (Table 1) of pre-and post-restoration linear stream impacts. Sheets 1
of 12 and 2 of 12 depict development lot configuration and location of jurisdictional crossings within
the development. Streams are numbered 1 though 12 from east to west on these two sheets. The
remainder of the sheets (Sheets 3 of 12 through 12 of 12) depict plan views of the crossings.
Hatching and pink high-lighter indicate current stream impacts resulting from each crossing, and
blue high-lighter indicates reaches of stream recently restored.
EcoScience Corporation
Ms. Jennifer Frye
May 10, 2000
Page 2
Impacts resulting from construction of the 12 stream crossings include: 1) culvert and bed fill
immediately supporting road crossings, 2) stabilizing rip-rap in the vicinity of culvert inlets and
outlets, 3) sediment basins constructed within stream channels; and 4) boulders excavated during
construction. Restoration efforts involved removal of these various fill materials, returning the
stream banks and beds to approximately pre-project contours, and re-vegetating stream banks and
adjacent floodplains. Aback hoe,was used to remove boulders and sediments and dams associated
with sediment basins. Manual labor was used to remove rip-rap and install plantings. Plantings
include black willow (Salix nigra) stakes, clumps of wetland herbaceous vegetation such as soft rush
(Juncus effusus) on the lower portions of stream banks, and soft rush and Christmas fern
(Polystichuni acrostichoides) on floodplains adjacent to streams.
Stream restoration occurred between March 7 and March 17. Plants were installed between March
17 and the end of April. Several large rainfall events occurred after the plantings resulting in the loss
of plants in some high-energy areas. However, these plants were replaced, and by the beginning of
May the willow stakes had leafed out and the herbs appeared to be well established.
Following is a summary of efforts made at each stream crossing. Crossings are listed by number as
depicted in the attached 12 sheets. The attached Table 1 summarizes results of the restoration effort.
Stream #1 No changes were made to this crossing. The crossing impacts 110 linear feet of
stream.
Stream #2 Pre-restoration crossing impacts totaled 182 linear feet of stream. Downstream of
the crossing, a sediment basin was removed from 18 linear feet of stream and
boulders were removed from 9 linear feet of stream. Upstream of the crossing, rip-
rap was removed from 6 linear feet of stream. Posi-restoration crossing impacts total
149 linear feet of stream.
Stream #3 This stream was originally flagged as jurisdictional and approved by the COE, but
was inadvertently left off of the survey plat. The stream has now been included on
the survey (Sheet 12 of 12). The crossing impacts 120 linear feet of stream. No
restoration efforts occurred at this crossing.
Stream 44 Pre-restoration crossing impacts totaled 189 linear feet of stream. Downstream of
the crossing, a sediment basin was removed from 49 linear feet of stream. Post-
restoration crossing impacts total 140 linear feet of stream.
EcoScience Corporation
Ms. Jennifer Frye
May 10, 2000
Page 3
Stream #5 Pre-restoration crossing impacts totaled 183 linear feet of stream. Downstream of
the crossing, a sediment basin was removed from 41 linear feet of stream. Post-
restoration crossing impacts total 142 linear feet of stream.
Strean, Pre-restoration crossing impacts totaled 205 linear feet of stream. Downstream of
the crossing, a sediment basin was removed from 21 linear feet of stream. Upstream
of the crossing, boulders were removed from 18 linear feet of stream and rip-rap was
removed from 26 linear feet of stream. Post-restoration crossing impacts total 140
linear feet of stream.
Stream #7 This stream was flagged as jurisdictional and was included on the original survey plat
as such. However, the original plat failed to indicate impacts due to road
construction at this crossing. The stream origin is a spring located under the existing
road bed. The new survey plat has been modified to accurately depict 75 linear feet
of impacted stream due to this crossing.
Stream #8 Pre-restoration crossing impacts totaled 166 linear feet of stream. Downstream of
the crossing, gravel was removed from 26 linear feet of stream. Post-restoration
crossing impacts total 140 linear feet of stream.
Stream #9 No changes were made to this crossing. The crossing impacts 143 linear feet of
stream.
Stream #10 Pre-restoration crossing impacts totaled 214 linear feet of stream. Downstream of
the crossing, a sediment basin was removed from 63 linear feet of stream and
boulders were removed from 6 linear feet of stream. Post-restoration crossing
impacts total 145 linear feet of stream.
Stream #11 Pre-restoration crossing impacts totaled 156 linear feet of stream. Upstream of the
crossing, boulders were removed from 14 linear feet of stream. Post-restoration
crossing impacts total 142 linear feet of stream.
Stream #12 Pre-restoration crossing impacts totaled 186 linear feet of stream. Downstream of
the crossing, rip-rap was removed from 20 linear feet of stream. Upstream of the
crossing, rip-rap was removed from 20 linear feet of stream. Post-restoration
crossing impacts total 146 linear feet of stream.
EcoScience Corporation
Ms. Jennifer Frye
May 10, 2000
Page 4
As indicated in Table 1, project impacts include 12 stream crossings with a total of 1592 linear feet
of stream impacts. As part of the stream restoration effort for this project, 337 linear feet of stream
ch +ee-n-restored at eight crossings. Although current impacts total 1592 linear feet,
n single crossing impacts more than 150 linear feet. ,
As part of this restoration effort, the developer proposes to conduct a cursory survey of the restored
reaches during the spring of 2001. The DWQ will be notified in a summary letter of the findings of
this survey.
We believe that the information contained in this letter, in addition to that contained in our letter to
` DWQ dated March 15, 2000), should satisfy the requests stated in the DWO letter dated February
28, 2000. Please consider this letter to be a request to remove this project from administrative hold
and proceed with consideration for issuance of a Section 401 Water Quality Certification for the
described impacts.
Please call me if you have any questions concerning this information. Thank you for your assistance
with this project.
Yours truly,
ECOSCIENCE CORPORATION
(;4 S?-4
Sandy Smith
Senior Project Manager
Attachments
Cc: Ms. Sandra Steed, Waterfront Properties, Inc.
Mr. John Dorney, N.C. Division of Water Quality
Mr. John Thomas, U.S. Army Corps of Engineers
Table 1. Pre- and post-restoration linear impacts to intermittent streams at each of 12
crossings at The Springs at High Rock residential development in Davidson County,
NC. Stream crossing numbers refer to designated crossings in the attached Sheets
1 of 12 through 12 of 12. Linear distances are provided in feet.
Pre-Restoration Post-Restoration
Stream Crossing Impacts Impacts Restored Length
1 110 110 ------
2 182 L149 33
3 Not Mapped 120 ------
4 189 (140-,- 49
5 183 142) 41
6 205 140) 65
7 Not Mapped 75 ----

Adak
EcoScience
1;12 `"; ide Avenue Suite 200 kaleigh. NC 27605 Telephone [phone] Fax: [phone]
March 15, 2000
Mr. Larry D. Coble
N.C. Division of Water Quality
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
Re: Response to a Request for Additional Information Concerning
The Springs at High Rock: DWQ Project # 00 084 and
Stoney Point Harbor: DWQ Project # 00 094
Dear Mr. Coble:
98-004
Please find attached a copy of a letter from you to Ms. Sandra Steed of KEJ Marketing/Waterfront
Properties dated February 28, 2000. This correspondence is submitted as part of an effort to respond
to you within three weeks of the date of the aforementioned letter. Please know that KEJ
Marketing/Waterfront Properties is interested in pursuing this project and does not wish to have the
project withdrawn.
The N.C. Division of Water Quality (DWQ) has enumerated five points in the request for further
information. Responses to the information requests are included below.
s. A healthy economy, growing population
(1) Supporting Information for Stream Crossing 4), l?
along the nearby I-85 corridor, increased disposable income, and an apparently popular Agg fcj
desire and ability to purchase a second home or retirement home near a body of water and A
outside of the urban environment of a city are primary factors resulting in the development
of the subject property.
U? The Springs development property is a linear strip of land adjacent to the Yadkin, Inc. buffer
along at Swamp Creek arm of High Rock Lake (see attached Figure 1).
-1 ?(y
south shore of the Fl V
The main body of the development property is approximately 2.6 miles long and ranges from
550 to 700 feet in depth from the Yadkin buffer. An entrance road extends anothere b?
om NC ig way to t e mam o y o the development. The entrance road and
(jPVPlnnment are crossed by 11 intermittent streams that flow down the north face of High
Rock Mountain into High Rock Lake. Roadway access to the ?engtn or ine aeve?opmenL
cannot be established without crossing these streams. The access roadway has been
constructed on a fairly steep slope, so linear impacts to streams are necessarily longer than
i e roa was constructed on a level grade. With consideration to T e stream reconstruction
wor tat is currently underway, linear impacts resulting from stream crossings have been
minimized to the greatest extent practicable.
EcoScience Corporation
Mr. Larry D. Coble
March 15, 2000
Page 2
(2) Sediment Basins in Stream Channels. EcoScience Corporation has contacted Ms. Jennifer
Frye and discussed methods for restoration of stream channels. Subsequently, a plan has
been devised to remove sediment basins established in stream channels. Stream channels
will then be restored as close as practicable to pre-construction conditions. Stream banks
will be seeded with grass to provide for stabilization and supplemental plantings of wetland
and mesic herbs and shrubs. Since the region is currently experiencing low-flow conditions,
basin removal and stream restoration work is being carried out now. Following
reconstruction, the linear footage of impacts at crossings will be determined and forwarded
to DWQ.
(3) Length of Stream Impact Discrepancies. The stream boundaries were delineated and
surveyed at The Springs in 1997. Since that time, further fill impacts (sediment pond
construction and boulder placement) have occurred in some stream crossings that were not
recorded on the jurisdictional delineation plat. Sediment ponds and boulders are currently
being removed from several streams. Stream banks will then be stabilized initially through
grass seeding, with supplemental plantings of wetland and mesic herbs and shrubs. The
lip; _ r footage of impact resulting from each crossing will be determined and forwarded to
DWQ. It is the intention of the developer to impact less than 150 linear feet of stream at
each crossing.
(4) Missing Road Crossing. One delineated jurisdictional stream and a road crossing of the
stream were inadvertently not included on the jurisdictional delineation of The Springs
development. The delineation plat will be revised to include this crossing. Length of impact
will be determined and forwarded to DWQ.
(5) The only planned future impacts to jurisdictional areas at The Springs include the
construction of three group piers on the shoreline of High Rock Lake. On December 17,
1999, DWQ issued an approval of 401 Water Quality Certification (DWQ# 99-1030) to
allow coverage of fill resulting from construction of these piers under Nationwide Permit
Number 18.
The only planned future impacts to jurisdictional areas at Stoney Point Harbor include the
construction of a residential pier and boat ramp on the shoreline of High Rock Lake. On
October 24, 1999, DWQ issued an approval of 401 Water Quality Certification (DWQ #
991049) to allow coverage of fill resulting from construction of these piers under General
Permit Number 198200030.
r
EcoScience Corporation
Mr. Larry D. Coble
March 15, 2000
Page 3
Please call me if you have any questions about this information. Thank you for your assistance with
this project.
Yours truly,
ECOSCIENCE CORPORATION
Sandy Smith
Senior Project Manager
Attachments
Cc: Ms. Sandra Steed, Waterfront Properties, Inc.
Mr. John Dorney, DWQ-Raleigh Office

e?A
NCDENR
JAMES B. HUNT JR
GOVERNOR
BILL HOLMAN
SECRETARY
KERR T. STEVENS
DIRECTOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
WINSTON-SALEM REGIONAL OFFICE
February 28, 2000
Certified Mail Z 333 044 980
Return Receipt Requested
Ms. Sandra R. Steed
KEJ Marketing Inc./Waterfront Properties
26431 Highway 8
Denton, NC 27239
SUBJECT: Request for Additional Information
Stoney Point Harbor
DWQ Project # 00 0094
The Springs at High Rock
DWQ Project # 00 0084
Davidson County
Dear Ms Steed:
The Division of Water Quality has reviewed your plans for the discharge of fill
material into surface waters in Davidson County for the purpose of residential
development. Insufficient evidence is present in our files to conclude that your project
must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H
.0506. Therefore, unless modifications of the proposal are made as described below,
we will have to move toward denial of your 401 Certification as required by 15A
NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive
this additional information. We are requesting (by copy o this etter) that the U. S.
Army Corps of Engineers place your project on administrative hold.
(1) Please provide us with information supporting your position that states your project
must be constructed as planned and that you have no practicable alternative to placing
fill in these waters and/or wetlands. Documentation such as maps, narratives,
ec tc analyses, that you can supply to address alternative designs for your project
may be helpful in our review of your 401 Certification request.
(2) Site visits to both The Springs at High Rock and Stoney Point Harbor on February 22,
2000 confirmed that the impacts have already occurred. At several of the road
crossings, small sediment basins have been installed within the channel. If these are
be permanent structures for stormwater management, please submit plans,
specifications, footage of impact W approval. If these basins are to
be removed, please forward your plans to restore the channels to pre-construction
conditions. It is strongly recommended that any reconstruction occur during low flow
conditions and bio-engineering is utilized for bank stabilization. If rock armoring is
installed this lenzth will count toward your total linear footage of impact.
565 WAUGHTOWN STREET, WINSTON-SALEM, NORTH CAROLINA 27107
PHONE [phone] FAX X76-771-4630
50% RECYCLED/10% POST-CONSUMER PAPER
, , V.
KEJ Marketing, Inc.
Page 2
(3) During the site visits, it appeared that the impacts at several of the road crossings
exceeded the linear footage for which you applied. Length of stream impact includes
any hard armoring (rip-rap) used for bank stabilization above and below the culverts.
Please submit the exact length of impact for each road crossing. Keep in mind if the
g o impact or any one o s excee s 150 inear feet, compensatory
mitigation may be required as described in 15A NCAC 2H.0506(h). If you wish to
remove any excess rip-rap and decrease the length of impact, please submit your
plans for restoration of these channels. As stated above, restoration activities should
occur at such times and in a manner as to minimize excessive sediment loading to the
channels.
(4) At The Springs at High Rock location, one of the road crossings was not included
with your application. Please submit the length of impact or this crossing.
(5) If future impacts are anticipated for either site, please include these impacts with your
application.
Please respond within three weeks of the date of this letter by sending one copy of
this information to me and one copy to John R. Dorney, 4401 Reedy Creek Road,
Raleigh, NC 27607. If we do not hear from you in three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as
withdrawn. If you have any questions regarding this matter, please contact Mrs.
Jennifer Frye or myself at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Mr. Sandy Smith, EcoScience, 612 Wade Ave., Suite'200, Raleigh, NC 27605
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
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Location Map Figure: 1
Environmental The Springs at High Rock Lake Project: ER97013
Services, Inc. Davidson County, North Carolina
Date: May 1997
s
W A r, '
?
R Michael F. Easley, Governor
Willi
G
-
pG am
. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
fq rP Alan W. Klimek, P.E., Director
j -i Division of Water Quality
o -c
February 11, 2003
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Ms. Sandra Steed
KEI Marketing
Waterfront Properties
26431 Highway 8
Denton, NC 27239
Dear Ms. Steed:
Re: Compliance visit
401 Water Quality Certification
Springs at High Rock development
Davidson County
DWQ# 00-0084
On January 13, 2003 staff of the Division of Water Quality (John Dorney and Todd St. John) visited the
Springs at High Rock development to determine compliance with the 401 Water Quality Certification issued to
you on May 30, 2000. Please address the following issue:
The road crossing at Crossing #2 in the Stoney Point Harbor subdivision appears to be greater than
150 linear feet of channel (including the riprap installed in the above and below the road crossing).
Please provide information on the exact length of this crossing. If the length of the pip and rip rap
exceeds 150 linear feet, then compensatory stream mitigation will be required by DWQ.
Other approved stream and wetland impacts appear to have been properly installed. If the above issue is
adequately addressed, then this project will be in compliance with the 401 Water Quality Certification. I can be
reached at 919-733-9646.
Program
JRD/bs
cc: Steve Mauney, Winston-Salem DWQ Regional Office
Sandy Smith, Ecoscience, Ltd.
Central Files
File Copy

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Ms. Sandra Steed
KEI Marketing
A I Iffl?WAA
A MOM
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 30, 2000
Davidson County
DWQ Project # 000084
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Waterfront Properties
26431 Highway 8
Denton, NC 27239
Dear Ms. Steed:
You have our approval. in accordance with the attached conditions and those listed below, to place fill material in 0.30 acres of
wetlands and 1,592 linear feet of streams for the purpose of constructing road crossings for the Springs at High Rock as described in
your application dated January 21. 2000. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 3108. This certification allows you to use Nationwide Permit Number 26 when the Corps of Engineers
issues it. 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 Water shed 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 the property is sold, the new owner
must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. 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.
I. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and streams to notify the state in
order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the
date of this 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 919-733-9646.
PISt ye'
Attachment
cc: Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Sandy Smith; EcoScience
File copy
Central Files
Division of Water Quality - Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer -
50% recycled/10% post consumer paper
H12 Mule Avenue Suite 200 Raleigh, NC 27605 Telephone: [phone] Fax: 91 ??.828.3518
EcoScience
January 21, 2000
TL IL
Mr. John Dorney
N.C. Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Re: Section 401 Water Quality Certification for Impacts Associated with 98-00
The Springs at High Rock Residential Development Adjacent to High PAYMT
Rock Lake, Davidson County, NC RECEIVED
Dear John:
Please find attached to this letter seven (7) copies of a Department of the Army Nationwide Permit
notification packet (NWP #26) and cover letter addressed to Mr. John Thomas of the U.S. Army Corps of
Engineers (COE) Raleigh field office. The purpose of this letter is to request a Section 401 water quality
certification for impacts at a residential development referred to as The Springs at High Rock on High Rock
Lake in Davidson County, NC.
Impacts to jurisdictional areas have occurred through the installation of culverts and fill at 10 access road
crossings of intermittent streams. Stream crossings impact 110, 94, 130, 89, 133, 116, 114, 98, 126, and 148
linear feet, respectively, for a total of 0.30 acre. The crossings are considered to be separate and complete
projects as no stream is crossed more than once. Eight of the crossings were constructed prior to February
11, 1997, while two were constructed later in 1997. On February 11, 1997, the COE enacted a 500 linear
feet of linear water bodies limitation for the use of NWP #26. The two crossings constructed after February
1997 include 126 linear feet of intermittent stream and 148 linear feet of intermittent stream for a total
impact of 274 linear feet of stream.
It is assumed that this action will be considered by the N.C. Division of Water Quality (DWQ) to require a
"Major Water Quality Certification", and as such, requires a fee payment of $475.00. Please find attached
to this letter a check made payable to the DWQ in the amount of $475.00.
Please find the following items attached to this letter:
• A check made payable to the DWQ for $475.00
• A copy of a cover letter to the COE
0 A copy of a completed Pre-Construction Notification (PCN) form
• Figure 1, project area vicinity
• Sheets 1 of 11 and 2 of 11, lot configuration and jurisdictional area locations
• Sheets 3 of 11 through 11 of 11, approved jurisdictional area delineation and crossing impacts
• Table 1, impacts at jurisdictional area crossings
• Figure 2, typical cross-section of an impacted stream crossing
0 Exhibit A, documentation of timing of crossing construction
EcoScience Corporation
Mr. John Dorney
January 20, 2000
Page 2
The approximately 186-acre The Springs at High Rock residential development is situated adjacent to the
south shore of the Flat Swamp Creek arm of High Rock Lake in Davidson County, NC. The development
property fronts approximately 2.4 miles of lake shoreline west of the N.C. Highway 8 crossing of Flat
Swamp Creek (Figure 1).
The development area was delineated in September 1997. Approximate locations of jurisdictional areas are
depicted by Sheets 1 of 11 and 2 of 11. Delineated streams are identified by capital letters ("A" through
"R"). The signed survey plats of delineated streams are provided on Sheets 3 of 11 through 11 of 11 (see
attached). For identification purposes, the jurisdictional crossings numbered 1 through 10, from east to west.
Detailed surveys of the 10 stream crossings are depicted by Sheets 3 of 11 through 11 of 11. Crossing
impacts are summarized in Table 1.
A cross-section indicating typical construction of each stream crossing is provided in Figure 2. The primary
factor determining linear distance of stream impacts at each crossing is the original ground slope. Stream
flows pass under each crossing through a reinforced concrete pipe. The entrance and exit of each pipe is
established at grade in the original stream channel. Sediment and erosion control measures utilized comply
with guidelines provided in Erosion and Sediment Control Planning and Design Manual (NCDEHNR 1993).
The property is under development by a Charlotte-based company called KEJ Marketing, Inc. My contact
with KEJ Marketing is Ms. Sandra R. Steed, who works for a subsidiary of KEJ Marketing called Waterfront
Properties. The permittee should be designated KEJ Marketing, Inc./Waterfront Properties and the contact
address and phone are as follows:
KEJ Marketing, Inc./Waterfront Properties
26431 Highway 8
Denton, NC 27239
Phone: [phone]
Fax: [phone]
Contact: Ms. Sandra R. Steed
Please call me if you have any questions or need further information. Thank you for your assistance with
this project.
Yours truly,
ECOSCIENCE CORPORATION
54 3?4
Sandy Smith
Senior Project Manager
Attachments
Cc: Ms. Sandra Steed, Waterfront Properties, Inc.
w
612 Wade Avenue Suite 200 Raleigh, NC 27605 Telephone: [phone] Fax: [phone]
EcoScience
January 21, 2000 ryc'

