NCC223855_Site Plan or Location Map_20221118

TWIN LAKES LOT 7
LOT EROSION CONTROL PLAN
SITE AND DEVELOPMENT DATA
JURISDICTION
UNION COUNTY
SITE ADDRESS:
123 RIVER BIRCH LANE
TOTAL AREA
1.057ACRES
MINIMUM FRONT SETBACK
20'
MINIMUM CORNER/SIDE SETBACK
7.5'
MINIMUM REAR SETBACK
20'
MINIMUM LOT SIZE
20,000 SF
MINIMUM LOT WIDTH
60'
DISTURBED AREA
0.82 ACRES
MAXIMUM IMPERVIOUS AREA
8,300 SF
TOTAL PROP. IMPERVIOUS AREA
8,233 SF
°/ = URLIIY NOItY: ( m I EN pCIE4TEF q DIVPoEHI _:RE
NG THE ERRMH MIXINA E SLE SUF EYB GPA m
f. A UNION COUNIY PUBLIC WORKS UNLIN RIGHT OF WAY n / ODDuixicrcusxaocm Z
2'EIR
SHALL EXISTS ON ALL 6ANRARY 6EWER LATERALS, WATER BKBR Po 91 aix °exom°I.si BK �, NBTWOgK ALL COORDINATC9 AND B 11. 3NOWN ARC DA4ED ON Iv,D
METERS, AND FIRE NYDRANT3. THE UTILITY RIOHT OF WAY�P• s wsee"xD I gyplf Jam' a
IS LOCATED 5 FEET ALL SIDES FROM THE CLEAN OU'F, S]8.4T3 1•EIRx w miN 5
_ rvEDGUDFaD OH D9WB5B , �, WATER METER, OR FIRE HYDRANT N THE PUBLIC OR 1£B]Z6p• 12'Elft ALL DwTMICE39HOWNARE HORIZONTAL GROUND DISTANCES. Z x B$
CONSTRUCTION OR PUCEMENTOFANYTYPE 5I2 THE NOT RIlCTURET --_ ` AREAS COMWTED U8INGCOORDINATEGEOMETRY. Q(� _
PLANT TREES OR MAKE USE OF THE EASEMENTAREr11N IRON REB4R6 ATALL PROPERTYCORNERS UNLES60THERWI6E NOTED. Z
ANY MANNER THAT WILL RESULT IN INTERFERENCE. B3 m51 _A- AOJOINFR PROPERTY O
_ INTERRUPTION, ORIMPEDIMENTOFTHE COUMY3 �s •�. / WNER INDARE 4 TAKEN R0.N WW
FASEMENTANO INGRESS�EGRESS. /' i/- F
/ �fi\ F�r_EEDs AND TAX REcoITDs AND ARE cGNSIDEITED °rvoFY OR
P.