Mr. John Thomas
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Section 404 Permitting for Impacts Associated with Stream , 98-004
Crossings at The Springs at High Rock Residential Development
Adjacent to High Rock Lake, Davidson County, NC
Dear John:
The purpose of this letter is to notify you about Section 404 jurisdictional impacts at a residential
development referred to as The Springs at High Rock in Davidson County, NC. It is my
understanding that, due to the type and amount of jurisdictional areas involved, and the timing of
impacts, these impacts are eligible for permitting under Nationwide Permit (NWP) #26. And since
the project is causing the loss of less than 0.33 acre of jurisdictional areas and stream impacts since
February 1997 are less than 500 linear feet, no formal notification to the Corps of Engineers (COE)
is necessary. This information is being provided as a courtesy to keep the COE informed as to the
status of jurisdictional areas in regard to this project.
Impacts to j urisdictional areas have occurred through the installation of culverts and fill at 10 access
road crossings, for a total of 0.30 acre (1158 linear feet) of impact. On Wednesday, October 15,
1997, you, Jerry McCrain, and I conducted a field inspection of the jurisdictional area delineation
within the development and associated access road. Eight of the crossings were constructed prior
to February 11, 1997, while two were constructed later in 1997. On February 11, 1997, the COE
enacted a 500 linear feet of linear water bodies limitation for the use of NWP #26. The two
crossings constructed after February 1997 include 126 linear feet of intermittent stream and 148
linear feet of intermittent stream for a total impact of 274 linear feet of stream.
Please find the following items attached to this letter:
• Figure 1, of the project area vicinity
• A completed Pre-Construction Notification for NWP #26
0 Sheets 1 of 11 and 2 of 11, lot configuration and jurisdictional area locations
• Sheets 3 of 11 through 11 of 11, approved jurisdictional area delineation
• Table 1, impacts at jurisdictional area crossings
• Figure 2, a typical cross-section of an impacted stream crossing
0 Exhibit A, documentation of timing of crossing construction

EcoScience Corporation
Mr. John Thomas
January 21, 1999
Page 2
The approximately 186-acre The Springs at High Rock residential development is situated adjacent
to the south shore of the Flat Swamp Creek arm of High Rock Lake in Davidson County, NC. The
development property fronts approximately 2.4 miles of lake shoreline west of the N.C. Highway
8 crossing of Flat Swamp Creek (Figure 1).
The development area was delineated in September 1997. Approximate locations of jurisdictional
areas are depicted by Sheets 1 of 11 and 2 of 11. Delineated streams are identified by capital letters
("A" through "R"). The signed survey plats of delineated streams are provided as Sheets 3 of 11
through 11 of 11 (see attached). For identification purposes, the jurisdictional crossings are
numbered Crossing 1 through 10, from east to west. Detailed surveys of the streams and locations
of crossings are depicted on Sheets 3 of 11 through 11 of 11. Crossing impacts are summarized in
Table 1.
A cross-section indicating typical construction features of a stream crossing is provided in Figure
2. The primary factor determining linear distance of stream impacts at each crossing is the original
ground slope. Stream flows pass under each crossing through a reinforced concrete pipe. The
entrance and exit of each pipe is established at grade in the original stream channel. Sediment and
erosion control measures utilized comply with guidelines provided in Erosion and Sediment Control
Planning and Design Manual (NCDEHNR 1993).
The property is under development by a Charlotte-based company called KEJ Marketing, Inc. My
contact with KEJ Marketing is Ms. Sandra R. Steed, who works for a subsidiary of KEJ Marketing
called Waterfront Properties. The permittee should be designated KEJ Marketing, Inc./Waterfront
Properties and the contact address and phone are as follows:
KEJ Marketing, Inc./Waterfront Properties
26431 Highway 8
Denton, NC 27239
Phone: [phone]
Fax: [phone]
Contact: Ms. Sandra R. Steed
Exhibit A includes information accounting for the timing of construction of stream crossings. Mr.
Randolph Allen has been the site construction manager for KEJ Marketing, Inc./Waterfront
Properties. He has provided a letter indicating general construction dates concerning the crossings
with respect to February 11, 1997, when the COE enacted a 500 linear feet of linear water bodies
limitation for the use of NWP 426. Attached to Mr. Allen's letter are copies of county record plats
of development indicating dates of crossing construction. Crossings 1 through 8 were constructed
during 1995 and 1996, and Crossings 9 and 10 were constructed in late 1997.
EcoScience Corporation
Mr. John Thomas
January 21, 1999
Page 3
Please call me if you have any questions or need further information. Thank you for your assistance
with this project.
Yours truly,
ECOSCIENCE CORPORATION
Sandy Smith
Senior Project Manager
Attachments
Cc: Ms. Sandra Steed, Waterfront Properties, Inc.
Mr. John Dorney, N.C. Division of Water Quality
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Figure: 1
Environmental Location Map
Services, Inc. The Springs at High Rock Lake Project: ER97013
Davidson County, North Carolina
Date: May 1997
s
W
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): NWP #26
PRE-CONSTRUCTION NOTIFICATION APPLICATIQN4% 'F
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGOMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF WATER QUALITY (SEE AGENCY
ADDRESSES SHEET). PLEASE PRINT
1. OWNERS NAME: KEJ Marketing Inc. / Waterfront Properties
2. MAILING ADDRESS: 26431 Highway 8
SUBDIVISION NAME: The Springs at High Rock
CITY: Denton STATE: North Carolina ZIP CODE: 27239
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): South shore of the Flat Swamp Creek arm of High Rock Lake
in Davidson County, west of the N.C. Highway 8 crossing of Flat Swamp Creek
3. TELEPHONE NUMBER (HOME):
WORK: 800-952-5379
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Ms. Sandra R. Steed, c% owner's name and address as listed above
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Davidson NEAREST TOWN OR CITY: Denton See
attached Figures 1, 2, and 3
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): The Springs is
located on the south shore of the Flat Swamp Creek arm of High Rock Lake, between the High
Rock Lake dam and the N.C. Highway 8 crossing of Flat Swamp Creek. The nearest access
6. IMPACTED OR NEAREST STREAM/RIVER: High Rock Lake
RIVER BASIN: Yadkin-Pee Dee
7a. IS THE PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES _ NO X
IF YES EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES NO X
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES X NO _ IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): Two applications presently in the works: NWP #36 for a boat ramp, NWP
# 18 for three group piers. See attached copy of Section 401 WO Certification for NWP # 18
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES - NO - IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES ON TRACT OF LAND: 186
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
7751 linear feet of streams, totaling 2,7 acres of iurisdictional area within The Springs
development property.
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.30 EXCAVATION:
FLOODING: OTHER:
DRAINAGE:
TOTAL ACRES TO BE IMPACTED: 0.03 (see attached text)
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 7751 linear feet FT AFTER: 6593 linear feet FT
WIDTH BEFORE (based on normal high water contours):
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 %2" X 11 " DRAWINGS ONLY):
See attached text
13. PURPOSE OF PROPOSED WORK: Provide automobile access to residential development
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT
IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS): _
See attached text
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS)
AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET)
REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING
ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA
THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: N/A
(ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: N/A
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES _ NO X (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT?
YES NO
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES _ NO
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO Ms. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone]
I 8. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITTY INVOLVES THE DISCHARGE OF EXCAVATED 'OR FILL MATERIAL INTO
WETLANDS:
?. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES,
AND PONDS ON THE PROPERTY IFOR NATIONWIDE PERMIT NUMBERS 14, 18, 21 ,219.29,
AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE
SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 60 FEET OR 1 INCH
EQUALS 100 FEET OF THEIR EQUIVALENT.
b. IF AVAILABLE. REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED
SY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION UNE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Forested land and open
water recrestien
f. IF APPLICABLE. WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
NIA -
g. SIGNED ANO DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL
MANAGEMENT IWATEA QUALITY) CERTIFICATION, AND
31 (IN THE rWENrY COASTAL COUNTIES ONLY). A LETTER FROM THE NORTH
CAROLINA VNISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS
CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
/az/fOWNER'S/AGENTS SIGNATURE DATfi?
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED I18G.))
Block 10.
Ten unnamed tributaries to High Rock Lake will be impacted by the proposed action:
construction of residential access road, Rocky Cove Lane (See attached Exhibit A). The
tributaries are all characterized by intermittent flow. No jurisdictional wetlands will be
impacted by this project. The area of fill has been limited to the minimum necessary for the
actual crossing. The ten crossings will result in a total fill of 1 158 linear feet (0.30 acre of
jurisdictional area), and no single crossing will impact more than 148 linear feet of stream.
Eight of the ten crossings were constructed prior to February 1997, when the COE established
a maximum of 500 linear feet of impact for Nationwide Permit #26. The two crossings
constructed since February 1997 include 126 linear feet and 148 linear feet of impacts,
respectively, for a total impact of 274 linear feet.
Block 12.
The proposed work in surface waters involves the construction of a culverted crossing at each
of ten unnamed tributaries to High Rock Lake using 24-inch reinforced concrete pipes. The
area around the pipes will be backfilled with soils from adjacent uplands, and the pipes will
have a minimum of 4 ft of cover. The road surface will consist of two 10-ft, asphalt, travel
lanes and an 8-ft grassed shoulder on each side. Final fill slopes have been stabilized by a
maintained grass cover. The crossings have been designed to prevent the restriction of, and
to withstand expected high flows, and to prevent the restriction of low flows and the
movement of aquatic organisms. Crossings conform to guidelines outlined in the North
Carolina Sediment Control Planning and Design Manual. Appropriate sediment and erosion
control practices have been implemented during construction. After construction, all sediment
and erosion control practices placed in wetlands or waters were removed and the natural grade
restored.
Block 13.
The proposed crossings will provide direct access to 104 lots within The Springs at High Rock
development area.
Block 14.
Property owners will have to cross these tributaries to reach their lots. The locations of the
stream crossings have been planned to avoid and minimize impacts to waters of the U.S.
Crossings avoid vegetated wetlands in the headwaters of these two tributaries and avoid steep
slope gradients in the lower reaches of these tributaries. Minimization of impacts has been
achieved through designing crossings perpendicular to the orientation of the tributaries. Fill
slopes were stabilized with vegetation immediately upon completion and out-of-stream
sediment basins were be employed to protect downstream water quality.
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
•
/ •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 17, 1999
Davidson County
DWQ Project # 991030
APPROVAL of 401 Water Quality Certification
KEJ Marketing Inc./Waterfront Properties
26431 Hizhwav 3
Denton. North Carolina 27239
Attn: Ms. Sandra Steed
Dear GIs. Steed:
You have our approval, in accordance with the attached conditions, to construct three group piers and a boat ramp
on the shoreline at High Rock Lake as you described in your application received by the Division of Water Quality on
September 20, 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3106. This Certification allows you to use Nationwide Permit Number 18 when the Corps of
Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your
project including kbut not litnited to) Sediment and Erosion Control, Coastal. Stormwater, Non-Discharge and Water
Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires
unless otherwise specified in the General Certification. This Certification replaces the one issued to you on September 30.
1999.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of
this Certification and approval letter and is thereby responsible for complying with all conditions. 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
'_H .0506(h). For this approval to be valid, you must follow the conditions listed in the attached certification. This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification.
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. 276 1 1-7447. 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 919-733-9646.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Mooresville DWQ Regional Office
Mr. John Domev
Central Files
Sandy Smith, EcoScience
Prffr . Stevens
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
Table 1. Lengths of intermittent streams delineated within the residential development and
impacted lengths and areas associated with 10 road crossings (two streams are not
impacted by crossings). Stream designations and crossing numbers are located and
identified on attached Sheets 1 of 11 through 11 of 11.
Stream Crossing Total Length Impacted Length Impacted Area
Designation Number (linear feet) (liner feet) (acres)
A 10 484 148 0.05
B 9 612 126 0.04
C 8 456 98 0.02
D 7 720 114 0.04
E 6 730 116 0.02
F ---- 1100 ---- ----
G 5 425 133 0.02
I 4 328 89 0.03
L 3 732 130 0.03
M 2 600 94 0.02
N ---- 1250 ----
R 1 320 110 0.03
Totals 7766 1158 0.30
INFUWTION FOR TYPICAL CROSS SECTION
TAKEN FROM CONSTRUCTION PLANS
SIZE OF RIP RAP INLET PROTECTION AND ENERGY
DISSIPATERS DETERMINED BY NCDENNR GUDELINES
TEMPORARY SEDIMENT TRAPS INSTALLED AT UPSTREAM
AND/Olt DOVNSTREAM END 6 PIPES AS DETERNOED BY
NCDENNt GUIDELINES
E

RIP RAP ENERGY
DISSIPATER
7.Y Re. 97-4837
Arx
R4 NM
CRAM= C. NEW% lu
& ASCOCIATE9. C.
L-4 Rw+?f1?t A.4 NeD
m uN?a tY?so
? 1„q m-ws Y`s Uih Aa-
TYPICAL CROSS SECTION
ROADWAY CROSSING OF THE WATERS OF THE U.S.
HERON DAY SUBDIVISION
ELDORADO TOWNSHIP. MONTGOMERY al)NTY, N.C.
DATE PREPAREDR MARCH 21, 1997
0 10 20 30 40
SCALE 1 1' a 10'
EXHIBIT A
DOCUMENTATION OF TIMING OF STREAM CROSSING CONSTRUCTION
Exhibit A
Mr. Randolph Allen has been the site construction manager for KEJ Marketing, Inc./Waterfront
Properties. He has provided a letter indicating general construction dates concerning the crossings
with respect to February 11, 1997, when the COE enacted a 500 linear feet of linear water bodies
limitation for the use of NWP #26. Attached to Mr. Allen's letter are copies of county record plats
of development indicating dates of crossing construction. Crossings 1 through 8 were constructed
during 1995 and 1996, and Crossings 9 and 10 were constructed in late 1997.
Included in Exhibit A are:
• A letter to EcoScience Corporation from KEJ Marketing, Inc. providing construction dates
of stream crossings within the development property
• Sheets 1 of 11 and 2 of 11 depicting locations of jurisdictional streams (indicated by letters)
and and road crossings of streams (indicated by numbers) within the development property
• County record plats documenting construction dates of Crossings 1 through 8. These maps
are designated Phase 1, Map 1 through Phase 1, Map 5 (five maps) and Phase 3, Map 1
through Phase 3, Map 4 (four maps).
• Copies of the aforementioned record plats are included as overlapping copies on 11-inch by
17-inch paper. The overlapping sheets are lettered A and B or A, B, and C and are organized
from left to right.
KEJ MARKETING CO., INC.
10800 SIKES PLACE SUITE 250
CHARLOTTE, NORTH CAROLINA 28277
December 29, 1999
Sandy Smith
EcoScience Corporation
612 Wade Avenue Suite 200
Raleigh, North Carolina
RE: Construction Dates of Storm Crossings at The Springs at High Rock
Dear Sandy,
Please find the following information concerning construction dates of stream crossings for the above-
mentioned project. As indicated on the attached mapping, the development contains 10 stream crossings.
The crossings are labeled 1 through 10 from east to west.
Impacts associated with construction of roads over streams at crossings 1 through 8 occurred during 1995
and 1996. The attached subdivision plats including these crossings received final approval and were
recorded prior to October 1996. Crossings 9 and 10 were constructed during 1997. At each crossing, the
stream is transported under the constructed road through a concrete reinforced pipe. Pipe diameters vary
among sites and range from 24 to 48 inches. Pipe lengths (linear distance of stream impacts at each
crossing) were determined by the pre-construction slope angle of the crossing vicinity.
Water quality impacts during construction were minimized through the implementation of best
management practices. Crossing construction complied with all requirements of the "North Carolina
Sedimentation Pollution Control Act of 1973." Areas adjacent to all of the crossings are currently
stabilized and supporting herbaceous vegetation.
Sincerely,
KEJ MARKETING CO., INC.
Randolph Allen
RA/mwt
MEMORANDUM
TO: John Dorney Regional Contact: Jennifer Frye
Non-Discharge Branch WQ Supervisor: I arry Coble
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name KEJ Marketing / Waterfront Properties: The
Project Number 00 0084
Recvd From APP
Received Date 2/2/00 Recvd By Region 2/10/2000
Project Type residential
County Davidson
County2
Region
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
26 BLH O Y O N ?- 12-(124.5) WSIV B cA 30,704. 0.30 1,592.00 ?- 1,592.0
I-F- P-7-0 N I-F_I-I-F_F I
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? Q Y (9 N
Recommendation: Q Issue 0 Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 353717 Longitude (ddmmss) 801232
Comments:
ON HOI n I Atter sent 2/28/00 by WSRO.
Final Response received on 5/17/00
Impacts are for 12 road crossings All are less than 150 LF each. They cross each channel only
L)nce; no cumulative impacts
The WSRO recommends that this WO C ertificatinn be
issuPCi

cc: Regional Office
Central Office Page Number 1
Facility Name KEJ Marketing / Waterfront Properties: The County Davidson
Project Number 00 0084 Regional Contact: Jennifer Frye
Date:
Comments (continued from page 1):
1
cc: Regional Office
Central Office Page Number 2
pet
Post-it* Fax Note 767
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March 20, 2000
Q Cert"led Mail 097 2 050
S 9. HU14T JR.
JAM
V9KNOR Retu Receivt R est
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Ms. Sandra R. Steed
KE7 Marketing Inc./Waterfront properties
ISILL MOLMAN
ETARY 26431 Highway 8
Sr.CR Denton, NC 27239
KsRR T. srsVCNs
Otx6CTOR Sj°JECT' ?WQ Prooint Harbor
00 0094
The Springs at F3<igh Rock
DWQ Project # 00 0084
Davidson County
%TH CAROLINA DEPARTMENT OF
ENT AND NATURAL. RESOURCES
DIVISION OIr WATER QUALITY
INSTON-SALEM REGIONAL OFFICE
Dear Ms Steed-
This letter is to acknowledge your response to our recent request for additional
information regarding the subject DWQ Projects. The Division appreciates your
for the in-channel sediment basins. Keep in
efforts in establishing a restoration plan
mind that your project applications will remain on hold until we receive the final
linear footage determinations. We are requesting (by copy of this letter) that the U. S.
Army Corps of Engineers continue to place your project on administrative hold.
If you have any questions regarding this matter, please contact Mrs. Jennifer
Frye or myself at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
Ave..uite 200, Raleigh, NC 27605
cc: Mr. Sandy Smith. EcoScience, 612 Wade
Engineers
Raleigh Field Office. US Army Corp
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
FIKST
S43 WAUSNroWN 9TR99T. WINSTON-l ALCM, NoRTM CAROLINA 271-07
t•MONi 2X.771-A6OO fAX Sit-771-41930
AN EQUAL O'VORTUNITYf I AFF!RMATIYL ACTION EMF60Yi-'R - So`K R"Y"Col"% "*-r-EONaUMQP rnFtt•.
y-
„.I,. t horn
LcoScience
March 15, 2000
l
Mr. Larry D. Coble
N.C. Division of Water Quality i 2V
Winston-Salem Regional Office
585 Waughtown Street ANDS GROUP
iTy sErTION
NVInston-Salem, North Carolina 27107
Re: Response to a Request for Additional Information Concerning
The Springs at High Rock: DWQ Project # 00 084 and
Stoney Point Harbor: DWQ Project # 00 094
Dear Mr. Coble:
98-004
1
Please find attached a copy of a letter from you to Ms. Sandra Steed of KEJ Marketing/Waterfront
Properties dated February 28, 2000. This correspondence is submitted as part of an effortlo respond
to you within three weeks of the date of the aforementioned letter. Please know that KEJ
Marketing/Waterfront Properties is interested in pursuing this project and does not wish to have the
project withdrawn.
The N.C. Division of Water Quality (DWQ) has enumerated five points in the request for further
information. Responses to the information requests are included below.
(1) Supporting Information for Stream Crossings. A healthy economy, growing population
along the nearby I-85 corridor, increased disposable income, and an apparently popular
desire and ability to purchase a second home or retirement home near a body of water and
outside of the urban environment of a city are primary factors resulting in the development
of the subject property.
The Springs development property is a linear strip of land adjacent to the Yadkin, Inc. buffer
along south shore of the Flat Swamp Creek arm of High Rock Lake (see attached Figure 1).
The main body of the development property is approximately 2.6 miles long and ranges from
550 to 700 feet in depth from the Yadkin buffer. An entrance road extends another 0.9 mile
from NC Highway 8 to the main body of the development. The entrance road and
development are crossed by 11 intermittent streams that flow down the north face of High
Rock Mountain into High Rock Lake. Roadway access to the length of the development
cannot be established without crossing these streams. The access roadway has been
constructed on a fairly steep slope, so linear impacts to streams are necessarily longer than
if the road was constructed on a level grade. With consideration to the stream reconstruction
work that is currently underway, linear impacts resulting from stream crossings have been
minimized to the greatest extent practicable.
EcoScience Corporation
Mr. Larrv D. Coble
March 15, 2000
Page 2
(2) Sediment Basins in Stream Channels. EcoScience Corporation has contacted Ms. Jennifer
Frye and discussed methods for restoration of stream channels. Subsequently, a plan has
been devised to remove sediment basins established in stream channels. Stream channels
will then be restored as close as practicable to pre-construction conditions. Stream banks
will be seeded with grass to provide for stabilization and supplemental plantings of wetland
and mesie herbs and shrubs. Since the region is currently experiencing low-flow conditions.
basin removal and stream restoration work is being carried out now. Following 3,
reconstruction, the linear footage of impacts at crossings will be determined and forwarded
to DWQ.
(3) Length of Stream Impact Discrepancies. The stream boundaries were delineated and
surveyed at The Springs in 1997. Since that time, further fill impacts (sediment pond
construction and boulder placement) have occurred in some stream crossings that were not
recorded on the jurisdictional delineation plat. Sediment ponds and boulders are currently
being removed from several streams. Stream banks will then be stabilized initially through
grass seeding, with supplemental plantings of wetland and mesic herbs and shrubs. The
linear footage of impact resulting from each crossing will be determined and forwarded to
DWQ. It is the intention of the developer to impact less than 150 linear feet of stream at
each crossing.
(4) Missing Road Crossing. One delineated jurisdictional stream and a road crossing of the
stream were inadvertently not included on the jurisdictional delineation of The Springs
development. The delineation plat will be revised to include this crossing. Length of impact
will be determined and forwarded to DWQ.
(5) The only planned future impacts to jurisdictional areas at The Springs include the
construction of three group piers on the shoreline of High Rock Lake. On December 17,
1999, DWQ issued an approval of 401 Water Quality Certification (DWQ# 99-1030) to
allow coverage of fill resulting from construction of these piers under Nationwide Permit
Number 18.
The only planned future impacts to jurisdictional areas at Stoney Point Harbor include the
construction of a residential pier and boat ramp on the shoreline of High Rock Lake. On
October 24, 1999, DWQ issued an approval of 401 Water Quality Certification (DWQ #
991049) to allow coverage of fill resulting from construction of these piers under General
Permit Number 198200030.
MAR i 1 2JG
-_ADS "OuU
ITY SECTIT.
EcoScience Corporation
Mr. Larry D. Coble
March 15, 2000
Page 3
Please call me if you have any questions about this information. Thank you for your assistance with
this project.
Yours truly,
ECOSCIENCE CORPORATION
Sandy Smith
Senior Project Manager
Attachments
Cc: Ms. Sandra Steed, Waterfront Properties, Inc.
Mr. John Dorney, DWQ-Raleigh Office
i,+,,(:?4 ? ? 2000

NCDENR
JAMES B. HUNT JR
GOVERNOR
BILL HOLMAN
SECRETARY
KERR T. STEVENS
DIRECTOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
WINSTON-SALEM REGIONAL OFFICE
February 28, 2000
Certified Mail Z 333 044 980
Return Receipt Requested
Ms. Sandra R. Steed
KEJ Marketing Inc./Waterfront Properties
26431 Highway 8
Denton, NC 27239
SUBJECT: Request for Additional Information
Stoney Point Harbor
DWQ Project # 00 0094
The Springs at High Rock
DWQ Project # 00 0084
Davidson County
Dear Ms Steed:
The Division of Water Quality has reviewed your plans for the discharge of fill
material into surface waters in Davidson County for the purpose of residential
development. Insufficient evidence is present in our files to conclude that your project
must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H
.0506. Therefore, unless modifications of the proposal are made as described below,
we will have to move toward denial of your 401 Certification as required by 15A
NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive
this additional information. We are requesting (by copy of this letter) that the U. S.
Army Corps of Engineers place your project on administrative hold.
(1) Please provide us with information supporting your position that states your project
must be constructed as planned and that you have no practicable alternative to placing
fill in these waters and/or wetlands. Documentation such as maps, narratives,
economic analyses, that you can supply to address alternative designs for your project
may be helpful in our review of your 401 Certification request.
(2) Site visits to both The Springs at High Rock and Stoney Point Harbor on February 22,
2000 confirmed that the impacts have already occurred. At several of the road
crossings, small sediment basins have been installed within the channel. If these are
to be permanent structures for stormwater management, please submit plans,
specifications, and linear footage of impact for DWQ approval. If these basins are to
be removed, please forward your plans to restore the channels to pre-construction
conditions. It is strongly recommended that any reconstruction occur during low flow
conditions and bio-engineering is utilized for bank stabilization. If rock armoring is
W ?OTC installed, this length will count toward your total linear footage of impact.
i ?
ANDS GROUP
°k ?-Ty SECTION
S05 WAUGHTOWN STREET, WINSTON-SALEM, NORTH CAROLINA 27107
PHONE [phone] FAX [phone]
KEJ Marketing, Inc.
Page 2
(3) During the site visits, it appeared that the impacts at several of the road crossings
exceeded the linear footage for which you applied. Length of stream impact includes
any hard armoring (rip=rap) used for bank stabilization above and below the culverts.
Please submit the exact length of impact for each road crossing. Keep in mind if the
length of impact for any one of these channels exceeds 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H .0506(h). If you wish to
remove any excess rip-rap and decrease the length of impact, please submit your
plans for restoration of these channels. As stated above, restoration activities should
occur at such times and in a manner as to minimize excessive sediment loading to the
channels.
(4) At The Springs at High Rock location, one of the road crossings was not included
with your application. Please submit the length of impact for this crossing.
(5) If future impacts are anticipated for either site, please include these impacts with your
application.
Please respond within three weeks of the date of this letter by sending one copy of
this information to me and one copy to John R. Dorney, 4401 Reedy Creek Road,
Raleigh, NC 27607. If we do not hear from you in three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as
withdrawn. If you have any questions regarding this matter, please contact Mrs.
Jennifer Frye or myself at [phone].
Sincerely,
D
Larry D. Coble
WQ Regional Supervisor
cc: Mr. Sandy Smith, EcoScience, 612 Wade Ave., Suite 200, Raleigh, NC 27605
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO

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GGJJ ?? ? r? ?. ? ? _ . ? - _ ,cP. ? nl r? , .? • 19' i ? ?• :o . ??.rS?? .ril
Figure: 1
Environmental Location Map
Services, Inc. The Springs at High Rock Lake Project: ER97013
e Davidson County, North Carolina
Date: May 1997
s
Yom. ,
NMENR
JAMES B. HUNT JR.
.GOVERNOR
BILL HOLMAN
SECRETARY
KERR 'T./ STEV ENS ?'
DIRECTOR .< - -
t .
r- _
x- NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
WINSTON-SALEM REGIONAL OFFICE
February 28, 2000
Certified Mail Z 333 044 980
Return Receipt Requested
Ms. Sandra R. Steed
KEJ Marketing Inc./Waterfront Properties
26431 Highway 8
Denton, NC 27239
SUBJECT: Request for Additional Information
Stoney Point Harbor
DWQ Project # 00 0094
The Springs at High Rock
DWQ Project # 00 0084
Davidson County
Dear Ms Steed:

The Division of Water Quality has reviewed your plans for the discharge of fill
material into surface waters in Davidson County for the purpose of residential
development. Insufficient evidence is present in our files to conclude that your project
must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H
.0506. Therefore, unless modifications of the proposal are made as described below,
we will have to move toward denial of your 401 Certification as required by 15A
NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive
this additional information. We are requesting (by copy of this letter) that the U. S.
Army Corps of Engineers place your project on administrative hold.
(1) Please provide us with information supporting your position that states your project
must be constructed as planned and that you have no practicable alternative to placing
fill in these waters and/or wetlands. Documentation such as maps, narratives,
economic analyses, that you can supply to address alternative designs for your project
may be helpful in our review of your 401 Certification request.
(2) Site visits to both The Springs at High Rock and Stoney Point Harbor on February 22,
2000 confirmed that the impacts have already occurred. At several of the road
crossings, small sediment basins have been installed within the channel. If these are
to be permanent structures for stormwater management, please submit plans,
specifications, and linear footage of impact for DWQ approval. If these basins are to
be removed, please forward your plans to restore the channels to pre-construction
conditions. It is strongly recommended that any reconstruction occur during low flow
conditions and bio-engineenng is utilized for bank stabilization. If rock armoring is
installed, this length will count toward your total linear footage of impact.
Fllzs7'
2 0 1. 0
565 WAUGHTOWN STREET, WINSTON-SALEM, NORTH CAROLINA 27107
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
a Ir Lc

KEJ Marketing, Inc.
Paee 2
(3) During the site visits, it appeared that the impacts at several of the road crossings
exceeded the linear footage for which you applied. Length of stream impact includes
any hard armoring (rip-rap) used for bank stabilization above and below the culverts.
Please submit the exact length of impact for each road crossing. Keep in mind if the
length of impact for any one of these channels exceeds 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H.0506(h). If you wish to
remove any excess rip-rap and decrease the length of impact, please submit your
plans for restoration of these channels. As stated above, restoration activities should
occur at such times and in a manner as to minimize excessive sediment loading to the
channels.
(4) At The Springs at High Rock location, one of the road crossings was not included
with your application. Please submit the length of impact for this crossing.
(5) If future impacts are anticipated for either site, please include these impacts with your
application.
Please respond within three weeks of the date of this letter by sending one copy of
this information to me and one copy to John R. Dorney, 4401 Reedy Creek Road,
Raleigh, NC 27607. If we do not hear from you in three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as
withdrawn. If you have any questions regarding this matter, please contact Mrs.
Jennifer Frye or myself at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc:
Mr. Sandy Smith, EcoScience, 612 Wade Ave., Suite 200, Raleigh, NC 27605
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
^ ands/40rUniL Central Office J
Central Files D
WSRO
I
m
I!
d V ?
3 2000

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
,)c?S
Regional Contact: Jennifer Frye
WQ Supervisor: I arry Coble
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name KEJ Marketing / Waterfront Properties: The
Project Number 00 0084
Recvd From APP
Received Date 2/2/00 Recvd By Region 2/10/2000
Project Type residential
Certificates
Permit Wetland
Type Type
F26 BLH
Mitigation
MitigationType
County Davidson
County2
Region
Stream
Wetland Wetland Stream Class Acres Feet
Impact Score Index Prim. Supp. Basin Req. Req.
1 Y _0N F_ 12-(124.5) wsiv B CA 30,704. 0.30 274.00
FY _0N F F-F-[--F-F-
Wetland
Type Acres Feet
Stream Impacts (ft.)
F_ F_
?I I
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 353717 Longitude (ddmmss) 801232
Comments:
ON HOLD Letter sent 2/28/00 by WSRO
cc: Regional Office
Central Office Page Number 1
Facility Name KEJ Marketing / Waterfront Properties: The County Davidson
Project Number 00 0084 Regional Contact: Jennifer Frye
Date:
Comments (continued from page 1):
cc: Regional Office Page Number 2
Central Office

February 28, 2000
Certified Mail Z 333 044 980
Return Receipt Requested
Ms. Sandra R. Steed
KEJ Marketing Inc./Waterfront Properties
26431 Highway 8
Denton, NC 27239
SUBJECT: Request for Additional Information
Stoney Point Harbor
DWQ Project # 00 0094
The Springs at High Rock
DWQ Project # 00 0084
Davidson County
Dear Ms Steed:
The Division of Water Quality has reviewed your plans for the discharge of fill
material into surface waters in Davidson County for the purpose of residential
development. Insufficient evidence is present in our files to conclude that your project
must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H
.0506. Therefore, unless modifications of the proposal are made as described below,
we will have to move toward denial of your 401 Certification as required by 15A
NCAC 2H.0507(e) and will place this project on hold as incomplete until we receive
this additional information. We are requesting (by copy of this letter) that the U. S.
Army Corps of Engineers place your project on administrative hold.
(1) Please provide us with information supporting your position that states your project
must be constructed as planned and that you have no practicable alternative to placing
fill in these waters and/or wetlands. Documentation such as maps, narratives,
economic analyses, that you can supply to address alternative designs for your project
may be helpful in our review of your 401 Certification request.
(2) Site visits to both The Springs at High Rock and Stoney Point Harbor on February 22,
2000 confirmed that the impacts have already occurred. At several of the road
crossings, small sediment basins have been installed within the channel. If these are
to be permanent structures for stormwater management, please submit plans,
specifications, and linear footage of impact for DWQ approval. If these basins are to
be removed, please forward your plans to restore the channels to pre-construction
conditions. It is strongly recommended that any reconstruction occur during low flow
conditions and bio-engineering is utilized for bank stabilization. If rock armoring is
installed, this length will count toward your total linear footage of impact.

KEJ Marketing, Inc.
Page 2
(3) During the site visits, it appeared that the impacts at several of the road crossings
exceeded the linear footage for which you applied. Length of stream impact includes
any hard armoring (rip-rap) used for bank stabilization above and below the culverts.
Please submit the exact length of impact for each road crossing. Keep in mind if the
length of impact for any one of these channels exceeds 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H.0506(h). If you wish to
remove any excess rip-rap and decrease the length of impact, please submit your
plans for restoration of these channels. As stated above, restoration activities should
occur at such times and in a manner as to minimize excessive sediment loading to the
channels.
(4) At The Springs at High Rock location, one of the road crossings was not included
with your application. Please submit the length of impact for this crossing.
(5) If future impacts are anticipated for either site, please include these impacts with your
application.
Please respond within three weeks of the date of this letter by sending one copy of
this information to me and one copy to John R. Dorney, 4401 Reedy Creek Road,
Raleigh, NC 27607. If we do not hear from you in three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as
withdrawn. If you have any questions regarding this matter, please contact Mrs.
Jennifer Frye or myself at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Mr. Sandy Smith, EcoScience, 612 Wade Ave., Suite 200, Raleigh, NC 27605
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
UNITED STATES POSTAL SERV First-Q Affil
.,
Postage & Fees Paid
USPs
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
is=.l:il:{, {tis-IL 1:hMildiddJIL,i-il ohLji?,: li:i
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to: -ID L - ? -:k C C - GC 4'
c"c ?,(?3C rl LCam- )4 I
Ms. Sandra Steed, KEI Marketing
Waterfront Properties
26431 Highway 8
Denton, NC 27239
DWQ# 00-0084
A. Signature
X ?'
B. Received by (Printed Name)
? Agent
? Addressee
C. Date of Delivery
1 13• j
D. Is delivery address different from Rem 1? ? Yes
R YES, enter delivery address below: ? No
3. Service Type
0-6rtified Mail ? Express Mail
? Registered Ef'Retum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7002 2410 0003 0275 0614
(Transfer from service labs
?'S Form 3811, August 2001 Domestic Return Receipt 2ACPRI4)3-Z-09E
.f'~ ~ ~
' A~nlcker, e°rtlly that tnis plat was drawn undor my saoeruislon / ,~5 ~ a R°aa
fr n „rxey made ender my- supervlslvh (deed dascrlptton recardeJ ;p uEPJ)Fr~41;4 CF AP{''17CVAL FOR RECORr7LNC ,J L/~'~~ z./~~J 5 ~ 93.28.' t~, ~ 'rpor9ate t~~
' ~ :d= L~+CtL.l~; that for Doawaries rot surveyed err~ r=le~arly mn trar rMarmatron found In Vlat Baok~'t_^ VogcAl~S_~tT .na! trte r tcrehy erhfy fha! the subdlvtstan plat shaven hrre~r 5a he foand tr complywlth tAe ' > _ L,,~: 7.27' _ a o~~ Na e7 ~D ~ in ~
r r+ --n os n caivclvteo h ~ ?O,OC67 that this plat was prepared Subdlsrs(ac Regutabon+ for Davldson County, Narth Eorallna, Ora the; such pfoth4s bEEn t ~ ~ tra with .^-.5. 47 36 as vnondsd. Witness my original slgnaturs, ~protieC oy vhc Planning Boardi6avrd of Caunty Cornroiesiarars for racardtng !n fhe otllce a `a o lot 62-A N` .v o4
re rs u•rno nambgr, and sear tnis ~ ~ r Q of fha Re inter of Derds of Davldson Caunty. ~a~ 9 -((aE._ dvy of„~,..3+ ,.Dri~u3.. , A.P., ~`54Q 9 C~~ ~1~ ~Ci ~ !ot 60-A ~ f,~'8754 SF' ' ~ P f Fledltn SprlnpsDr)ve iw ~ . , 8722 SF ~ aS ~ ~ ~4 ~ _r
1; rw+ , . 4fhrcker, Raglstered Cnnd Surveyor L 9497, cernfy that rnh plu' (y/ Rr ,r ? f _ }~ackY
;r~r t r `f"~~" 1S1 y 'v r -"c..-.. r- ' y ha creates a subdlvislon of Lana within the area of o county ,r _ f_.._._.. _ mot rca,.y rUu7 rqs en ordinance that rEgufat°s parcels of land. Date Clio/man, Alanning Heard ~ " Q g' ~ ~ 36 a ~ S~rE
j , 6.05 ~ N9 N m 'tot 67-A w ~ 'v
rye?' ~ lot 59-A i„ ~ 5685 5F n
~ 9811 5f ~ to ~ M goad ~ Q0' ~ ~ ~ ~ q le fErrY~,,.--'
m w ,r ~ ~ria9 r:,.--'
_ ~ ~ur~~eyor L _ Any development or cons)ructron on the lots shown on this pkt muss Meer aN the ' building and development regulations of the appropriate locvl govarament unit or agency. ~ ~ - " 58" ~ Vlctnt Ma Not to. Scale
Rogfsirofrmt vuvrbar a~ 1, m oA8~~6 ~ ~ 4241.E ~ ~ ~ 35 -A •~r z r, s, N 1:63 ~ ~s ' ~
m U'.~~
° .ar,;;+t' Dotr_ Subd/vlslan Adminlsrrator ~ Chairman P1anMng Board m ~ ' 36e05 ~ ~ `fi'r' Survey based on exlsfing irons and /s sabfect o .J - S o- any easemems, rights of wpy,dr agreements of f~,j
r ~o14'Q9"E ~ record prior to this survey.
5TA7f~ t>F MORTH CAROLINA o y Cof 54 A M r4 N 4 a m 9714 SF ti rn EfP • EXlstingdro>aP)ps ElS • Exisling Iron Slake
a xatury Public of the Caunty and State aforesaid, certify that Charles C. Whlckar , iv ~ ~ M hqp ~ " ~ NIP • New lran Pipe Ntff r New Iron Slake o ~ ~ Lot 69~A a m - ~ fig, 505i SF w P! • Praperfy 11ne CL • Conrer!!ne
o RegrsterEd land Surveyor, personally gppearEd before me this day and acknowledged fhe ¢xaa~tton of fha .(nrepobiq insfrumenr. Witness my hand and officio! stamp or seal °26'57 ~ ~ ~ ~ ECM = Exlsling Concrete Monument N~ N
thu, I! day a! , !8~.
DEPARTMENT Of TRANS~PORI'ATION Nates. DIVISION OF HIGHWAYS Iron pipes at all corners unless t q8°19'24'E N
` ' ~ Al! let's #o be served by individuo corners unless .otherwise- noted, rued by individual wells' and septic systems.
tt ; , ~ ~ ~ . i = - PROP05ED SUBDIVISION ROAD ~'-r~,~'a~',~-~~ ~ _~(r ' 1 ~ ~ r~ , t~ Roods to be 20' ribbon pa~+ing. ••r F- CONSTRUCTION STANDARDS. CERTIFICATION . ' ribbon paving. ~ f
UHF I{ IAt f}t. _ xotary ra~xr Areas as ealculoted by coordl ot) led by coordi ate geometry. 20' Access Easements
~k ,.~;ti''!~v~uahc.~~,rrnC, ~ No A~C.G.S. hnrizdntal contra log Pro err ' ~°F~ ~ , r„~ , , p y is not located in o spec rontai contra found within 2004.'. located in o special flood zone as shown on
1~ r ,"V.' „unrypfr~a,rdscn APPROVED DISTRICT ENGINEER ' i a F,I•R•M. Cofnmunlfy Panel 370301 r,;i~or1M Brinkley , ~ _ ~C, ns5rOnCx lr~5/26/ 7' ~~i -,kl1s 9 9 +ty Panel 37030 4175 8, doted 5-t-84.
MinimOrta 6uildirr Line olon lake n ~_:~"+e,r~y-•~>,..- A"t~Jjj dy rommistan expires DAB ~b` fiigli Wat27' lnQl'if OC 20' ~Oln l'0 D 1 t Line along lake to be 54' from or 20' tom property line, w
/ ~ whichever is greater. h oter. c ~ °6 ro r` ~ ~
~
Future Rtglit-ot-Way 3 ~
CfRFlFICA7E OF OWNERSMP ANO DfDICA7lON 4 "4. N ry
t ! wa) hereby certify that t am f we are) the ownedsJ of the property shown and tp aD / 6~ ~ °N
dascrzpod Aerefn, that 1hE prgper/y is within the Subdlvlsion Jurlsdlgtidn at Davldson County 4nd`fh4t 1 (we t hereby adapt This plan of subdlvlslon with my i our) free h 41 M
consEnt,hnd Aereby es)abllsh a!1 tots and dedicate elf streets, alleys, walks, parks and Fu?~) 8 1 atheropen spaees 1q public ar prfvato .use as noted. IY~` VsV@IG~?A?B/1 2 y _ y * C
{'L-~J /~~i ~1~~ i/rt~Ci C~ /MC r ~
Y ~ _ ~ C~ g G , 3 7 , , ,a4' ~
Owner P` `p*Za v
Rocky Coin Rock Cove L ~ ane
_ 50'A _ +fbflc 50 Public r ~ R ~ 20'x30' Dratn.
Owner Esmn1. centered C-3 A=Z1.°to on 36"RCP
3' ~ _ an3,$,tt~r-,--~~ \6
~~,.R h ~ ~ N 55°25'40'£ 3G15.0t' „3p, ~ ,9~'
Owner 4
' .10 p°83.39' 7%;04.'... 12,04' ~ C-4 23236
~ C-7 C :,45~ _ _ A•4i./,~ A~ 3 Temporary ~ 268 ~ Cui-de-sac Easement '
v ~ ~ /q•/~ / ~
A•124.28 ` r A . ' ,r. 30' Drainage Eosemem ~ .07 ~ centered on eristing Swale ~ is ,a
STATE (al" NORTH CAROf 1NA ~ / .°j 0~ 4 ' e~ a
ly a fi`gray %ubi7c of the Goun),y nd Sfa aforesaid, certify that r Kepi , \a a~ y0 ,
~1._. 30' Drainage Easement s centered an exisrMg swat ' r~0$
M N 71
pErsorxiity appeared befarE ma Jhls dap' and acknowedged the Execution of the ~ ~ ~ a N, w ~ h ~ M
~ ~ ~ farEgalrrg lnsmument. Witness my hand and eftlctat stamp of seat, this a ~ 69 ~22T AC
gyp,/ C~/_ ~ ~ I A ~ day o+ ~ W tT~ ~ .W ci. ~ ~ t l93S 2.OOU AC M
w fig rn " 66 " 67 . ~N W c/ ~ st `3 i 1912 ~ ,h A~ / ' 30' Drainage £dsement
°r, 1 e~30 AC ~ a !"530 AC ~ leULV AC ~ ~ centered on existin Swale 2(? AC ~ ~ 1954 ~ g
' O~F(~iAL SEAL ` ~ N ~ io _ h~or~y Puhllr ~ . (1842 w (16761 w h 1 i ~T6 i w p"'
h (1816 ! i 1 1r~"~NAt~yPtfbi~c,Nori>wGNrOtin9 y :'r~- l,~~ Cttunty0lQ2vrd>3on a r^
a +#WrF 1 ~ Xp, o AhCiaM 81'iftk commistan s 'r s ~---~-~~L' y I 1-s
tw'~3fYU?},~'Ofi~7tGltP$912812Qg0 ( ,I 24.06' I 17.86' -
I ~ L-12 27.77 1-7 ~ C-5 L-2 14.38' r 1T ' , 23.86 ! ,
1. l- L-! 1 i r / 6r0 f ' ~ /
~ L-13. 8,64' 6~ ~~5 _x3.83` L-l0 ~i 1. pj a ~ 2 `U"o4~ 10 r ~4
~:'RPp"!. ATf of APPROVAL FOR REC'ORD1Nv sy2.a4 a 5 18,23` ~ r ~ ~ ~ ~ ~ " ,3. ~ L ~ J 0$ , ' 27.34` 998 ~ ~
N 54°38'23"E 118.50' L-t6 L'1 N 57°!l'30"E f5* 27., .58 ....p, N 57°3656"E f h°raby rertffy that the p!v! shaven Hansen cgmplles with the watershed ~1,,,,,,,.....----"""`~-.,,,,~~.. ~ 36,12' ~ g'~ ` . 451° ' • °j31 N68° Z' 3656E ~ 3k 1p,08, f,s7,g ~
prave ;on ordlnancE and is approrBd by the watershed adminisrrotar for' rtrcording in the Register of Deeds office, ~~y L 63 46 ` E 155 ° 15 X58
"a ` i A¢¢roxlmate loct/nn at fuH pon4 (etevat/on 655` Yadkfn inc. DarumJ
Jar, WatErshEd Adminisfrata.* ~ Chairman Rev w 9onrd Pro e p rty hne along lake Is meandering contour line at elevation 665' (Yadkin Inc. UatuinJ
CURVE RADIUS LENGTH DELTA. CHORD CH.BEARING
C-1 200.00' 325,29' 93e11'23" 290,6!' N40°o 652"E COURSE BEARING D/STANCf C-2 205.00' S3 / T' f 4 51 '38" 53.02` N 01 (7 01 "E DISTANCE !Anal Plat tnr:
C-3 205.00' 27.79' T°46'01" 27.77 N /2°3551 E L-! 1143°0477"W 55.06' C-4 205.00' 7.15.!2' 60°0727" 205.38' N 46°32'35"f ' 55.06'
C-5 255,00' 94.24' 21 °PO'29" 93.70' N 66°00'S7'E' L-2 N O6°35'44 ~W 17.86' rz.86' The tI s Gf Hl h Rack
r,-6 425.C4' 203.83' 27°28'42` 201,88' N 4t°41'18"E L-3 N 88°0941 E 50.53' C-T 225.00' 172.74' 43°59'!3" 168,53` N 49°56'30"E L-4 N 38°3149YE 26.40' 50.53' g Q 2s.4o' PhOSe 3i MQ
C-8 275,1X1' ,x24,28" 25°53`37` 123.23' S 58°59'22"W L-5 N TJ°5815 E 23.85' C-9 275,00' 86.85' (8°0540" 86.49' S 36°59'44 `W L-6 N 4Te°0821 f 24.0&' 23.85' ' 24.06'
C-f0 375.G0` 96.45' 14°44'11' 96,18' S 35°19'02°W L-7 S 89 5144"E /4.38' 14.38'
C-it 375.00' 83.39' 12°44'31" 8322' S 49°0323`W L-8 N 00°31'41 ~W 27,66' ~~Ob N0. 96-4197 0 _ "-r2 205.00' 41,13' 11°29'44" 41.06` S 61 °10'35`W L-9 N 56 4005AE 63.46' ' 2rss' 0wneri0evela er: Off Highway 8 near Denton, NC s3.4s' KrJ Mar. et~ p Part Tax .Parcel 1, Ma 26 and
' C-t3 205.00' 34,63' 9°40'45" 34.59' S 71°45'49"W L-!0 N 69 4607"E IB23' Prepared Ey: C-14 255.00' t48A7' 33°16'11" 146.00' S 59°58'12"W L-ll N 07°32'34 W 8.64` 18.23' k rng Co., Inc, p ' 8,~~ P,4, Sax rsis Part Tax Parcel J, Mpp 25
L-!2 N 60°4121"E 27.7x' a C-15 255,(JO` 426.83' 28°29'4$" x'25.52' S 29°05'12"W o " ~ C-i6 255.OD` 33,40' 20°59'06" 92,87' S 04°20`45`W L-13 M 60 412f E 13.83' 2277' Matthews, rvc 28146 Deed Reference. Book 523, Page '$24 and
tssu~r° ~ ° ~ , , L-14 N 73°29'08`E 28.59' 13.83' (910) T/5 5533 Pa a 28.59' , -g
~?~®~AI~1~5 C-17 t 50.00' 243.97 93 1123 217, 95' S 40 26 52 W 1-15 N 29°58'50'f 26.66' R i/id'~ a 1'11.7 y 0 r " , L - I6 N 48 30 28 E 52.84 z6.ss' Healing Springs Townsh , DaWdson County lp
~i i.~ud Surveying and Ma IA L-17 S l8°03'35"E 50:00' PA g Date Prepared: August 23, 1996
L7_h Randolph Street L-18 N 02°5726"W 5i~.(XJ' Thomasville, N.C. 27980 L-!9 S 48°50'34 E 47.03' Revised' Se tember t6 l 47.D3' p ~ 996
Bus (BIO} 472-5828 Faa:(91Q) 472-2a82 L-20 S 05°57'14"W 32.54' 32.64' Q 100 2fK1 300
L-21 S 80°1757"E 28,65' 28,65'
GRAPHIC 5 ~-.FEET CHILE'