f., `&, ep s1e MW ERROR OF CLOSURE 1f0.000� BOUNDARY TMVERSE WAS
\ PROPERTYMTA � 1 � �`-�\\ y p ADJUSTED U6ING THELEASTSQUARES METHOD,
o _ °�I 1
/ v,a L�TB
OWNER' TWIN -Es FARM, LLC l� ` _� _ I OTHER UNDERGROUND UrttITlE3 MAY EXIST BUT THEIR LOGTpN3 ARE
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DEED BOOKB]13 PAGE 182 [ \ NOTKNOWN
iAXPIN. PoRRON30F OB-002lw1F 084M2-0015 08042 OOfA, SPRyVG OAK
Vicinity Map / 06042OO1G,O6 02-001H �- '� °RRe`-sus Ea oYEasEM s RCH s o vA oR6R�"s`AlcAND s E"A ER
NOT TO SCALE PROPERTYZONED'Rd (CLUSTERf 1 __RECORDED OR IMPLIED Y BE
TOTAL NUMBER OF LOTS THIS PLAT=T2 C.O.S. #5 I
rOTALAREA THIS PLAT= 91.89 ACRES " g LOW DENSITY a000R = AS sHOwH orvN'eM.A FiEooD Z:1! � RATE
TOTALAREAINLOTS=50.B1ACRE5 erc T, 1� AMENITY AREA Jaeary M4P COMMUNITY PANEL NO.3)f0019600.J,, EFFECTIVE DATE OCTOBER I6,
TOTALAREAINCOMMONOPENSPACE=32.952AC�E5 mP -� $ .� D
ALL
TOTAL ARE4IN ROARS=].699ACRES �ro,�-� ------//
SMALLEST LOTS=20,0WSQ.FT./0.459ACRES(LOTS 61. 60.AND8,)�� ,� _ -�_-- PC I AEDVIREDRBrCTHE N.CD.OTAREsIIBJECTro la A swHi iRIaNOLEs
AS
NCDOi CONSTRUCTION SiANOARlXS CERTIFICATOM'. -
MAXIMUM IMPERVH)US AREAS ( - g�� l BTORM ORAMI EASEMENTS ARE CENTERED OVER THE ORCH LME, PIPE
I HERB Y CERTIFY THAT THE STEETS ON THIS PLAT DESIGNED AS �� 3553'E - /I OR O NAGE STRUCTURE SHOUfD THE DITCH LINE�PIPE OR
PUBLIC ARE OR WILL SE IN ACCORDANCE WITH THE MINIMUM LOWOENSITYAREA: LOT513-09=10,300 SQ. FT 149']T CENTEN RFJ.00ATEO ORCH L �AN� S�RUC�URES �
RIGHT OF WAY AND CONSTRUCTION STANDARDS ESTABLISHEO BY HIGH DENSINAREA: LOTS 5Pd4 =13,685 SO. Fi. { / I I 62 63 I I��/- - _ _ -
THE BOARD OF TRANSPORATION FOR ACCEPTANCE ON THE \ nxD BO 11 / 61 II 64 \ N^LL F�Fx THIS PUN BW1LL LOMPLv WITH ALL
STATPROVISIQVS OF THE UNION B 2
E HIGHWAY SYSTEM. qx J /l Fx DEVELOPMENT QRD CE AT RE THE TIME OF VIEW AND L k
m 60 L 65
JL / ass"aCO-
DISTRIci \ \ �_ L �/ AOww RSHiP AND MAmTE -E OF AREAS c DES GNArED as N E
ENGINEER --------DATE----- / / fi2•EIR -OPEN SPACE IS THE RESPoNSIBILITY OF THEI HOMEOWNERSTHEIR W N
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NGS MONUMENT 4 IH RUS6ELL L. WHITEHUR3TI, ER -AL LAND 6URVEYOR
.UNION HM70" \ 5 \ _/ 10 11 D.D.S. sraf 3IJPERNSICN FRONAN ACTWL MMVEYDNADE UNDER MY
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CONVERGENCE ANGLE:
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REFERENCES ARE SHOWN ON THE FACE OF THIS PUT: TH4T
�// MAXBAM FIELD ERROR OF ANRINM CL
TME HgrlO OFWI'NECWOry AS Ca.CUUr[D 19 t�uR o, ISTIwrS
/ SECONDS T E SOUNOMIES NOT SURVEYED aR
CLEARLY wolrnEo A6 DRAWN FROM wroRuaraN FouNo
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PHASE 1, MAP 1 $
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STATEOFNORTHCAROUNA
COUNTY OF UNION
__
- _
_ _ _ - - -
wnNE64 MY ORIGINAL SwNaTURE uCENSE NUM""
y
wH z,
I A REVIEW OFFICER OF UNION COUNTY,
CERRFY THAT THE MAP OF PLAT TO WHICH THIS CERTIFICATION LS
AFFIXED MEETSALL STAMORYREOUIREMENiS FOR RECORDING.
GRAPHIC
0
SCALE
200' 400'
USERS OF TH/S PLATARE REQUIRED TO
t IN
FEET
USESHEETZ 3,4,AND5OF5
-
REVIEW OFFICER
1 inch
= 200 ft.