CENTIFI"aTE ttf AF'PROL•At_ FUp RfCORJlN 'ROYA}_ F~k RfCORJlNC F~a1
!-harlez H'hfekrr, ser'tlfy Thar tn,s prat wss drape under my supervisio; from m~ 'va( aurveY rode under m} s~+n (daea descrlptlon recorded ,r .?P' x JO' ©/411. Esplnt, - r f A Roay
hereby °erfJry thpt me plat shawrr hereon Fnnk x._ Poge.lj2d'~A that me b^~+ld*rec nor s,aveyed are clearly ceMeteG nn 50" RCF prafectlan ardlnahie and )s app~ouad by th ~ the plat shown hereaa cam !!as ~'tth the watershed j e ~ Cot9~~6 ~ Y and )s app~ausd by the watershed ddminlslraror I~ ~ / H~
~ urawn Iran mfarme?ror nun" $ ++,a+ [+ocir-X15.,.., Pcge4~Q~G that th,; for recardlo i the t r °a~ p r _ tit _otcutatad is ~ ~ tr~,4k~ that rhls plat pas prepared ~ / ~ t 9 keys e at Deeds afff~ Register at Deeds afffce. , ~ ~j
c Ord ~nre ~,th 8,5 4( ?B as dme,rlod iVlxreas m artglnat °lgnature, ~ r~r"ri ~ re,.roRa, ..umber, and Bent 7Ms day at L°.0"1 ,fir„ f.9.,~ d ( ~ - . `1 G,r
Q Neoiirg ~prirgs Drlvs A ,;,aye 'pane
.'R r trr ~VK . Qe "j Q~ ~ Q tj. aY . mke, i?e¢ist°ted Load Surveyor L -.1497, ~erlifY riaY this p,lai Ddte ~'atershcd kdmrnlsfrarn o r s~ -nor rrat°r a eAdit-isian of and wdh,r the area al o raonty nr ~ 4 gocNY S IYatersTtcd kdminlsfrarnr i ChaNmdn' sutew 9oard ~ + i ~h 1
our-~.ipalr r rnur ,.o. ac ardis~+.~..a :net raga+utas parcets of land ~ ~ ' , C:¢ "
Q'
~ 1 A r ~ aril
~'j,, ~ 06 30' x 30' Drarrl, Eslrirl, i` grMJ?=~``"
suneynr ' centered on 48" RCP f]'~} ~ ~ DEPARTMENT'OF TRAMSPORTATiON pIV(SION OP N1GH~!AY5 Vlclntr M riot to sdale
1. " ;d~~`"t ~ _ O~ C~
h`egra!rottao Number 3 , I~ Bj° § , n PROP05 I r? Nate: ED SUBDIYIS ON ROAD CONSTRUCTIQN STANDARDS CERT3fICATION ~ Survey based on existing trans and /s saDJect to
r ~ y/" ~9 u , ~ ~ ~ 9' S F` Q '7i `v ~~99 ~ ~ any easements, >'Ights-of-tray or agrsements at 'L+
1 ~ ~ ,r ~ record prior o this survey,.
I ~ SrgTF 7! Nttk?t _,iR~ fhA \ ~ ARPR01!ED ' !G ftP • fxisttr}q iron Pl~e EJS + Ext#ting lrord Stake DISTRICT ENGINEER NIP + New Han Pl~e N1S =Mew iron Snake
~ 4 L n Naty~ PabAe of rn° Cauniy wed Stare at°rrrsat2. terrify chat Gharrea 4Yhr'tker,, ~ ~ ~ Jt'' n ,r~, ; 9 PL • Propenytlne- CL • GetltarLine DATE , ,.~4 ~ ~ fCM • Existing Concrete Monament
c ue~,.r, ed ? ^nd Surveyor, psrranaUy appeared he Para rrte rlris day orrd pcknoptedged .i 1 t~ rte . ~ ar me 'areyaaJ g in°try,nesr, y+?inesa myrlrar~ and oNlctal ;tamp or ,oa! ~ ~
h + / ! / / _ 3C.~` Drainage Easement ~ A /3. centered on exrsJirzg swafe
1 ,1 ~ ~ r~ r r pQ 4„ G
rase c`,} "~5~. ~G ~a
- krluty ~sb.~r ~ ~w , ~ 'Qr r ti (1241 's„ Q•, `s Q
` 10'x70' Sight Alsianoe Easements
r:~<",?"~.i a,,,x.~+alor, ex fros r= a},.=1 ~ I t qq y Q
~ 1~ ~ ~ a 1 t7 1 E 6h
~ 4'v ~ ~ >n~ l.&2e AC 571 ~ ~ ~ fig. b , 3
i ~ ° 0~
vE ~~r,as~,rF any o~J?CArnia+ ~ ~ ~ ,i' G-16 y'~Z~ 'Z o~
`s87a A=2(.03' oU" ti t uo i tretcbY cerrtry t,`u1r 1 on (xs are i ina nwner(s,` oT the praperPy shaven arc ~ .~y'~~~ ,'h .~y,~2~ ~ y c', q,
de,rr#bsd bereGn, rbcr :n4e praperrr , p Yh1n the Subdlvisiar Jurtsdittlar of !)av(dsao ~ ~ Ib ~ C-7 t~ aU' a ~g ,*r" ih.^t - f re 77rarabY odaal tl~Is plot, aP srhtG'vlsian pfth my ! atr i tr¢e ~ ~ a,~~~0 A=61.02' car:.er~ : nrtreby esta8liah atr` ioty -rd d°dtate aA sneers, alleys, walks, parks and ~ r'~ 5. t, aU" ~ .~yss As9 9p, ~ r' , 5~ ~ ~ 20°x3'0' Drain,+Estnpt.
oP~1:es apr• spat°s rn yu~bllc ar ~dvale aae as noted. centered on 18 RGP
I
I ~ ~ A • 21.1)3'
Gwtser ~ ~ 6a A C-!/ A •23.08'
I I y~ 52~ ~o C. 6 Z ~,J,
f ~ ! 2~ 9a ~ 4. `
C3prer 1 fl736I ~
` 1°7'~t9 AC ~ i ~ ~s• ~ ~ ~ ~ ~lyp S6~ , n ~2/,(~, Cam!
~ ; 1152 ! / Qraer ~ •J \ 6
V ~ r r~\ A. , ~ _ ~ ~4 p~,
,6,03 ~ ' 30' Drainage EasamenP ~E/ - - ~ _ a \ 43,8( .2 \ ~ c ~ 0
6+ ~ R 1 6 o { s ~ .ti 6 I ~2 U3 30' Drainage Easemem ~ ~ centered on exlsting Swale ~ q•,~
~~s. / 1..323 AC ~~~4 / 23 AC 2.92! 13C
start of N~,RTh c,aFalwa ~ r t , 5 ~ l.OS! AC J,,. f
_ ~ ~ ~ ' % L °lk Natarf f'ublis at the CauMy o ~ 5rat a~aresard, ~ ty ?hot ~ ~ ~ r1~ / ~ ? ~ a 175' MB M~. MBA ~ , ~ (
/ , ~ ~ I
~ ~ fi e 1145 ~ _ _ _ . _ _ . r.--- 51 M X015 AC w
_ - . _ "'w~, 11511 . ~ / W ! 17681
'er ,ate^~sc+Drlar~_ .nc ,6rs rte} ana aeknepreQgeC Pha aXecaYFan a! the rY+, ~ h a~ , ~~snt. Wrrtress my nVnd trod ofetlai slam}. ar seal, nhis ~ ~
~ 4y 1 o~ ~ ~ ~ g a ~ 1.TT6 AC ~
cuy ~ - , ry_L~, ern. L-!7 y 5.69' y ry o_~ ~ • y 1 R f 1792) ~ * 66
~ !J t-18 ~
:~e~~ ~ ~ 1. ~ s ~ r~. l6' _ ~ _____r_ ~ - 7 o
Na?ary Pubtfc 5.96' L - t 5 o. n~ L.~ ~ ~ t ~ { 13.26' t-12 z2.Z/'
:~1`~~` gate ; i'roper;y fines along lake ore meandering ~ l-t4 13.23' -is. _4y`
~J: ear fan cnnlaur fine of Fle io • F mrs . exp.res _ vat ~~5 (Yadkin 1nC, QaIUlt)) r ss'~ c-s 8?„3 ° ~
~ .~~,cr'." `+..w f°' ..rte ~a ~~SB. 49..8$' 35.23. w x;53'_ ~ 4 37;g4 ~ .9 \T4.83'~a ` 1-5 >.88' 35.25 + X08,78 N88°03'!1• ~ ~..d Iq~, L
F L.;73 N e~9°3408 ,13 ~a3p08 f 125,pq' f L.:lp 3,$9~ '~S 38.88'
~ t~ drPRt?bAL FcR R,:Ls7RDdvG GUF.I! RsUJt+l., r.ENG7N DELTA CHORD CN,BEARING
Farr rnm sr<~d;ufsiar prof shaver hreon has been laucd fa ramyrywt!h the C-," P25,fx1' 3L43' 8°OD`13" 31,$0' N 76°56'13"E
r ~v it Crrnrsa icunry 4a th oa orna, and that svch lorhos been r"._^ r ° ° « p ~ 750.00` 46~i.72' 23 0,9't2" 461.56' S 8$ 29'10 E _ w ~aard.nnora of i;aur_tp Commrsslc~ra*rs 'ar racardurd in rho atrce C-,3 750.Q13' 20329` !5°3t'S0` 202.67' S 84°40'27`E E l42.8T' L
'C„ ee05 QY 1raVld3bn i~~Jnr kg. 0 D F U ~ w~ 5.00' 212.54' 2! IO'42" 2r 1„33' N 76 58`29 E „OURSE 6EARtNG pISTANCE STANCE Approximate location at tut! Pand (ftevatlon
,~a ~ C._ra 525.CXi° !94.06" 21°f0'44" !92,96' S 76°58'28"N' F -h. 1 r'e. ° ° " . u 6 7~ 164.74 " t 3?_9'02" 164.36 ` N 85 41 `52 W f_ -1 N 54°38'23 "E ' 655' Yadkin loc. datum)
~Prt - 94,67 " G-i 50,00' 6I,G2' &9°55'38" 57.3!' N 26°!9'02 E a " _hwrr=- Ar~~~ ~ ° ° L-2 N 69 70'30 E 3&.76' 94.6T ~s. rs'
G- y u 0.00` 52.36` 60 tKJ 01 " 50.00' 38 38 47"fY t -3 N 56°48'f ! "E 38.88' itGlX,>' 52,36' 60°DU'Ot° 59.00' S8!°2f'l2"W L-4 N89°26'36°E 37.91' 38,85'
G - I r,:~ ~ DO' 52.36' 60°00'0! ° 50.00' S 27 °21 ' 12 "Y! E -5 N 69°58'16'E t 0.50' 37.91 ' t 0.50'
1 50.OC•' 23.08' 26°27'07` 22,88' S 21 °52'22 E L-6 N 83°IB'49'E 33.54' 12 l2i>Q.G~'J' 255.51' 12°1;',78" 255.0,3" N 84°12'11 "W L-7 N 39°3623"E 33.89' 33.54' Flnaf Plat for: 33.89'
- 3 '2.00.00' 204.4,' 9°45'36' 204,16' S 84°49'02"6Y L-8 N 79°10'37'F. 3949' C,~~hs ?.75,ti0' ,38,41 8°00'10" 38.38' S 75°56'!1"6b' t-9 S 74°lT43"E 14.83' 3949'
s, n ~r r ransSrucrion ar the lets shaa~ an this plat mass :neat al. +ha~ 25,E `1.7.03' 48°7 f 23" 20.41' S ! I°DU`l4"E C.-10 N 57°24"OB"E 25.95' u. 'a„~enr regtilatlons a4 the rxpprap,'tai!s ,focal g°earnmenr c r+ nP •,ganiy, ~?ry.OQ' ?ha3' 48°11'23" 211,41 ' N 37°l /'CriJ'f` 1 N ° 19.83' 25.95'
72 !3'0TE f6.96' 1.-12 N 27°04'02"f 22.21' Tl~te S rln s at H1 t~ R~c~c 18.96' 22.21'
1.-!3 N 6.8°14'13"E 49,88' g ,r , 49as'
„2" ~ ~ "~,p., ~ ~ i.-14 S 59°f2'33"E 13.23' _ _ _~r__ . ;~.-!5 N 46°5~2TE 1328' . "~r . . 'ton_ Atlc { ~cr Cnafrmrin n a ~ 9°t: ¢ 13.3' 13.28'
9 f-16 N66°tt'37"E 72.16' t -17 N 66°7 !'37'E 5.59' 72.Ifi' Otmer~'Uevelo er: 5.59' ° off f'l! frwa 8 near Renton NG
t.-t8 S 54°34'11 "E 7.92` 792 KEJ Marketing +;o., lac. ~ ~ +
1. -19 N 12°22'51 f 5:46' t -20 N 39°25'36 E 26.03` 5:48' P.O. eox 1s~s lltvlslon Of Part ~GX Got Mrtp 25 z6.o3' Matthews, me zerr~s Deed Book 523, Pa 324 and
pdc' Nr>tes= Iron pipes at af; corners unless otherwise Holed. i-21 N52°49'52"E 43.8!' x: ACI leafs l6 5e served by rndlvtdual welts and septic systems. 1-22 N 75°03'09"W 4565' 93.8t' 7 7i -
~'rripar~d ~y` ~'oads ro i1s P~1` ribbon, avin , t-23 S t8°03'35~f 50,00' p g o 45,s5' ~ ~4a ~ ,~~3a ~8ad Souk 3(711, Page 359 Nealln S rtn s Tawnstr! , Davidson Count
-24 N 23 36 28 W 50,00' ~ Arens a> colculoled by coordinate geometry. 5o.a0' g P g P Y Rate Prepared: Awguxt 23, l99
~ ~ro ~ ~ rbPi,Jimam baildiag Irn~ along lake to be 5Ci' from
higt, wafer mark or 20' from rear property lrne, ~ L~a~ -i Surs=~rri~g arzc~ Ufa F ~ whrclaover is greeter. Revlaed September 196
-B R~udolssh Street ,
-~mn~c9lle R 0. 2"J3€fC~ y~,~.r ~ No r' (,.,~a herizOntal con?rc! wilhir, 2G~X1. ~u~. ~ ~ 97~-5823 Ftt~: "9211° $72-2 l ~ rr ~ f ( r e92 ~ ~„~parly is r,o. )ocrJled in a special ldood area as srhown on !oo a tai zoo 3a
?'.1.R,rr4. t;ommunlt ~ P ne; 3 t0 0T } a l 3 G175 dated 5--! -A0,
GRAPHIC SC,~.E -FEET

..ro,.~. ~._..4..~.„,a.~_. , - ~„~.n.,~.,.-..
~ r `w~P Ra~~a a k' ,,urver Saaea -r eais'fr ~ ri ,e';ac? trt ~ - ;'s
sn+:.uer, ~ar;{n~ tr,. •n- a^<.cr ry v,per.isie~ aav easements, rights-at ~ v or agraams~ot" of , z ~t, E~m~ a~
r<:.Grd rlor 10 1i flS yC1: VfI. r`'CI 4'- S 5,. _ FS G !2n l6 01 r'rn is ~ ~ ..J -,je0.~a'c~ , .,,r xunr.er, ~*+'e e~, y ~ ° Rip ~
~ :r,xr tom _ nt +oo;u_A!~,_,. Ptlge~;crrr , ~ I'?' EX73iing Iron Pipti ^ ~:xistiey iron Stoke . - r c,~~ iogi rhrs prot was prec,;;en J r, rlew i/an Prpe KCS ~ Saw lren ~£cka ~ a2 ~
< ~ +ea9n9 Prir > ~rl~e ' e ~1 ~ ,-,I +resx my orTylnal slgrawre,, r ~ SiropaFty L7ne t ''enter Lipe ~ - _ s ~ 1G,'''d ~!;~~'l~ A1,. tD ~ aV =Existing Canrrate ?Aao,rmrnt ~ ~ t~ z~ ~ ed ~ . ~ enter ~ v~
~ ~ ono pocky ' p ~ ~ C A=15.5.39'
~ ~ P/h- ~ e eg,sr~°en t-.. 5ur~;r;or ; -~,ly> °r 11tr fbrt ~hts plr,! ~ ?no ~ r " nt n~ rte a(a rourty sr SAT£.
- - - 1L1.~ 5•~ a~ ~ ~ t
~a~ 3 P.Z a~9~ i tj,G ~ -1$~ ~ ~ S 37°S6'
terry Rana, F~ grinA(e ' _ " s Fu evetopme/at 30 ~ ~ t c 5s w t~ J23 g~' 1
~ ~ ' y . Vlcinil Ma J/oJ ro Scale 4"~' in ~ n. . 1 .39 ~i Lot 5t °A v
Sa'tbeynr 5 3a b2, y ~ ~s h I r ~j, ~ 97&'5 5F ry 1
t m <ry
•teg+,t~aslon number vEFAt~TMEN~T 7Nfa;SF "~'~T N d_ (rt RTMC~ 1 8 ; ('tY9' N 63o B ~
DhtISI01V GF ~ fiGHWA'i -n 1;i~~ i*` c ' t G'~ 3C ~ ~ 06 /3'f ~ 1 ~ f 1
rr"j' ~ PROC'~SED SU811lVISION ROAfi n~ i' ~R ~ ~ 3J' Drainage fasemenl , - ~ I
GON5TPtJC?ION STANDARDS GERTIFlCATION i;~ y ,-~7( i t ;p rE? ;.:r7(!t.?hey Q~ ~~l ~ p$ centered an existing swa! ~ ~ 2~' ; 20' Access Easement I ~
h+ / ' -lot ~.±?iic of ~l±a ou rq o d tit. re to es~14.7 rr') t r -nor ea r~iude; APPR~DVEG ~^:a~ rr e~!fri ~
n„cr r r an,, tu.veyar, pers3natty aNpaarad before ne +nis day on'' ,tcknawteogr.~, 1 ti
•he e. un of cnc dote ain instrinent,rjvrrneas my X715 JILT [NGINEER ` , Q' ~ y ''?+L~ a urn tf?{t(u, m,.rnp rr aeof . „~,;e ~ :rr__ `+C~ii~•;_ ~'=1~ ~ ; - afi ICr'x30'Droinae 9 ~ ~ 2.258 AC ~
DkTF .__u' F.:_._.._ ~r__.__._____~_ Esmnt. centered on !8° OTC RCp o W 55 1.934 A~G ~ 1 t 1610 ! 1
~ ~ (.fr46 AC C 15921 m I ~
1 ~ s ' f / ~d ~.1a;:~'I~i~L SEAL` E ' ~ ~ ~ ! i 15601 / ~
_ ~ f ~ - i 1C :R"y f='tcb(rG_ td4~ '(,FSt'0?t'r7~ h. N^"ary m;lia f ~ Q ~ ~ ' I ~ ~ ! 1508 J (.41J4 AC ~ ~ 1 . , ~
r. t f ;~b,F,,y ~ ,~,M / (0'X70' Sight Distance ~ ~ ~ (1351 1534 ~ a ~ ' 58 1~ ,y / ( I ~ q
a; Easements ~ ~1 / vi ~±rinkt,~y 1 " ~ ~ ~ P` Gr 4~ 1 a ~ ~ os ,~i 0 0
a I '~?'r ,o,.,:rsian axpvas--_. _ _ ~ 4,g~. / O! ~ j W _ ~ h zl
r s 0°yt 1s8~2, ~.3 ~ r. 1.880 AC I { ~ ~
43' ~ a 1 ~ ~ r
..0 ! t
'2 r~tlt= rE Of OWNERSxIF A1,n DfDICllTIfiN C ~3 , ~ - ,.8476 ~ p01
m~a e ehr _rnfy 1ha7 , am { we are J t§a rarer{s) oP the properly stwwn and A' deg c r,e rha+ the ra ar7 rs within the SuodMslon Jurisdlcrtan of Dovidsen 26S' A' 176.40' A •24.55' 30 p Cp .
~t,rr: f "or ' 1 we hereby adapt ffris p)an at subdi~nsian wlrrr my (our ! hoe ~`g~ _ ~ sr sew ~d hereby astabaeh ad' tats and dadlcota oti smears. allays, walks, Aarks and ~ 44~ ~ 47" Nsya C-1s
~r r,;~rcns to pubtk or pnUa?e use as noted. ~C' MBL (Typ.l "~B• 24gg.F A•21.D4' A,6? ~ 30' Drainage Easement
Y' . ~ S S 24, x~i4,py. C~ ~ centered on existing swal 6~qo 0 "
r. ~ so,, > 3 {y ~p 9< 794, pB' (Typ J'~ 143, n
Owner ry ~ ~ (Typ.)~' °a p m ' gS ~
@ Oi ~ o h w rt, 1 J 6~3,, 93, 54,gZ
*.E ~ A V Owrar ~ ~ MB ~ 9 ~ i6 0 4s'E ~ bh ''~'-~.N.62°21 'OT's
~ 0 46 ~ 65 N A•2/.04' x.99' s49, / /
0 ® !n ~ _ ~ ~ ~ 47 w \ t~~ ~
owner ~ /.749 AC 1., ~ l~T ? Z
14 ~ 48 N 49 ~ ( 301 l.b81 AC ti W 49 ~ . ~ ~
" ~ !4521 ~ 1.222 AC y 1.458 AC 5O W? A ~T O? 1.458 AC ~ - / 52 ~
y r 14x41 t r2o ~ f t20 w . ~
S'"A 7E t= NORtFi CAR(X.lNA J W J.2T2 AC 5 I 1641 ~ 1.975 AC
J a Naiary Publia of 7ha County arsd Stale otarasald, aerNty 1 at 3,12' P2•~ N ~ 43,436 Sf ~ ~
n ~3.~._~_ r~ ~ CO. ~ t-5 L-4 LIL. i ti w r 7.47' 18.85' w t !85 ! , N (1901 w ~t
l-3_ L-2 .1. x,03' 4/.72' 43.45, 3 - _ ~ !8,52' _~s._ 1(l. P 3 8, ~ a~,~
0 L-9 -8 x031.26 _____~____,..._.r_~~_ 0624E L i L 68"¢3' M?a,. 56.59' ~
arso 1,., N50 C-6 5 ° p nai? ~pearad batoro me thin day and acknowtedgad rha execallon of rha . ..r/'"~~"' 9 14'lT t l?87' N ° 32.03'36.:5.::.. 55.55' e/ taragaing lnstrumant. K9lness my +tand and aNlclo! stamp ar seal, th/a ~ I¢ 3j. . 55.55' SB.i3' S ~ti o 41~ ' B, ~ N 86 30 39 W ,
c~(~ f L- t N 5 64 150 E il/ sZo !6 91.89 52.56' 73;91 ~ (26.09 " i .22' ° 7' ....+w-~. ~ ~ ~ N s2° 4e 34 ~ s,~x, esae~ se•a M t3 .r,,.. 1653E N6245' %'E 126,47... N ~4F e 37,86 94.3T' °j3'3'~E
der at _ _ berr_-.~~ , rs_.~`~. 92.13 .r.... .,...-r.*...,.._. N 59 43 /5`E N ad ~ y 38 127.74' 54 2,37 E
i ~ t
i Note: Property Gnes along -ty Imes along lake are. " "
' OFFiC1AL ¢ Notary Pubr`c ~ CURVE RADIUS LENGTt! DELTA CfIORD CFtBEARING met7ndering CantOUr line at iNpteryw3~oac,tvorer,Caro~na ~ (Yadkin lrlc, aatuin J contour line at Elevation 665' Datum J
~ GwnryofDav~dsott C-t 575.00 358.62' 35°44i05p 352.84' N 48°31'O6'E $ =~i° 0 0 M
Ali , ~(D'~CX.7 C-2 375.00' 262.47 40 O6 10 257.!5 N 10 38 J7 „ C ~ P1 BnnkkEy commisian exp+ras.-- C,-3 ,3x7.00' 417.00' 79°,38'27 384.23' N 30°22'29"E Un~m;;;®n £xpgyres s 7~2(X?0 C-4 350,00' 176.40' 28°5237' 174,54' S 55°45'23'W Approximate l,ocatbn of FuIJ Pond EdevaNon 655' Yo~rln ilia Datum 1
~,2~~.~ ~~s2'usc1=.7~,., C-5 350.00' 80.76` 13°!3'14" 80.58' S 34°4227`W COURSE BEARING DISTANCE
C-& 275.00' 17!.28' 35°4!'70" 168.53' S 87°14'42`W C-7 50.00" 71.99' 82°29'32' 65.93' S 76°22'!9"W L-! N 46°08'10"E 32.03' G DISTANCE Hl Rock ~.dCa
C°8 50.00' 44.50' S0°5936" 43.05' S 09°37'46"W L-2 S 68°08'08"E 18.52' '!0"E 32.03' '08"E 18.52'
C°9 50.00' 39.64' 45°2528" 38.61' S 38°34'46`E ° Arty aavatapmant ar tonsMueNne on Me tats shown on this plat must meat all the L-3 N /3 11'16"E 18.85, bulldinq and development ragulatlons of rha appraprfale loco! ,goverrtmant unlr oragancy, C-10 50.00' 62.13' 710/!'37° 58.21' N 83°O6'41'E C-4 N 8!°45'30'E 12.64'' '16"E 18.85'
C-i{ 5fJ.00' 22.97' 26 i9'IO" 22.77 M 34°21'f8"E C-5 N 14°13'54"E 747 '3o•E i~ sa~' 'S4"E 74T
C-l2 225.00' 132.33' 33°41'5!" 130.43' N 86°15'03"E L-6 N 58°03't9'E 31,26` ~M., f C-t3 350.00' 178.55' 29'!3'47" 176.62' S 05°f0'09'W C-7 N 76°2Tl4"E 38.10` 't9'E 31.26` 't4"E 38.10` !°t~+vht.: f
_.E_. _ ~ rJ.~ C-l4 325:00' 227.48' 40°06'!0" 22286' S 10°36`17'W C-8 N 49°0920'E 5 ` =?ore ubdivbtan Admtnistra r ~ Gtraivman Plannin Board C-15 525.00' 25.00' 2°43'42' 25.00' 5 32°00'S5'W ° ~ ~ hiM add~nf 2o'E 46..57' ~
i e L-9 N 5925'49 f 41.72' C-16 525.00' 147.04' 16'b250" 146.56' S4i°24'!1"W C-10 N41°4!'21"E 44,x3' '49 f 41.72. '21 "E 44,03'
C-f l 525.00' !55.39' !6°5730' 154.82' S 51"54'21 `W C-!! N 19°48'11 "W 50.00' C- t 8 25.00' 21.04' 48°12'41 ' 20.42' N 86°29'15'W L -12 5 23°36'28''E 50.00' ! 1 "W 50.A0' '28''E 50.00'
C-t9 25.00' 21.04' 48°12'4i" 20.42' N 45°18'04"E
FIna1 Plat far:
CfRTiFlCATE OF APPROVAL FOR RfCORDIN6 NnteS: Notes: The S X08 of Huh Rock Pr
Iron pipes at hereby certNy shat iha plat shown hereon compiles w]ih the watershed Ali fOtS t0 be Iron pipes at all corners Unless otherwise noted. PhOse 3, ~ Ali foes to be served by indlviduo( webs and septic systems.
protection ardlnanae and !s approved by the watershed adminlstrator Roads t0 ke far recordlrtg !n Jhe Register of Deeds offrca. Roads to be 20' ribbon paving.
Areas as ~dlc+ Minimum bufidi Areas as calculated by coordihate geometry. off Highwoy 8 near Renton, NC Minimum buiid~ng line along iake to be 50' from Part 7'ox Parcel 1 Ma 6 and
~,p~,r ~ high water r~q p high water ma1'k or 24' from rear property line, ,
4' ~B` _9A? whichever i3 g Dora Wa/arshed Administratar i Chairman avlsw Board ry0 nl CMG S h~ whichever is greater. Part Tax Parcel 1, MQp 25' No N.C.f.S. hart;Dotal control. within.. ?000'. Dead .References: 9nok 523, Page 824 and
Sob Na. ~ ss--419! Property is na Property is oaf located in a specioi'~lood area as shown an ~4Qk 3QD, /~~ge
f.I.R.M. Comm f.I.R.M. Community Panel 37030T 0175 B~ dated 5-i-90. HBaJI $ In 3 TOWItShI ~ yid54 CO ng' pr g A~ , a n only..
Prepared Hp: See C{erk of Cvurr Fllo 91-~'-6'71
CERTlF/CATf GFAPPROVAL. FOR RECORpING C Q, ~~r~+ t~ ~r~s~r Dade Preparedd August 23. 1996
i7G tltJsJVCJ,t~1P~t7s 11\1~, 1 hereby cerfffy that the subdlvlslon plot shown hereon has been found 1o comptywfth the dwnef~Develo OwneriDevelo er: Revised: Septetn~er i'6, 1996
Subdlvrslon RegulatJons tar Davidson County, North Cnralma, and that such plat has been ~ Lend SUrvtping and Mapping approved by rha P/anning BaardiBoard of County Commissloners for recording In iha otrtce I~EJ MarketJng P KEJ MarketJng Co„ inc.
17-E Ractdolph Street of rha Repjster of Deeds of Davidson County. % P.0" X48 f97: P.o. Sox 1978 l0U 1 fX~ 2~0
T'homaeville, N.C. 2798Q Matthews, NC (exo) 4x2-~ez~ ~ (pia) 4~z-a~az , ~ ''i . (1CU41 715-fit Matthews, Nc 281os ~rc14~ 715-5533
; -~k-u-~-- ~'____~(er___ Date CAalrmd'n, Planning Beard GRAPHIC SCALE FE'E'T
_ _ _

y~,._--<----._,.. Nate:
1, Charles C. Whacker, certify that this plat was drawn undo rv supervision CFR7IReATE DF APPROVAL FGR RECORDING Survey based on existing irons and Is subJect ro R T'~,. any easements, rights of way or agreements of \ F1or swamp Rood
from an actual survey made under my supervrslon (doed descrlpHon recorded in CERTIFICATE OF APPROVAL. FOR RECORDING z r -j ~ ~ rd prior to this survey, IN6 . ~ ~ r.~~ i
BDOk Page ~'+T~ that the boundaries no-t sorveyed are clearfy indicated as drawn from informalron found In Plpt BooILAZ Pnge.~!~9 than tho 1 hereby certify that the plat shown hereon complies with the watershed I hereby cert/ty that the subdlv/slon plot shown fierenn has ee . i„ ! EIP ~ xlstinq fron Plpa EIS fxlsttnq iron Stake }IOfiorg°~ ~ ~ NIP = w Iron P/ e N15 =New Uon Stake v shown fiereen nos eea sound to ramplywtth the p a
ratio of precision as calculotad is 1 ~ 20,CrY) that thto plat was prepared protection ordinance end Is approved by the watershed adminlsirnlar Subdldslan Regulations far DaNdsan County, North Cdrall an in accordance with G,S. 47-30 as amended. Witness my origH,•ol signature, for recarding 1n the Register at Deeds office, approved by the Plonning BoordiBaard of County Comma :!Doer: regisratton number, and seal t4is__~'t't day of ~QM'~rt812iit, A, p., !g_~f9 of the Re?isles of Deeds at Davidson County. sty, North Cdrall. and that such plotggs.,D. ~ ,,t PL Pr petty Ltne CL Center Line °c~' ~ ' County Commi :!Doers for recording lnr the ~~iF~ ~ . ~ ~ ~ ~ ~ Id, ECM E 7511ng Concrete Monument ~ S In Drive
Healing pr gs ,nty. Dane
1, Charles C. Whisker, Registered land Surveyor L-3497, certify that this plat ~'r_'_~!^7.UL. r e ~ ~ ockY C0v
is of a survey that creates a subdlulslon of land within the area of a county or -s''-`-'-tyc. y~ ' munlatpailly that has an ordinance chat regulates parcels of fond. Date Watershed Administrator i Chairman evie~r Board Dote --1fK--- r R l f/yf;7 r„t , ~ lrman~lPlannln do ` ~ ' I ' i/'.~~.
g DEPARTMENT OF TRANSPORTATION ~cg ~ DlVI510N OF HiGNWAYS
_ f` ~ - S
PROPOSED SUBDIVISION RO A°od ~ CONSTRUCTION STANDARDS CERIipF1CATI0N 9rl~b Fern
w Surveyor Any dew opment or canstructlon on the lots shown on this pk ' `s', - aAnt..r ~ bulldlrtg and development regulall°ns of the appropriate lace! y lots shown on this plm must meet all the ,~-i VJc f Aid Nat ?o Scale. the appropriate loco! government unit a agency. ~ APPROVED ~
s f! RcgisnaNon Number r~. ~ ~r r DISTRICT ENGINES - ~
~r . , w~` ~ [7jr~}(f/ 9/n ~ ~ ~ DATE / r~~ ! 7'", ,
h"EC~ r~'' r~14sso` _ 0~ Da)e Subdlvl3lon AdmlNsh tar ~ vision Admlrt/sh tar ~ Chavman Ptabning Board ~ ~
~'':~rtrjU~ss 3 ~ , r ~ t~ /
STATE OF NORTH CAROLINA ~ A~ 0~ ~eI` 09
1 ~ 9 ~ OQ a Notary Public of The County and Slane oforesa/d, cestlfy that Chartes C, Whisker , (1C Je\ a Registered land Surveyor, personaNy appeared before me this day an0 aaknowledged 5Q 5e 2 Q4 ~g,
the executron of the reQong(~nrtrumem. mess my, hand end offJctal stamp or s°al ,~2 r0 p~Q / this~.L~ day of G Y~ ~ 19_~:r_._ . ~ Q ~~t / 0' S Sl °Q8'46`
l~J ~ 8P.82'
Cul-De-Sac RiW / r dedlcafed Jn P.B. 25, Pg. 89 ` ' r Future Dewlapmenf ,3°
to be abandoned 5 Lot 38-A ~.N
~ ~ ~ ; ~~Y, , Ro aky Cow ~;-~i1.:~>q~. r. , Notary Publ]a Rock Go 9,712 sr ,Y w Igoe ~t>
(I 3 50 Publtc F ~~1 r ubi~C, ~lorePt :~et~ituT 5U Public RiW , ?32' ~ry
' ~tu,~ly of Devi:',. 30' Drainage Easement ~ _ 3p, Centered on 48` R.C.P. , S~.
~ i„3M~ ~ ~ ~~.C N 56°l 0 ,x rr,.p yir;t 'pry commtslon explres~~ M d 343 f 754.34 .a r.J 73.32'
--,tr.._ C-7 C-10 y y`~~ N 12°53'20'! .4i' _ 68,67
~ 74.99' S 56°i3'43'W 829.37 25.00' 215.54' A• 191.29' q. i82 L 24.50' C-g 20' Access Easement
1 12.81' , _ 134.07 C- I N
30` MB 286,98' L CERTIFICATE Df' OWNERSHIP AND DEDICATION - 266,96' A• )l.3 > G~ Aa205.02' _ C^8 , ~3"F.
t (we) hereby certify that 1 our / we are) the owner(s1 of the property Shawn and 9 2 c.5 A ! 11.2 ' S ' 99, C`8 ~ 0 ~Oey ~ 30' MBL (7yp.1 lr .5~ / 4,f"K, d'
described harem, that the property 1s within the SuDdiv/sPon J+.rird(cfton of Davidson Coumy anti that I (we) hereby ado r this !tin o1 std/vlslon w h P p ft my (our) free 70' MBL
consent and hereby establish all lots anti dedicate all streets, alleys, walks, parks and _ other open spaces ro puDllc of pNvate use as noted ~ ~ 30' 21.29' .12 ~
0 110 MBL Drainage Easement ~1 C' J~ ,r7~:~~~~'(~ (l,~'t~ i~ I 4 ~ centered nn axlsUng Swale \ A / i
~ the M ^r ~ y w 30' Drdlnage Easemehi
I ~ k~ _ ~ b ~ ~ ,p ~ centered on existing Swale to
Owner 37 p ~ Q Q e y ~ h ~V N A N 42
~ ~ 39 N ~ ~ ,W _ N 40 ,0 4 I a, 43
owner Q r q ~ 1 °595 AC rn o ~ °00 2.2ce ac h U W ~
Q ~ o, 1.945 AC rh W U o ! 1184 J 1.514 AC ~ 1.632 AC N ~ ti (ra(s J A (13001 ° l e451 AC N ~ 44
N A X25 h (12281 l 21 A sn 1 ra3s 1 45 ,W
Owner m '-y "W c , ? t~J2 A~ ~w L-/z w f !3721 3
14.56' n ~ (14141 ~^3 b ~ 0
20' Access Easement S7:4TE OF NORTH CAROLINA + L-11 ry ry C .
L-J8 1, o Notary Publtc of the Count and State aforesaid, cer!!ty that 18.26' ! 2 ~ N
~ r r r 1 1.87' E L ~o. I L-l7 ba s~
Z~~ ~ 30.36' - 41.28, - MlSt, _
~4 ~~p.~t L 5 ~ `o ~ 22,05'
personally appwred bafare me this day and ackrrowhdgad the execution of the 95' 97.51 4.36' ' - 24800' ~ a' s~ ~ L-6 6~~' L-10 28.99' L-4
foreaoing lnsfrument. Witness my hand and afRdat slam or sea! t Is a7* N 5 ' ° 174.1 ' ~ ~ P h 7°44 34 E 301.87 4 174.14' 1.50.. 3:12' s ~ 10.55' ~7T' 2 5 , L y R~2.
doy of ~-2,(~t1b2~(' "v . _ ~'~'~i 1 15 ~S`~"sr . ' 6656' 3~'I 1 "~i
/rq 3
',f HJgh RDek Lake A~ p
' , r ,,v _ Narary Pubila hfatet Proper ~ ~ meandering -s Mate: Pro art lines ad oinin` 63l~ _1 D y J g lake are meandering ,contoyr line iJt elevat/an 665
14 ; (YodkJn, Inc. 9-~(~ - ~OOa (Yadkin, Inc, datum)
rJy ~ n Mr commislon expUas
CURVE RADIUS LENGTH DELTA CHORD CtGBEARING High Rock Lake
C-i 425.00 71.39' 9°3728' 71.31' 561°02P0"W ,
C-2 425.Gb 9977 !3°2700' 99.54' S 72°34'33'W Approxknate locatJon of full pond
C-3 275.00' 121.29' 25°!6"14' 120.31' S 6fi°.~9'S4'W C-4 275.00' 129.29' 26°56'16' 128,10' S 40°33'35'W (655' eJevaNan YaaVrto Inc. Datum)
C-5 225.00' 58.08' l4°47'24" 57.92' S 34°29"03'W C-6 225.00' 111,20' 28°19'04' I10.0T' S 56°02'17`W
C-7 275.00' t 82.41 ' 38°00'lfi` 179.08' N 46°05'27'E ° , f'1 denote:troel adahuu
C-8 225.00' 205.02" 52°12'30" 138.00' N 53°11'43'E f 1 denote:hae~ G-9 475.00' t9L29' 23°04'27 130.00` N 6T°45'49'E
G-l0 275.00' 24,49' 5°06'11 ` 24.48' N 67°39'08'E
final Plat far:
COURSE BEARING DISTANCE
X11 C ~ pt h ROdf Notes:
L-1 N 50°06 24 "E 11.83' Notes: L-2 N 86°31'11"E 3L7T iron pipes of all co Iron pipes of all corners unless other !se note . 3, w d
L-3 N 59°0328'E 37.31' All lots to be scrvs L -4 M 68°52'04 f 8 7T Roods to be 20' rA All lots to be saved by 1ndNldual weps and septic systems, Roods 1o be 20' rlbboa paving,
L-5 N 68°52'04"E 22.05' Areas as coiculatec Areas as coJculdted by coordJhate geometry. No N C.G:S horizontal catitro/ bond w/thln 2000: aff Hl~!trway 8 near Donlan, NC
t-6 N 35.14'l4'E 28.99' No NC,G:S. horizor L-7 N 62°59'12"E 34.09' Properly Js not lac; Property Js not located !n o special flood zone as shown on Part Tax Parcel 1, M 26 and F.1,R.M, Cammynily Panet 370307 0175 B, dated 5-1-80.
L-8 N 26°39'27"E 37.77 f.1.R.M. Cammynily Job No, 96-4157 L-9 N 61 a 8'03'E 66.56' M1nlmum Building LG IlrnJmum 9 Part lax Parcel 1, Mpp 25 Wlding L/ne along lake to be 50' IYom paled Reference: Beak 523 PQ e 8 4 O d
L-!0 N 82 30'42"E 10.55' high wafer mock or high water mark or 20' from property lJne, + ~ 2 n
L-1! N76°50'11"E 14.22' whlchever7s preatte Prepared Bp: Z-l2 s 82°40't5 E' 1456' whichever7s greater.; BOOk POQe
~p~~ ~r L-13 N 23°22'48'E 61.28' y ~+i7tSiW~~7 G" L-!4 N 49°03'48`E 53 l2' Heoiln S tin 3 Tawnsh flavidaon Coun ~ P Q tY see clank of Caurt file 9!-E-sTi
L-15 N °D ' ' ~T~r 49 .348E 2/.50' ~ ~C ~~Q~~?~ ll\Li. L-16 N 73°0851 E 5220' Date Pre aced: Au ust 23, 1996
~ ° L-17 N 47°16'0l'E 30.36' Owner~Devel er: P 0 Owner~Developer: ,
~ Land Surveging and Mapping L-!8 N 76°0822`E 18.26' NEJ Mdrketln~Co., q 17-B Randolph 5tree4 L-l9 M 43°!5'35'E 48.95' R0. Box 1979 +fEd Mdrketing Co., ll,a. Revised. September l T, 1996 P.O. Box 1979
s Thomasville, N.C. 27380 Maifhewo, NC 281 U Bus: [phone] Fax [phone] (8W) 715-5533 MaiJhewd, NC 28106 if~ ~ 1 ~ 20!D
a h (8W1 715-5533
cR~PHic sate - fEer
_ _