RECORDED HEREWITH
sr
LwIO suRVEVOR
OF
PROJECT ENGINEER:
STREET ADDRESS:
CITY, STATE, ZIP
PHONE:
EMAIL:
PREPARED FOR:
STREET ADDRESS:
CITY, STATE, ZIP:
PHONE:
EMAIL:
CONTACT:
VICINITY MAP
NOT TO SCALE
EAGLE ENGINEERING
2013A Van Buren Avenue
Indian Trail, NC 28079
[phone]
www.eagleonline.net
MATTHEW C. KIRCHNER
2013A VAN BUREN AVENUE
INDIAN TRAIL, NC 28079
704.882.4222
MKI RCHNER@EAGL EONL I NE. NET
HENDERSON VENTURES INC.
4715 CARMEL CLUB DR Know what's below.
CHARLOTTE, NC 28226 Call before you dig.
980.333.3485 CALL 1.800.632.4949 OR 811
WWW.NC811.ORG
HELL [e-mail] NC ONE -CALL CENTER
GERALD HENDERSON ITS THE LAW!
Sheet List Table
Sheet Number
Sheet Title
C-0.0
COVER
C-1.0
LOT 7 EROSION & SEDIMENT
CONTROL PLAN
C-1.2
EROSION CONTROL DETAILS
C-1.3
EROSION CONTROL DETAILS
C-1.4
CONSTRUCTION NOTES
C-1.5
NCG01
Lot#
Approved
Impervious Area
[sf]
Revised Impervious
Area [sq
Lot#
Approved
Impervious Area
[sf]
Revised Impervious
Area [sf]
Lot#
Approved
Impervious Area
[sq
Revised Impervious
Area [sf]
1
6,800
15,000
31
10,500
10,500
61
6,800
6,800
2
6,800
0
32
10,000
11,000
62
6,800
6,800
3
8,000
0
33
6,800
6,800
63
6,800
6,800
4
9,250
9,250
34
6,800
6,800
64
6,800
6,800
5
9,250
9,250
35
6,800
6,800
65
6,800
6,800
6
9,900
9,900
36
8,500
9,315
66
6,800
6,800
7
9,900
8,300
37
10,500
10,500
67
6,800
6,800
8
9,900
9,900
38
8,500
8,500
68
6,800
6,800
9
9,000
9,900
39
6,800
6,800
69
6,800
6,800
10
9,000
9,900
40
6,800
6,800
70
6,800
6,800
11
9,000
9,900
41
6,800
6,800
71
6,800
6,800
12
9,000
9,000
42
6,800
6,800
72
6,800
6,800
13
9,500
9,500
43
6,800
6,800
73
6,800
6,800
14
6,800
6,800
44
10,000
10,000
74
6,800
6,800
15
6,800
6,800
45
9,000
9,000
75
6,800
6,800
16
9,400
9,400
46
6,800
6,800
76
6,800
6,800
17
10,000
10,500
47
6,800
6,800
77
6,800
6,800
18
10,000
10,444
48
6,800
6,800
78
6,800
6,800
19
9,000
9,000
49
6,800
6,800
79
6,800
6,800
20
6,800
6,800
50
6,800
6,800
80
6,800
6,800
21
6,800
6,800
51
6,800
6,800
81
6,800
6,800
22
6,800
6,800
52
6,800
6,800
82
6,800
6,800
23
6,800
6,800
53
6,800
6,800
83
6,800
6,800
24
6,800
6,800
54
6,800
6,800
84
6,800
6,800
25
6,800
6,800
55
6,800
6,800
85
6,800
6,800
26
10,000
10,000
56
6,800
6,800
86
6,800
6,800
27
6,800
6,800
57
6,800
6,800
87
6,800
6,800
28
6,800
6,800
58
6,800
6,800
29
9,500
12,550
59
6,800
6,800
30
10,000
10,000
60
6,800
6,800
TOTAL
659,100
657,609
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C-0.0