CERTif7CATE OF APPROVAL FOR RECORDING CERTfilCA1E OF APPROVAL FOR RECD ~ RD APPROVAL t"flR RECORDING E}EPARTNIENT s7F TRANSPORTATION flaT
1 hereby certify that the subdivi~lan pbt shown hereon has bean found to comply with the Any development or cnnsrrncflon on thr lots shown en this pint must meat all The I hereby certHy that the plat shown tb 5ubdiNstan Regulations Par Davt'dsan County, North Caratfna, and thm such plat has been building and development rapviatians of the t~propriata local government unit or agency. protectMn nrdinarree and Js apprnved'1 that the p1m shown Hereon somptlea with the wmerahed QIUISiON ©F HIGHWAYS
aporotrod by the Planning Boardi8awd of Caunry Commissionarx for recording !n the otRce for renrding M tAe Regipter of Deeds o! ffia Repishr of Deede ar Datiideort County. ~ yrree and b approved py the Wdfershed Admkrfstrotor the Regipter of Deeds oMse. ~ PROPOSED SUBDiVlSION ROAD NgR6
~ , f 1, ~ CONSTRUCT40N STAt9DARDS CERTIFICATION
~ ~ (r .,.~~„may ~ 'i ! ~ r/ l ~r~ `lr _ ~ *~y1 Data SubdJNsion Adminlxtraror ~ Cho an Ptanntnp Board ~ cv'J 3t,,
Data Chokmarr, Planning I3narrd Data N'atershsd N'arorshsd AdmlNariotor i C~iaNman Re ew Boord AP RO P VED f SITE'
DlSTRtCT fNGIP~
DATE.
s d~~' DENTS RD F~RA'Y RD
,
' ~ vlclNlrr Nar ro sc,>RLE
a~'
f~ ~ , 'E~ d~
'S3 ~y0• in 4`'1 ~ ~ ~ aA~ 2 s ~ 1. tt~ g m
CURVE RADIUS LEN6'M DELTA CHORD CN.BEARING
1 0~ Z~~ ~5 cfla G~ ~ ~ a C-1 725.00' 628.97' 49°42"24" 609.43' N 72'2J'S6"W
. ~ c• , t ~~ti ca ti C~8 18330' 6955' 21°44'24' 69.14' N58°24'$6'!Y C-3 20000' 190.12' 84°28'00" 18309' S 83~8`52'W
O~ ~~a " ~Ep ~ I.~6r qG ~ C-4 28.00' 21.03' 48°11'23' 20.41 ` S 32'09'l0'W C-5 50.00' J16.48` 133~'d'43' 91.87' S 74°97'90"IY
~ 1~ 5 l 1072 `°u C-& 5A04' 89.70' 102°47'37" 78.15' N l2'86`W'E
v, ~ `pC1 ~o w C-7 5000' 35.00' 40°06 25' 34.29' N 843 02"E C-8 25.00' 21.03' 48°!1'23' 20.41' N80°20'33"E
~ ~g J~~ ~ ~ E~~ N w Hit w ~ C-9 2517:00' 7.88' t °47'57' 1.85' N 5T'08'Stt"E NiGN ROCK LAKE c-!o 25oao' 125.DO' 2s°38'52" 12377,7' N r2~2`r4'E
~ ~ p~ q1 ~ ° g1 w C-11 280.00' 1P4.81' 24°0f'12° !04.04' S 81 °!7'44'E
~ . ; a~~ 2 C-12 23~ 30' 88.52' 21°44'24" 87.99' S 58°P4'56 "E C-13 678:00' 123.22' /0°2734" 12305' S52°4&'31"E
1~• m 6'' ti ti ~ ~ ~ C-f4 615.00' 462.37' 39°14`50' 45338' 5 77°3743'E
°g 51 ~ 34 32
c ~ ~ ~ ,t 6" Q 1~ 40,000' SF ~
1'ba Og 3~' , ~E~ ~ ~ 1 1070 9/ ~ 3 ~
~0R S~° 6'b N . ~ N ~ 3z COURSE BEARING DISTANCE
cQ~ 35 `ti ~ L-f S 24°26'49'E 87:86'
G m ~Tj9 .N l o gt m g ~ L-2 N 56°08'13°E .28.16'
°E X36 ~1~ ~ c°'u m L-3 S 21°18'15"E 62.68' L-4 N 57°13'30°E 69.25'
,Ao # m W ~ ~ ,r roE~e ~ ~ + s ssa/ot24 E-. Is ,;5 ~ ~ ~ ~ ) 86°10'24 E-+ L-5 S 77°1 i'09'E 411.11' /92.42' L-6 N /7°09'4!"E 4337'
ur m -o ( Gi ~ J~ t1 90' w a' as 31 /62." L-7 S 38°P5'S9°E 70.16'
30 ~ % L-8 N 00°13'37'W 3500' ti~,l a ~ .a
rn p~ ' ~ti ~ ~ ~1 a+ i ,1 ~ i
~ w ~ h h t! L' Z~ 4a,,'
N ~ ~ ~ 30'X40' DRAINAGE EASEMENT' ~ ~ ~ 3~ ~ ~W ' ? (CENTERED ON P4' CMP) ~ 'g~ 4t` G P ~ 40//yy,~~~ ti
e I ~ , ~ ~ I r'•
~ .w $ s,
x 9 /~0.1 I q.ip48y, \ ,fig. 4 ~
p ~ G'~ 6~ p.,25. 019 r. ? ~ s ~ ~ \
~ ~ ~ c, ~ / 8 = AC !N R~~ ,T ~ ,.J g ~ ~
oC a ~ raa ~ / oe' tdy 1~ 15 +i90•~2 R~200 ~
"per ,~'i• p C-3 s ~ ~ , r ti * aF eW
m N 9~ ~ 27 ~
v T ~ ' rn~ G~ , @~~ 5~ 1 ,~p,,r 3~ Ns , ~ ~ ~o~X ~fl la 2.589' AC
f,Y~,, ~RRi ~ ~ , \ AFp 'VgG f , ~s, s
cr ~ d~ , ROCKY CODE' LANE ~ , n~ ~ h~ PtlBUC 50' PAW ok s x 906
p °2 9~ / y6 ~,6. ~ ,s,~. ~ ~ 1V1,4TCN LiN~
pa`~~ ~ i,~~,, r~ 5ti /I, . ~ttltTttltTlrT/t'ra ~'.J ~ L,, gib; > fOR MAP 4
5 N C'~R~~ t 1 ,J ~ ~ ~ ~ A. ti
c,.t ,°.,..•.,•r~t , a"' ~ r. ~ d0' X 30' DRAINAGE EASEME NQT~'5 ,C G~i~~l{~I ~G , 30' DRAINAGE EASEMENT C~~S~, c` ~`'~2 I ~ ~'b. 30' X 100' DRAINAGE
p ` ~ F(J !CENTERED ON 48" CMP) rp ~ ~ r NTEREO ON 48" CMP1 ~ ? if\ EASEMENT 'p ~ (CENTERED ON 92' CMP)
I, ALL LOTS TO 8E SERVED 8Y 1NDiVIDtJAL i 'n 50' 0"~ 04 SCSI. \
WELLS AND SEPTIC TANKS. ~ e-. .Z L ~ ~ , ~ 2. PUBLIC ROADS TO BE PA1~'D 20'. h 'p ~ A,i",~. '~4
3, IRON STAKES PLACED AT ALL PROPERTY 0 18• r~~~,•,fr~~ ,1 `T,;~. ~ ,
CORNERS UNLESS NOTED OTHERWISE. A• ~ ,{1}R < Sal., ,,r ~C,., 'ti'. 1 r~ ~~t~' . 4. AREA CALCULATED 9Y COORDINATE R#3 ' ~r t; (t~ ,,4
4s.zo L ~ ; ~ ~ ~ GEOMETRY. N00°32'01"E rrrttttyitf~~~~v CERT3etCATEOFOWNERStNPANDDEDICATiWV :DlCATfWV A'46? 87
I (wa) hlrsby certiy that l am ! wa ra•e 1 the awtrar(s) 'ZO 4 1, Charts Clayton Whkker, certify that This plat was drawn under mY supervision dascrlhad harem, lltat fM property is witMn the Subdlvfsld~ we ree 1 the. awnar(sl of the prrooperty shown and ` s wt1Mn the SuDdlrfsldn Jufadistbn of Davldaon
bq•~8- ~ , ~ lrom an actual swvay made under my superviskn fdaed deacript(an retarded in County ontl that 1 (we) hereby adopt thla plan of st~dM DENOTES STREET ADUi?E'S$ , 5 g5 0, z 8ook...>?St5__ Page_.6~95~t~); shat The boutrdaries not swveyed ae c/eorly consort and hereby eat~+iiah ap iota and dadlcaPo aU ehe; tpt this plan of s~dlWalon wtlti my (our 1 has A•~ 5~t5'08°E r and dedicate aU rhesn, olkya, wdAro, parka nrM SOT
m ind/cated as drown tram InfamaJien found In P/ar 8aak~~ Pagr~; that the other open spans to pubNc or priuate ase as norod ~ m m' ~ ratio of praciaion as satcoMted fs i ~ 20,000 that this plat was prepare4 ~ro ase as norod Cgs ~
F RI L0TE30 ESMNT N, ~ p~N !n accordance with G.a'', 4T°30 as ame~ed. Wfiness m original stpnatwe, _ Sa w ~ ragisrotion number, and sea! Mri< 2! day of ~ _ . A.D., 19
~ ----~-~F---~ l.- ''1a2K~YiNG 30'X26"DRAINAGE EASEMENT
~~t 1, Charles Cla ton f47~icker. Ra Isnred Land SuTVe or No, L-3497, certify thot Kris /at cn 5~ Y p Y p 0p3 / is of a survey that creates a subdiNeion of land wlthm The area ofa county nr Ow~r (CENTERED DN 92° calPJ.
• N 7 T ~ muMcfpaXty That bas an nrdlnance that regulates parcels aC Jand. DRAIN FIELD ESMNT" • ' / 4r
FoR tar 31 ' ' ~ - 1/ Owner
a~~ ~ .
I OWNER~DEVEI.OPER: ' KEJ MARKETING COMPANY, INC, r ~ 7e.y~~ final Plat of
P,O. 80X 1979, MATTHEWS, N,C, 28106 a a ~,OS,ye,E 5urvayar . Owner
1 (800J T 15-5533 .--m - The S rin s at ~i h Rack Phase M4 5
Raplxtraflon Number STATE OF NORTN CAROLINA 9 9 p A
STATE OF NORTTf CAROLiAN f, a Notary Publk at the County and State ofare: 'ounry and Slate ofareaold, errHfy that
_ 95_2853 t, a Notary Pubflc of the County and State aforesaid, carNry that Chalas Clayton N?flcker, T Off Hinhway ~ near Denton, NkC g J i
~0b ~o. a Registered Land Surveyor, paraonapy appeared before me ibis day and acknowiedeed the ex ution at The fore al instrument. iVimass my nd and afhcial stump or sec( Part of Tax Parcel 1, 26 and Part of Tax A©rcel 1, Ma ! ~A p
thtt.a day of 19. , ~ Proposed personalty v~pearad before me this day artd aakr Healing Springs Township, Davldsvn County me thb day and asknawtedyed. Me exesuNon of 1 e Deed References: honk 523 f'a a 824 and 9o0k 300, pa a 359
ups ~rLL~~ pp pprT ~~~~rr fr~Tp ~~rr t+#].ti.[4LG~7 ~~Rs i'~1.w:7 foregatng Instrument. M1lnets my hand and oflkF / d ~ g ras my hand and ofikkd atortgr ar sea6 fhb Seta Clerk 4f COtlrt file 91-E-671
~ CtG ti13~7Vlvit~lL`IIJ 11'1.
u I•nzld Surve end ka in !A!V ~NGi~gM day of 3`~g AP ~ rs.-~S. Date Prepared. July 2&, 1995
17ag Ra»dolpph street NOTAflY PUBi.IC Nary Polite M Thomasville, N.C. 27880 ~ :as, ,,e, ;~s. ~ ~
~ OpV10SON COUNTY NG m Eas: (910) #72-6823 Feat (910j ;72-2892 ~ _ ~ ~ 300 N~ lO0 0 lOr~ 200
MY COMMISSION EXPfAES ~ 13 +~Q ~ T 3N lliN~t?~ NQS0IA~Q Notary PuhOc Kosoinva
My aorrmlrian expbvs ~w/ tl~~G7~~ ~~Y~~~ _ F T , e a ,+c,. N ~ 10 ~ - ~ 7 GRAPHIC SC~.E EE
My,ai My,sammislon exp?res 7 ja
~r r

A~___._._
r-r'
Y
NIGH ROCK LAKE ~N ~ pgp~j e q a 4N DEPARTMENT Of TRANSPORTATION
DIVISION OF HIGHWAYS ~ r
Ag, P~ LINE IS MEANDERING CONTOUR
,~3g, PROPERTY PROPOSED SUBDIVISION ROAD , j-, CONSTRUCTION STANDARDS CER'f~?C~4TION TE ,Ls , ttR6H
9~' LINE At ELEVATION 685 (YADKIN INC. DATUA~f) fµ0 , w~p
0~~ - ' ~'u' APPROVED
/ RISTRI T ENdNE ~ m
Z / ~ p NIS Nf5 DATE ~ S/T~'
! Q°~ CONTROL CGNTRIX fi \ ~'O, CORNER CORNER
NIT ~ ~
* i 28°42't5'E 314.05'°-? N m N F0, ~ ~ 128,30' 152.40' ~ BEi!tT~'t RO MATCH ttNE' r Rp
R0~32~y ~ 00 33.35' /aS,AB, NRp° BRA FERR FOR MAP 3
2 5 N, /<^3Od F wcrlvrrY ~ror To sca.~
I7
SCA ~ N ~ cb' ~ y4,~ ~8' N ~ . 's' cb.
24 w ~ a ~ ~ Iv 23 ti ~ N ~ ,~Se
c+; use ( m !.000 : AC h 4, ti / r t' ~ 1.000 dAC 40,000` S ~ ~Q . ~Q9~ NS /,gds
' i N ~ 7P2 ~r ~ F 9Fti i ~ ~ 704 #.678 iJ9 %s/ /JF-'` /y ~ ' /3sts. C£A7~7CA1F ~ APPROVFY FOR RECORDING
, ~ 8 ~ ~ 21 ~ s. ~l , Q D ! heretiy certJfy that the subdlV7sbn ptaf shown hereon has bean found to c 3 A or~ry with the Dj°~a ~-\AGc~' Subdlvlslon RepafoNons kr DoHdtort County, NorM Caralirta, aAd that such.ptatha! deco
h ~ f; -'`~~''S+1fNT tpprovad by the plonnlnp Bawd/Bowd o1 County Commtsatoners far recdrdlnp Jn the ofRn of Nn Replacer of Desds o, Davidson County.
~ ~ s,~ ~ ~ Eg .W ' 9 20
.~l h 20'DRAINAGE fSMNT. ~ ~ / p 10' DRAIN FIELD ~ ACCESS ESMNt ~
(10' ON CENTER EXCEPT AS ~ - ~ 0 e f` SHOWN! N °i ~ q ~ ti ~ ro r C-5 C` Dots Ch an, Plo»AMp Board
l , 19 18 ,
' ~ ~ 4/ G J•Jg~ ,275.00 q° ~,g~ 25 . , ,~3 y R s3 j ~ ~ i~ ~ ~ 4 1.975 AC ti~
e5 M .1 •,A ~ q 1 ~ r ~ x.279 AC P , `3 ~ ~ 68 * 5e ~ >r 562
1~ h 8 M ~ My davato meal w constructhm en the Poh s ' bulldtn and 4aveld menf r uloNons of Me haven on th s ptm must meet all th~rtcy
' ~ ~ 738 ~ .225.00 \ h 4 R S dy'~ ,t.29 's8. ~ fF ~ p D ep oppraprlata .sc61 verm»ent unit w M 1
~ ~ ~ a ! DRAIN FIELD EASEMENT +Y ~ °4t ~ ~s s~ ~ ~ z
FOR L07 24 'S6° 0 /fir ~ -
, f ~ ~ OPME ~VEL NT \ a ~ QGp s o y Dots SuhdfWsbn AdmMJstratr ~ Ctw n Ptdnnfnp Bawd 1t \ DRAIN FIELD EASEMENT
~ ,yam ~ FOR L0T l6 h so ;~i>y, ny
/ s !ti t, ~ ~ ~ fy CERTA~1CA7f Clc ARPROVAC fOR RECORDiNS
, ~a ~ s ~ o S ae q, . ~`'6• 0
` !hereby cerNly that the plat shown hereon caappea rl~h .the watershed pretectlort rdNruttaa and da e~taved Ay the ~Ntrorshad Ac4MJxtstratar
d~ff M ~ 8~ti° ~ ~s3 s \ / \ kr reaordfn~ In fM Rr~ster of Deeds ofh7ce, >
`h { ~j eh1 0 ~ / .d ai ti / ~ Il eti~ ~2 ti o ~ i' ~ ~ - \ J t,,1~\ ~
MATCH LINE NJ i ~ , ~ • ti 4r Doh Naterahad i Ada~stratar Chatman Rewkw Band
FOR MAP 5 X90, o~yy CURVF TABLE ~o os F I .t: 4~ ~ _
~ 26 oQ~ ~o ~ Fss / ~ ! / ° CURVE RADIUS LENGTH DELFA CNORO CH.BEARtNG F`~i /?,Sd ~ \ 30'X93' D
, 1,934 AC ~ ~0 , y ° C-I !71,35' ° , , Sy . S3/ (CE RAAVt fSMNT. NffRED ON 4d' CMlal
~ 8U4 ~ 0 73,96, 24 43 47' 73.39 S 67 40 51 'W ~ ' ~ , ~ j ~ C-2 /975.46' 43!.96 Y2°3t'19" 431.10' S 73°47`05'W sQ'~ i~ /
/ ,3o'xlao'DR C-3 675.00' 47.14' 4°00'04" 47,13' S65°31' / ' ti AIN, ESMN7. ~ 23 W 's;Q~^ ~ (CENTERED ON 42' CMP) C-4 275.00' 63 98' l3°19'47" &3.83' S 56°5127"W / / " ,P~~'.,wj,~, dab No. 95-2853
o ,~C C-5 275.00' 15!.19' 3I °29'59' / ~r v h ~ 149.29' S 34°26'35'W ~ ~ C-6 275.00' 137.78' 28°42'24' 136.34' S 04°20"23'W e
\ s a / , ~ s 2 5.00' 53.12' ! ! °04 OI ' 5304' S 15 32`4 s~ ' ss\ '9a. s 'qa. Prepared By.
C°-s 275,00' 91.68' 19°06'05' 91.26' S 30°37' 9 E y~ 9 r t . ~ 15000' S2 E l , ~ ~ ~ , C~E~AIr'tLES C. 11H[CI(ER, R~IS
sr~ 30' ~ C-IV 31 t.83' 119°OS'36~ 258,63' S 19°22'23'W w ..r C-11 675.00' 45,OOA 3 43'I ! 44.99 S 80 50;17 W a ~ 9 / `'o Vic' ~ ,~..A & ;~SS{}CIATES, INC.
C 1 725.00' 48.33 3 49 11' 4332 N 80 50 / l'E ~ , , M' 2 200,00' 415.77' 119 06 36' 344,85' N 19 ~ 23 f N 3 ~ ~'ti0 M9 sa `ass, 2 / Land Surveying and i~epP~B +bcb, 4 ~•ti0 'C}7, ~ 3~q^a.~. 17-8 Randalggh S#reet
rj0~ C-!3 225.00' 407.25' I0 ~ , 9 3 42 16' 353 89' N 1 ! 4013 E ~i~, • h A°311,8"~'~g C-14 625.00' 4365' 4°00'04" 4364` N 65°3123`E `'i• ~ ~i\ , ry`0 TI?omesriile, I~,C. 279aD
3D' X 25` DRaN. ESMNT. C C-15 1926,46' 421.03' t2°31 `l9` 420,19' N 73°47'05'E ~ DRAM - a~F` Bu.: (Qlo} 47x-sans !'ax (Qio) 472-Zap 1 F~tJ FAStMFN' y
tCENTEREO oN 42' Cate) C-16 22!.35' 95.54' P4°43'47' 94.80' N 67°40'51 00 R,2 FOR LOT 19
A•415.77r j2 DRAIN FIELD EASEMENT C FOR LOT 20 IfN fIFLD EASEMENT ~G
FOR LOT 20 ~G 9. ~tn
r?s ~ OWNER~DEVELOPER: 'PQ ( KEJ MARKETING COMPANY, INC..
NOTES C'~ 4 ~ ~ ap F.O.. BOX 1979, MAT7i~lEK'S,- N.C. 2810b
Charles Clayton Whlcker, aarllfy that this plat was drawn under my supeCtdston from on actual survey mods under my superv/slan (deed descrJptlon retarded In CERTE'ICATE OF OWNERSHIP aN0 DEDfCAT10N I. ALL LOTS TO 8E SERVE J- ~.~a, '~tt` 11800) 715-5533 TS TO 8E SERVED BY INDNIDUAL HELLS C'Q % '"a~.
8aok-0S Page Mot the bovndades naf adrve ed are c!°ar , . (wa) hereby certlty that 1 am (we ore) the ownor's1 of the property shown and AND SEPTIC TANKS. lndlcoted as drawn fiom Mhrmotfon tovnd 7n Plal Book y r~age..^~.nThat the descrlbod he el 1C TANKS. ~
r n, that the property !s wlMln fho Subd7Nsion Jur'sdktton of DoWdson Gam. PUBLIC ROADS TO BE P ratio of prec;sion as ca/aulated !s I ~ 20,000 thdP )hts pt~t waa prepared County and that 1 { we) hereby adopt Mls plan of subdNfslon wtM my (our) fYee 3 IRQ(~/ $ !n aecordanee with G.S 47-30 ds am ed N7lness my ortginot sfgnature, TAKES PLACED A ROADS TO BE PAVED 20: 's 'PI "9
regiuallan ,lumber, and seal thl3 21i~ do of vi. consent and hereby est~Nsh aU leis and dedtcot° a!1 slraetx, a/lrys, waflts, pocks and y ---~`~'-Y - ' 19-~ oMer open spacss ro publk or pNwte use os noted UNLE'S,S NOTEQ pTNER~+Y~$E TAKES PLACED AT ALL PROPERTY CORNERS DYED o ~ rftER~vls~:
4. AREA CALCULA'E'D BY E Charles C/oytan Whlcker, Registered Land Surveyor No, L-3497, cert/fy that this plat ALCULA'E'D SY COORDINATE GEOMETRY.
b o-f a survey fhat cradles a subdivision of lartd wlMln the area of a county or ,~n+" munla~,oHty 11rof has on ordinance Mot regulates portals of /and, ~ ~ r''~GQ !<IS'T 1~.{ ~ W . s~eaC.
~ ~ DENOTES S1RL•~T ADt1M 4t~tgtlt~efirfF#` owner 1,~ :S STI7CET A013Rf'SS
i`4y CARD `r'~ ,"a
4,~5 ~ E'~c C..~o~.~.-wt,~ C . fir..) a,... 4 ° ~ ~ Owner s
I Surveyor ° . - L 3Gc nal Plat of 9f ti °a.
~ ; - d~ tA'.
~ ,P' ~'P,t. C`„y! Re lstrotlon Number owner `~'>r
The Spr: ~ s at H :ngs at High Rocn Phdse 1, Ma 4
`ydsJ ~ ~ 1,~,~ ~ ~~+~,~,,P STATE OF NORTH CAROL/NA r,`_ Lfrt; 3! N i 14' J, a Notary Public of Me County arM State oYoretafd, certify Mot ~ (CENTERED ON 30' p1N',
srATE DF NORTH cARDLINA i . ` ~ ~ Off Nl ghway 8, near Qel y 8, near Qentdn, N.C
d Notary PubNc of the County and Stara aforesaid, tartly that Charles Clayton Whtaket, a Re !stared Lond Surve or, peroanoll Part of Tax Parcel 1, M g y y appeared before me th/s day and acknowledged - >r Parcel 1, Ma 26 and Part o'` T P ax Parcel 1, Map 1
the a utlon of the Mr 1 Instrument Wltnass my nd and oftlala! stomp or sea, Healtnq Sprlrrgs Townshi, Mt day of - , 9~ . rings Township, Davidson County r~ .
0. pa,•sonally appeared before me Mts day and acknowledged the exacullon of the Deed r?eferenceS: BOOk rences: Book 523, Page 824 and Bvvk 300, Pa a 359
foregotr, lnstrJment INmess my hand and afNctoi stamp or seal, Mls -L`"`9. See Clerk of Court Flle 30'X65' DRAIN. FSMN7 C'~' of CDUrt File 91-E-671 tCEN1ERFD oN cMrl
4 p h day of f 9--L- . Date Prepared: July 26, s gyred: July 26, 1995 ' a,.
- 6, I~~3~~~ _ a 1 racy Pub(lc
rASV ~ue~ac KNAA~~ AID M. BIAR 9
o~vl~s~r~ cauNT~, roc N 1' A R Y P U Bl.l ! 00 0 N Notary FubJlc 0 100 200 300 ~ ETCH LiiVE
w ~r7t?~~ISSio~ ExRIR~s ~ DS4N COUM~. ~C ~A i My commislon exphes IS510A r ~y /Q i~ / ry FOR ~ 2
mRt G _ cammislon ex yes I GRAPHIC SCALE " f"EE7 MY Co ~ p SCALE -FEET 1" : l0~0'

G CAaNes Clayton NiSlckar, certify that Phis pint was dawn under my super»'slon STATE OF NORTH CARCLlNA /rnm nn actual survey made under my superv/slon {dead des+:(lptfon recorded M CERT~JCATE OF OWNERSHIP AND DEDICATWN 1fD1CATWN 5rA7F OF N4RrH CAROLINA
Book AS papa that tAe hourtda~(ms not srxveyed are dearly o Notary PuA/tc of the County and State aforrsald certify that Charles Clayton WtNcker, t f we h c indkated as drawn tram Mtormatfon found in Ptat Bacdc,^~, Pages ; thni the ) ereby ertlry tAat f am (we we) Me ownsr(s, a Registered Ladd Surveyor, personally myeared before ms thlx day and acknowledged dessrlbed hereby that afro pprtoperty !s wfthM the Subdivlal we a tAe o s o BW>~ AD w ) wner(1 f the properly ahawn and t, o Notary Pabfk of Me County and 3Yate aiaesald, cMMy that RqG~ FiA7
ratio of prac/slon as caku&tted It i ~ 20,000 ih+ot this plat rtes prepared Jhe a ecuNon of the fore o/ inatrtd»ent. Witness my d and afRclal awry or seai County and rAat l (we) Mreb t tAix !dn ofsubdl in accordance with O.S 47-30 os amended WlJnesa my vrlgmai slpnotu°e, y °d0P P 11 wfthM the Sutid/virfan ~kaf:diction of DdWdron y; ~~~~-lv iopt thlx plan nfsubdlvlalon wiih my (ow ).flea
reglsrgtion number; and seal thi t*r dq of p, , this day of , !9 consent and harehy eet~lhN aN tots and dadfcgta an stn s..~ y 3-~ D' 19`~ other open spaces ro puhRc ar private use as noted. is and dadfcdta all str»ir, ogeys, war, parks and ~ rata use as noted. ~6piE
1, Charles Clayton WAkfier, Registered land SPtt~royor No. L-3497, certlry that this pfaf
Is of a survey that creates a subdiWalon of land w1ihM thr ar®a of a county or munlelRglity that has an ordinance that rapulares parcels of land, i1R1 II A~hDA~d K~ t'jAQtL~TlrJ4 pdnonalty appeared before nro Nda ddy and aekrrowMdged the axeeutlon of t ~AR KC.T t z.~t'y C.A , a .Cx.tC.. n
r4,rY. rrtettrrrr, 1ntT L. INGRAM `}x`~ ~.bl~a rr"i, Notay Pab1/c s~ f rego/ng lnrtrument, K?tnaaa my hand .and ofllcMl ata~ nr reot, ihfs OMM! Sl 1 G.
day of Ild-~ .
Q rT'"''.,~~ U~VIOS~N GOUN?Y, NC X15 CRf ~ •(,.Ji,• a..•,. OtXi .~ANM
- - MY COMMISSIO Surveyor M cortvnlskn a es t Owner E BttR z~ A I~tHART
S~ Pal. : t~:. y xptr i ~ ,L : : L• 3c1 `i 0 ~ a1 R Y Notary PabHc DEN'fON PUB~t rRD
~ L~-~a~, ~ ~y;: ; .tr ~ ReplstraNon Number NRtE FfRR OAYigSON COUNTY BRl ow~r , NC 9-~P -q
aommishn ex kss ~ Ctr~m~saioQ E - pr 7 p t~ VICINITY MAP NOT TO SCALE .,r -
~frt i~~t 1
rti+tPttitsrtc`li
PRQPERTY LINE IS MEANDERING
SJ7 CONTOUR LINE AT ELEVATION 665 (YADKIN INC. DATUMI
r%~ NOTES
' ~ _ t. ALL LOTS TO BE SERVED BY 1NDIt11Di1,4L ELLS AND SEP7tC TANKS
H/ ~h' R HI 2. PUBLIC Rf1ADS TO BE PAVfD 20'. R- 3. IRON STAKES PLACED AT ALL PROPERTY CORNERS UI~ESS NOTED
4CM OTNERWtSE.
. ° " N 37 02'30 E N!S - CONTROL COR ~ _ ~ 4. AREA GALCt~.ATED BY COORDfNATE GEOMETRY.
~ ; 2~ 98.04' .HER N 44°2731. E'-. NJS - CON7R ~ 257..33, 462 29' a CORNER 1t"i o5
~ ~ f p ~ 2 1630 204 s~ ~ N , 0{YNERIDEUELOPER:
~ c0 Nrs 14 2755' ?19, KEJ MARKETING COMPANY, INC. P.O. BOX f97'9, MATTNEWS, N.C. 28106
o y I i (8(X7) 7l5-5533
N {.137" AC ` ro +r, ~ N M 1 t. Q~ s ~ ~ 8Jp• J60,,,
4 W X11 ~ Its * <9 ~ ~ ~ s ss° ~ 13 ~ ti , r'3'8p 2t F X59° , w w~ cy?, `~b,~, ?3Qq , x DEfNt7TES STR£ET ADDRESS 2qy,
s
Nis * o o ~ ~ 12 cx a c 160 . 1 a o s ~ I, , s~ # 1629 cPR~R ~ ' o' ~ y 4'Q ~ 1 1 a~ ~R' _
f 4 h. F
M t N 39°25 24 "E l ti
~3s 1s a \ R. 3 N t /N i g N48n " + 1.3/ ~2 5 103 ~ L_ _
/ ~ s iii ® S ~3e~,0"~•.,,4 50' y ro ~84p ' i ,w 63 12.54E ,
o13W
~ ~
~ air ! a 1 \ / M N e / 2/0, f~, l 44 42.55. E-. 305.63'`.
o~ q ~ ~ ~ i 127. m,
q.~ , ~ ry 1 ~ es~ ~sas 9 ~ ~ ~
~ ,`t nj 1 1
d~, M ~ 1 R?S, ~ q./ ~Jp.~ 4+ ~1~ ~'A tp a ~ 1 W' S, '47 i y ,iy 40,q~, M ~ 1 !
/ hI' ~ V ~ \ ' ~ _ \ S ~
°0 17 #Id69 ~ q , ~ . h ~ ~ 40, I ry 6 e ~ ~M 6p aq~" ~ ti
~ ~ ~ ~ 1.254" A W c? c
~~qTa S ~~RERVEDFOR 8. S, Q S ~gy, E DEVfZOP,yfNr s s~ \ ti a ~ al ~ ~ h
1 ~ of ^ +i3~ 4t,~st ~ 4
S 4B°40'5 Ess fS,yM7 h `~o. A 14.21! ~ 4 , t ~
d ~fc F 12a 89' ~6, ~4 9.63' ! 1 pr
~pf~ ~
S 5/ a/34 . ' 42tkj, ,q, I ~ t /3
h, ES,~NT. F
•~G cuRVE TABLE '~C/ c. 7 129 ~'G 2 ~Aa A"3rp .8~,
, sa 'le" ~ MATCH LINE Riy ,,Q
CURVE RADIUS LENGTH DELTA CHORD CH.BEARING ~f I$ GS q~ c, FOR MAP 2 SRI q.,? ~ ~
C-1 700.00' 345.50' 28°18'46" 342.00' S 38°1845'W 0 0 . I 'c ~ 5 42'!0'22"W A`~4 J``0 P 5.83' q.
C-2 750.00' 478.35' 38 32'37' 470.29 S 8i3 28'40 W ~TCN L~N~ C°3 825.00' 87,54' 8°01'31" 87.47' S 74°42'13"W ~lIC C~/ R\ yr c{~.
c-4 x25.00' 15296' /3°5020' r5a.5s' s s3°48'18"W FOR MAP 4 1 C-9 25.00' 21.03` 48°11'23' 20.41' S 32°45'26'W
e o r C-6 50.:00' 55,14' 83 11'17` 52.39' S 40 1523'W r s
C-7 50.00' 64.43' 73°49'58' 80.06' N 7l °14'UO"W .?v ry C-8 50,00' 57.22' 6 ° 4' ` s d / , 5 3 ~ 54.15' N 01°31'58"W ry .,~bybB" of ~/9i "Y
C-9 50.00' 64.39` 73°47'27' 60.04' N b8°08"47"E ~ i~ ~ w d C-!0 25.00' 21.03' 48°fY23` 20.41' N 80°56'49'E ~ ~ q~.'~2F
C-1 ! 673.00' 57.04' ° e . ,4r 4 5029 57.02' N 59 l8 22 E ,
C-!2 675.00' 181,93' 15°28'35" !8(.38' N 69°24'54"E h ;'S DRAIN FfftD E+4SfMENT 0-13 675.00° 18.61' 1°34' ° / 8 48 18.81' N 77 55 35"f aR 4 . FoR toT Is ~Nr FUTURE
C'!4 700.00' 157.26' 12e5220' 156.93' ° Nti. ~ C-15 700.00' )40.00' I1 °E7'33' !3977' N 60°06'52 E E DEVFtORMENT
C-l6 700.00' !35.00' I i'03'00' !34.79' N 48°5!'36 E ~ C-f7 70U00' 14.20' I~'44" 14.20' N42°45'14"E 1
C-18 750.00' Il5.60' 8°49'53' 115.49' N48°35'19"E
C-l9 750.00' 12957' 9'53'56" t29.41' N 55°57'!3 E C-20 750.00' 125.00' 9°32'57' 124.$6' N 65°40'40"E
Final Plat of
CERT~ICATE Df APPROVAL FOR RECORDING The S r>i s at N h 14vck PhQse P 9 9 1, Mp 3 p
1 hereby cartNy Ihnt the subd/vislon pint s own hereon Aqs bsen found to corr#iywlth the
Stedlwlslon RepulaNona for Davidson Coun~ NorM Caroilna, and that sucA plat has bean
95_2853 approved by the P1annNrg BaardBaard o} County Commissloners for recording In tAe ohiae fOb i'~0. of the Register of Deeds of Davfdson County. DEPARTMENT of TRANSPORTATION Off Highway 8, near Denton, N.C.
y DIVISION OF HIGHWAYS part of Tax Parce! 1, Map 26 and Port of Tax Parcel Map 25
~ Pre ared B : ~ P Y r r, PROPOSED SUBDIVISION ROAD N8tlling Sprfngs Township, Davidson County
y rit7 A DT L'f[+ fr '~L7Tfr~+~p ~fi ,fir Date C mq2 PignnMg board CERT~7CATE Of APPROVAL FOR RECORDING r J,.tPrk7 4 ~~rv t1 jry~3rst~lfs+,Ll~stl:Lt .W thereby certtly Phar fha p1a1 shown hereon Res with the watershed CONSTRUC710N STANDARDS CERTIFtCATiON Deed Refer@RCB9: Book 523, Pa a 824 and Book ,30~, Pa 8 359 9 g
tWsJOlrltlissils INC. prnteatlon ordhradce and lx approved by the Watershed Admin/xttator rUh the watershed See Clerk of Court Flie 91 -E-6T 1 f Admin/sttatar "
~ Land Surveping and Mapping Any development or aonstructfon on the lots shown on rhtx plot muse moat a!! the far r+cnrdinp to ifie Ra,tfxter of Deeds otNce. in p btdtdl and deval ment re ulatlons of the p go p y ~ 17-8 Randa~~lt h Street np oP p aggro mate local varnmant umt or o ena . APPROVED Date Prepared. July 26, 1995 DISTRICT NGINE
ro Thomaeallle, IY,C. 27360 i . 100 © I DO 200 OIO
~ (1 ~ ~ a seas (elo) ~~~-zeaa I J ' ~,i Date ~ Watershed Admlalsfratar ~ ChakmcT~Rev)ew Boar DATE
Date SuhdNislan Afkninistratnr ~ CAa1 ' ?lanning Board Cliaktnc7rRev)ew Board G GR PH w a
A 1C SCALE -FEET ! lOD

rvtw PK NAd, /N p NEW PK
t, Charges Clayton WhlrkeG certify that ?hJa plat was drawn under my supervla/an from an actual survo-y made under my supeMslon (dead dasrrlpflon retarded in ~ NARBORGATF DR1Vg OF i/Wy AT Q lNTI;•RSEC710N
8ook_.~.~._. Paga+~~~~~ that the boundaries not surveyed era rlearfy Pndtratad as drawn Pram lnfarmatlon found to Plat Book~_, Pape.~_; that the DEPARTMENT OF TRAN . , ~ '4ND hWRBORGAtE' DR/l~
ratio ci precfslan as ralcufatad is ! ~ P.O,ODO that fhls plat was praparod $PORTATIQN ?n accordance with G.S, 47-30 as' amend ed> Wltnass my orPglna! stgnatwa, Qeu~$ION OF ~{~GHwAY$ ~fi~ ~ ~ ai swAM~ ~D N 83°!5'55 "f 6N k~ ~ ~ ~ : , 104.03' 3 ~ 3
rep/sradan number, and Baal this_~_ day ofr,~~,~,,~~ , A,p„ !g~ 14 d ~ r ' to ~ ~ a
PRpPOSED SU9DtVISION R4r~ G Cnoriea Clayton Whlcker, Reglatered Land Surveyor No. L-3497, cerllfy that this plot CONSTRUCTION STANDARDS CERTlFICAT{ON
?s of a survey That cro-otes a subdivision of land within the area of a Bounty or munlrJpa!!ty that has an ordinance that raga{area patters of land. - ~ ~ V l1+ i
e~,,,Rtraere APPROVED .Oi I
i,~`° ",~~1 to°sra DSTRiC ENGINEER ~ SITE „ h ~ L I,' ,
'~a~%'• DATE ~ ~ SIGHT D/STANCE EASEMENT m
, C;~1tJ ~ : ~ . ~~,~,~„P.~.... 4 13010 5F - by D.At:D.) 'r ~J
Surveyor ~ ~ ~ N ~ ~ DENiD 30'X 3D'DRAINAGE ~ /
; _ ~ ~ ~ ~ ~ ; ~ Re Jsha b % p tfon Number ~ ESMNl v °`~'a ~ BRINd-E fI:RRY RD N n~
C°22 ~ av .306.3E ! $
t ' 4 ar~~V 'titi r" m _ l . v1clNrrr MAP Nor ro scALE ° ~ t,,~ ~h
~if~ ~ titi~ 5TA~'pi1AC1f4~1 CAR01.1NA 0 c
6 a Netarp Publlr of the County and Sto?a aiorasaid, certify that Chagas C/ayfon Whkker, C-20 ,246.31 /y v p 285 ~ ~ 9,g 7 Q
a Raglstared tend Surveyor, personalty appeared bafare ma this day and acknowledged the ration of the fa g In Instrumen?. Witness my d and affJc?a! stamp ar seal A 2 4.20 , ~ 8\ N
fhta day of !9_ ,9 laa o a~2 °S ~ Q y, ~ 30'X30' DRAINAGE ? ~l~i v 1~ 6 ~ / 2Q p 2513.19' A~273, v,~ .
C C-2 ~
~
y 2p?:2 SIGHT DISTANCE EASEMENT G'i ~ ~ 11315 SF - by D.M.DJ ~
111~~ L. lNRAM _ ~Q~~~Y ~~~L~~ ~ Nat y Public g39 P`
Ut1Y lIi~U~ Ul7Ullt lj IlV h~ ~
MY COMM#SSIUN EX~iRES . 1~e .322 ~ G' G P
My commtslon +xplres
h, f' 0'~ l
`~r N A~ , ~ /
c&enrrr;A;~ ~ owr~E'RSNtP aNp pEprcAnoN 'x`~ oas„~a.y~ ~ ' °1
3b EAS6M0.wT 4 t l wa i hereby carNfy That r am (we era # vhe ownar(aJ a1 the property shown and ~aV ~ ~ ~ ~
~6 5' dasrrtbed herein, that the property is within the Subd7vfalan JurlsdlrtPon of pavidsan ~ ` County and that f (we ;hereby adopt this tan of subdtvlalan P with my (our) fro-a ~ 3 ~6 ~ 5
consent and hereby est~tfsh oil rota and dedicate o11 streets, oNrys, walks, parka and , a?her span spores to pubflc or private use os noted. r~~'11 o M ~
, Z 9°'rt'' °e~?i,su~e ~9+l~+NaT
_ ti~~.~ C'~,t).G2.K,r:.~~ts.Ca, C.b~.ir3G.. ~a,cMa.w~ L_g A•~3 !39•sa~
Owner
_ G,~ti X39,66 CURVE TABLE
Owner g` Qa A8 L-3
\ X66 5 4 CURVE RADIUS TANGENT LENGTH DELTA CHORD CH.BfAR1NG
P G 3o r 3~' owswuA Q~ 0 C-I 205.00' 14n,47' lac a! ~ cc~nbn" 23;.TC' S &7°35'19"ii
owner A{' ~3 use- . ~ C-2 255.00' 151.54' 273,46' 6 f °26'37 28054' S 64°13'24"W C-3 36252' !30.87' 251.19' 39°4/'58' 246.19' S 75b5'43'W
srArE aF NaRttl cARa1NA C-4 915.00' 16274' 322.41' 14"3708' 321.04' S 43'4670'W C-5 275"00' 87.16' 168.8!' 35°JO'20' 16618' S 53'S2'46'W
t, a Hotary Pubflr of ?he County and State aforesaid, cerfitfy t at ~;y s C-6 225.00' 151.38' 266.48' 67°51 '30" 251.18' S 37°32'! 1 "W
i~ ;4 t ~ ai ~ C-7 275.019' 81.79' !59.00' 33°07'38" !56,79' S 20'!0'15"W C-8 525.00' !02.27' 2020!' 22b2'46' X0.76' S 47°45'27"W
p ~ 2 C-9 725.00' 92.27' 18350' l4°30'22" 183.06' S 51°3('39"W C-10 775,00' 55.28' !(037' 8°0934' 11027' S 4802/'15`W
~ U efaaRaiff p appeared before me 1hh day and aaknowiedpad the execution of fha `,'t~ J C-/! 725.00' 33.60' 67.16` 5°18'26' 67.13' 549°46'48'W
forapainp tnxyumant. N7rness m hand and a -aT (V i HEALING SPRINGS DRIVE PURL y IHelat stamp or sea/, thJa ~ [ ~R1VE PUBLIC R`~W C-12 775,00' 3392' 1178' S°18'26" 71.is' N49°48'49'f r3 72600' 51.71' !03,25' 8°09'34" lo31s' N 48°2l'15'E
i ' y f -'---~J- , ,s.L~.. ~ ~ ~ f5.5(~J Acres Cvlculated b C-t4 i75,00' 99.63' 19&.21' !4°30'22' 195.69' N 5l °31'39'E
c ~ ~ ~ e ~ ' Calculated by b.M.~.~ C-!5 475.00' 92.53' 18277' 22°02.'48" 181,.4' N 47°4927'f C-l6 225.00' 66.92' 13A~09' 33007'38" !28.29' N 20'10'15"E
~ / C-1 T 275.00' 185.00' 323.70' 6T°51 '$0" 30699' N 3'i°327 ! `E C-!8 225,00' Ti.31' (38,12' 35°10'20" (35.96' N 53032'46"f
Ald~~ ~ P C-19 1023.00' 171.09' 33905' 18°57'08" 337.50' N 45°46'10'F C-20 41252° !48.92' 285.83` $904!'58" 286:15' N 75'43"f
CS ~ ~ ~ ~ ~ Notary Public G.1 Q ~ f $2 N C-2! 20500' 121.83' 21984' 8!°26'37" 20946' N 64°13'24"f
SU9~ COUNTY, _ a 26 DAVID _~~-9? ~,,~/y r~' , . ~ C-22 255.00' 174,i4' 306.38' 68°5028" 288.28' N 67°55't9'E
My commis/on ax Has -r~--.-( ~ i SiOA IPtt p 27 ~ y0 E ~r9mCR19 ~ ,..r.. at}$
N5$ LINE raeLE
Q~ Ol 30' X 30' 1~ ,~'QI ~e2e,,$ DRAINAGE ESMNT
b ~2 , g J ..7$,0~ COURSE COURSE BEARING DISTANCE
~ p z \ ~g ~ L-r L-1 N 7739'27"W 11364'
1~ $3• 3ow3a' oaa~aN~e. L-2 3 ~ ,9 ~nac~r ~ ~ L-3 ~ a c ~ L-2 S 55°!4'44"W 247.13' L-3 5 7i °27'56 "W 139.6'
~ G 3,2 r L-4 L-4 S 36°44'04"W 40.2b' L-5 S 44°16'29'W 9012'
''f h ~ 9~ L-6 L-6 N 44°16'29'E 9012'
3 dA 12 G~ L-7 N 36°44'04"E 40.26' L-8 N ll °2T56'E 13966'
t1 G~ C-9 6.12 9 "V) L-/0 C-9 N 55°14'44"f 247.13' L-/0 S li°3927"f !13.64'
L-1 ! S l2°20'33'W 50,00'
aJ2 aj,~ CERi7F1CA1E OF APPROVAL FOR RECORDfNG 5 26 ! hereby certify that iha plot shown haraan camyfles with the watershed
a6'j• i proterilon ordinance and is approved by fha Watershed Admfnlsfrafor
~ 6~ C'1 for recordlnp In the Register of po-ads office. LI L1Nf TABLE FOR S1GNT DISTANCE EASEMENT
~5 / r 6~' SdGNT l ,
_~~i a Date Watershe4 Admminlshato~ r i C COURSE COURSE BEARING DISTANCE
d~ Q ,~aQ halrman Revfew Board Flea! Piat of
N ~ S N L-/2 1 ~ ~ L-f3 L- I2 N 05°10'26 "E 274.8P' L -13 S 02003'5! "f 99,92'
E12;1 L_i4 S L-i4 5 03°31'S8'W 10356' The S r' L-15 5 os°33'39"W 7364' p 11185 at .1-11 h RDCJr Phase ~ Ma
~ L l5 S MATCH LINE FOR MAP 2 CERI/FICATE Df APPROVAL FOR RECORDING L-t6 h 9 p! L-16 N 773927"W 1000' ~ h~-of Wa De 'c
w L-17 S 1 hereby cerllty fiaP fha subdivision plat Shawn hereon has boon found to romplywlfh the L-/8 $ L-17 S 15°Oi2T W 7552' ~ y ~1 at1OC1 L-/8 S 21 °14'08'W 104.65'
Subdivlsfon Rapulaflons Mr Davidson County, North CarolMa and that such !at has bean L-(~ ~ ~ approved by Fha Ptonnlnp BoardfBoord of County Commhstoners !ar recordfnfl In the +f1Pce L-20 L-19 N !5°29'35'f 179. l0' L-20 S 77°39°2i'E 10.00'
of the Regbter of paads of Davfdson Caunfy. ~
JDb tVD. 95-2953 ,j Off Wlghway 8, near Demon, N.C.
~ 0. cA Dale a, a/rman, PlanMnp Board Part of Tax Parcel 1, Map 26 and Part Df Tax P r a cef 1, Map 25 Heating Springs Township, DavldSOn County
Prepared By:
~ OWNER~p CHARLES C. KEJ MARK THICKER, RLS OWNEA~DEVELOPER: Deed References: Book 523, Page 824 and Boak 300, Pa a 3~ g 9 KfJ MARKETING COMPANY, INC. See Clerk of Caurt Flle 9!-~'-6TI
~ AS aOCI.ATES, iNC, P.o. Box P.o, Box ls7s, MATTHEWS, N.C. date Prepared: July 26, 1995
any davefo 281 ~ ~ Land Stu`aeping estd Mapping pment or conshuetlon on the lots shown an this plot mart meet alt the galas I (aaaJ 715-5533
17-H Rand91gh 5~T'08$ ballding and development rapulotlans of rha appropriate loco! government unit or agent ~ ~g0~~ t '1~omeuvville, N.C. 2738(#
a }3ua: (9S0) 472-5629 Fay; (940) 472--2862 i~ m 240 O 200 400 600
m - ~'~1t4hS pale SubdiNaton Adminlstrator ~ lrman Planning 8oara
GRAPWIC SCALE -FEET 1 " * 200°

. ~
CERTlF7CAIE Of OWNERSNlP AttO AFO/CA770N STAlE ~ NORTH CARGYINA ~ y _k" € i„ k,;
1 t we) hereby certify that f am (we err) the owner(s) of the property shown and destrleed herel2 tgdf Me property !a w)thM llti St~dlvJrPon .kmladtcNon of DaNdson rty shown and 1, a No ory P~Ih of the unry and State afareaaid, Bert/ty Jh ~ w~p RD at Davldaon ~ , g R~ FIAT 5
~jnr County and that I ws) hereby adopt this plan of suedtviskn with my (our) tree ~,Q eonsent and hereby estaeNsh ail lots and drdkate ~B streets, a)Mys, waika, parks and (aur) hee ~ , ~ ,1' HtJ ~ i` J' ~,i aiks, parks and
PROPERTY LINE 15 MEANDERING CONTOUR L1Nf AT ELEVAT70N r Ff' other open spaces to pubNr a pNvote use qs noNd a , a t;A1E
ss~ (raaKrN rNC. aAT~IMI 8 To ~4 ~~~d~i „ C ~ HARBOR rtE~,~. ~~'J
~c~ MAa~t~r,~ Cca. I.ac,. q ~ personally appowed Drfon me fhb day and ocknawledged the uflan of s ~ ~ ~ S.v~l ~i. ~ ~ i ~ rbrepoAp krafrumenr Wliftesa my bond and olNalal stamp or seal thh
s S Owner Owner
~E day of 19 r ~ x m S11 G
~~11 Ra 2 ~ ~3 cA' r
N y rr. '',b• Owrror AA f ~ . L ,t~~G
• 4 Ei c~ ~F ~ . Z -t g ,S ` ~ ~ ~ Y p ~ N ,NafarY PubAc ON RD ~ o U iC. DENr
~N o 's ~z+ h e Owner a Dl~YiOSt?II r~~ Frax~'~~ Ow ~~.r B o
t^ 'C}s, ~ eM ~ c~. Cl 7 My commtakn expYea 9-l`~ .
~cc. ~ 0,00' g- ~ eiP y p ~ ¢8,87 3 ~a ccNlq V!GlNIIY MAP NOT TO SCALE
i~~s, of
.~25 00 4A~2• ~~R CERTi7C,9TE OF APPROVAL fOR RECORDING CER7)F7CAff OF APPROVAL FOR RECORDgfG
Qq yu0. ~7g6, N p ~Y N ~~4zs` p h; R~ ~ 1 Asreby serNry that tAe plat shown hereon apmpflea whh the watasAed h; R``~ protectlort ordinance and la proved Dy Ms WotsrrA°d Adminhtrotor /hereby certHy that Me aWrdlNaion plot shown hereon Aas been found to aompfyelth the
0.00' 28 ~ 3g"g5 M,Q 3 qO ~ ,45 M,q for rocordAry At Ms Rsghter of Dreds afAce. S+~owd D R ~ulatJons Mr DaWdson County, North Caroflrm and that sucA ppl~at ha0 b°en / \ appro y annArp &+mdrBoard of County Commhalomrs Pot reeardlny !n the ofRee
27.36' S 6g• , of the Register of Daeda of DoNdson County. ~ ~ ~
ly;p~`'8`E m 2 tv _l. ~ C -T~ Date Watershed Adminfsirafor i AaA^man sWew Board
w y Data on, Pkmning Board
~ W N W ~ 2 ~ S
~ .{s m A WT 3 t Ac Q
w ~ ~ (.523 _ 8/YTt y ~fy /,g
4 m 17~ Ac 2 m N FUTtJRf 1,3 ~ r130 ~ w ~8p~ Any development or consNdct>on on the !oH shown on Nor ptat must meet o11 the puddAtg and developmsnPreguMfkna of the approprkts loco( govermnuw unlr or apeney,
~ t c , DFYELOPMENT z J. ~ p9 A 41326 v cn ~
~ a ~ ~ 13 452 a AC 3'3O w cn
f i ~ GURVE CURVE TALE Dafb Suhdfvlabn Adminfstrotor ~ Cha Pidtrrttng Board
` ~ CURVE RADJUS LENG11i g LENGTH DELTA CHORD CN.BEARING
N e-1 617:ls' 231.06'
MArcr~ LrNE G-2 79aVE.63' 15946' ' 231.06' 23°1825' 249.34' S 58°46'49"W ' 159.48' f e13'04" 139.4'8' S 71'02'33"M'
C-3 629.41' 32&94' MAP 3 c-4 750.00' 12.s1' ' 328.94' 29°5625' 32521' S 88`3T'17"W fie ' 12.61' 0°57~48~ 12.61' N 78°33'25"W ~a CO,p
G-r c-9 7J0.00' 14300' 14300 ! ! b4'38 !44.77 N 84°54 38 W 'k`'R
A• 123.00' G-6 c-s 73(x00 l2300~ _..r-~ ~ • lz5 G- r 79i0 00 12300 ' !2300' 9°32'57" 124.86' S 84°46'35"W ' !2300' 9°52'37' !24.86' S T5°l3'37`W
q•407 C-6 10Q00' 38Q44' ' 38Q44' 31'0821" 375,77' N B6e0!'19'E ' 335.06' 29'5625` 351.04' N 86°57'!7"E
a '52°E •6/ R• C' S \ G-9 B7B.47' 3'39.06' g 19 32 ~ A• /4 c, C- l0 7952.63' 16tt33' ' !81!53' 1°!3'04' 160.52' N T/ b2'33`E
50.00 q'/? P C-1! 20300' 303:31' A•3 \si• C-!2 225.00' Ilf>.50' 303:5!' 8414943' 278.54' S 22°50'53"W MATCH LINE i 16.50; 29°4000; r 15.20' s eo~5'45`w MAP I
X44' '~•7 \ C-13 273.00' 28Q50' C_g ~Cb \ C-14 233 ]3' 128.44' 28x50 58'2633 268.50' s s5 42 26•w 128.44' 28'46'33' 127.09' S 50'SP28"II'
~ \ C-!3 4T3~00' drr1B' ~ \ G - I G 4£5 0G' 737d' d~48' 8'~'4T Bp.J6k 9 BUelT2L ~W
C-t7 305.73" 15399° 737d' 9"3647 7;6.3 N6O°if'2r E A 15.55° 28°48'33' 15!.94' N 50'S2'28`E
` d0 C-!8 225.00' 229.90' N~ C-!9 27'3.00 14,2.38` 229.50' 58'26'33' 21968' N 65°4P28`f 1439` 29°40'00' l4Q80' N 80'fk3'45"E
C-20 25300 377.34' 3 , C-2! 667.19' 271.40' 377.34' 84°49'43" 34399' N 22"30'S3'E
8, i, C+ ..,s C)ayron 9ftlcker, certify that this plat was drawn under my suparvlsbn S?d '3A,p /9y 271.40' 2311825" 269.53' N 58°46'49"E ,l~g6 - A?~ 69
from 3ctuai survey made undo my supervision (deed dsacrlpthn negrded In '2A, Bocr Page.~'~"3~); that the boundadas not sumyed ae clearly - 5 30'
lnd;; as drawn bom inMrmotfon found 1n Flat Baak ~ Page; that the c~ rar;r praclston as calculated is 1 ~ 20,000 that this plat was prepared ;._~...30 RRAtNAGE ESMIYT PUBt.IC RAW
Irt r? a-rues with O.S, 97-30 as am~n~ted, N7trross my arlQlna7 slpnature, ~q , ~ (Ce'NTERED ON JO CMP) red .n number, and aeai Ihls~e_, day ot_._.~j~,_____ , A.O., 19,~ 8 ~ RINGS pRIVE ~ g _ MEALiNG SP c' ~ .e i7.?
a .25 ~ •~Y A
i c ' ,Claytan Whlckar, Repluered fond Sarveynr No. L-3997, cerNry that th)a plat f ~ v~° A.3Y 3 !2A is , wrvey shat creotea a aubdlvls)on of land w/tAln the areq of a county ar dj~ya~ -2 ~ 570'26'01 "W G"1
mar, ,ably that has an ordMance that re®ulates parcels of land.. ~ R•626~#~, $ 7~ 12A,45' G 23982 01' m ~ ° ~ A • 19946' R •7502 ~ g' ~ +ti S 7!. 39 04 W `w A' 66~. 136 ~ m
wcturstih 4t r flyer' 30' U?A*+»ut''~ 1RA'bXrnlEaT AC IN R ao 7°o w ~ 3.944 A.27~• .2i a w ,
;1 ~ 'Ir(~f ~ ~rr ~.EvY[S~ED eta Gxte~~l~cs c+~Tt~ . G ~ O m 'T1
w A'~5' U y C`9 673:97' N 71 ~ •E 16506. ~ a " 53' R•7562.&3' N 70°26'01 y y lO 26'01 E _
~ s. ~l iy 5urwyor !2i N 7!°39'04 E-' A" Imo' 44.76' ~ G-10 ~ ~ 1~1 12345 c~
I Ft~r J l Q- ' r - w
?s' lh'; Reglatration Number 4 ~ t 0 ~
~~~1~1;G;I~ , . , ~ .5:, OWNER DEVELOPER: ~ Y
~ '1 ~ r ,,t' m KEJ MARKETING COMPANY, INC. ~ FUTURE
tr'~rliltiill+~''' 0 P.GI $OX l979, MATTNEWS, N.C. 281016 stnr~ car NoRTx cAROtINA ~ 1 (BOOT T (5-5533 \ "1? ~ DEVELOPMENT
1, a P€ctary Pub1)c of the County and State aforesaid, carrlty Mat Charles Claytan Whicku, ~ t~ ~ ~ ~
~ 1 a Rev stared land Surveyor, persana)ly speared Deforo ma this day and acknowledged ~ ,,tG'`~ the ~ acutlon of Ma for ai p instrument. Wlmeas m d and oMcla/ stamp or seal St Q ~?f FUTURE s~'~a, ~ 8 DEVELOPMENT F~f h ` •
Mls day of , 19, ~ U i yi"i A? ~.~,~c ~ 4 ~ ~ ~ ~
r!i "Q c . ~ af~~ g`
~ C>~ ~ 4~
~ , c~ a~'' 1AN L. fNGRAM ~ ~ ~ P`' ~~p
~ NOTARY PUBLiC tary Paella ~ C. C-13 3~
OAVIOSON COUNY, NC ~ ~ R~273.a0' G-12 G°/2 e1g'45"~'
MY COAiMISSION ~XP(RES . ti \ ~ R"~~~ R•229.00' a ~ 225.00 25a 16.50'
~ ~ ~ ~•rls.5o' My aammiaran expkes
,1 Final Plat of
C~la~ ~ ~ 0, R•2?3.A0~ +255' Ak +Q29'S MATCH LINE 5a•53 R •12s• A c-!6 a.,,~~ 2gQ,oo N ~11g 45
MAP 4 G 5•~ 65°15'45 W A R•27300 R•a1.48' S ~ G~18 R•2T5O0'
A'82 > .le R•w The S !'in S at ~'IJ h Rock Phase l ~Q 2 ue~ ~ 9 9 p ~o ~
Y COVE
3' .5~ 1oa, °W ,r~ 13 ~ ~ ,l851 A ,305' DEPARTMENT OF TRANSPORTA110N ROCK
a Job No. 83'2853 r, 5 55 } R G.l1 DIVISt4N OF HIGHWAYS Off Highway 8, near Penton, N.C.
} N 65°15~45~E N ,13.78 , 54.53' PROPOSED SUBDIVISION ROAD NOTES Part ~f Tax Parcel is Map 26 and Part of Tax Parcel i, Ma 25
~ Prepared Bp: ~ , A x25,00 CONSTRUCTION STANDARDS CERITFICATION 1 NOTES: p Healing Springs Township, Davidson County t, Au tors To BE sERVED BY 1NflrvrDUAL wEUS AAA sEPTIC peed Reference. Bank 523, Pa a 824 and Book 344. Pa a 359
~ ~ °l85, R• „16 .Aft ~ - N 55 O,a3 ~ TANKS TANKS. g + 9
$ W I1 2. PUE a ASSOCIATES, INC. aPPROYED 2. PUBLIC ROADS TO Bf PA O' See Clerk at .Court file 91-E-6T I VED 2 . 3. IRON STAKES PLACEp AT Ail PROPERTY CORNERS EXCEPT AS Dafe Prepared: Jt+ly 26, 1995
I~8~5 Survepfng aad ~tnpping 471S ICT Ns 3. IRON O 17-H &andal b Street ~ N TED pp ,p 4 O N TED.
?7somaeviila, N:C. 27960 DATE V ~ .ARE a Bue: (s~ "D) 478-5883 Box: [phone] 4. AREA CALCi2.4TEfl BY COORDINATE GEOMETRY. 10!0 0 140 204 304
m 6 DEMOTES STREET AL?URESS
GRAPHIC SCALE `FEET Ie = 144'