SW3140603_APPROVED PLANS_20140903

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ .COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

2
543
INFLUENT INTO POND FROM OVERLAND
-
PLACE COMPACTED FILL OVER
543
-
FLOW AND DRAINAGE. DITCH FROM STREETS
AND AROUND OUTLET PIPES
— -
FOR COVER AND TO PROVIDE
542
542 —_
ACCESS TO OUTLET STRUCTURE
-=III—I-�I I
FOREBAY BERM
541
541
ELEV.: 536
it
I I
5' TOP WIDTH
_ __=
III—) I I
_ 3
PROVIDE PIPE SUPPORT
— — — —
-
540
540
FOR TURN -DOWN ORIFICE
OUTLET
III
_
_
1
20' WEIR
_
(SEE DETAIL)
STRUCTURE I —I I I —III —I I —III —III
1
539
--
ELEV.:20'534.5
—_ _—_
�—
539
538
—
-
__
— — 1
—
538
—_ —
—_ —
537
537
—_
III-1
_
I
_
1—III—�
III-1
I
536
536
5
AWOM
—
—
—
535
535
_
_—_
534.6 (PERMANENT POOL)
-
—
534
534
3 1
1
RCP OUTLET
533
533
—
SLOPE: 5%
— — —
1 1
I/VWAI—
1
532
—
—
—
_ _
Li
532
—III-1
FOREBAY —
I
II —III
531
—
'.:.:
.. ..
—
— — —
531
..
SEDIMENT STORAGE
—_—
— — — — — —
530
530
=III—III—III—IIIforII—III—III
III—III—III—I
II=1
I —II —III —III —III —III —II
—III
-
i I �—III—III=1 I I —III
III—I11—III—III—I�_(,_
—III
—I
111
—I
529
529
—
—
—
—
—
—
—
—
528
528
C CLAY LAYER
GBE
CROSS SECTION OF BMP 1
ARRANGE
�GGHTCONNECTION
TOMATODOROR L
INSTALL PER MANUFACTURERS
N.T.S.
AT OUTLET STRUCTURE AND
RECOMMENDATIONS WITH MIN.
...
PIPE PENETRATIONS OF LINER
24" LAYER OF SOIL ABOVE FOR
EXTEND GCL 5 FEET HORIZONTALLY
PROTECTION DURING
INTO EMBANKMENT 2 FEET ABOVE
MAINTENANCE AND FOR
METAL GRATE/TRASH RACK TO BE INSTALLED
THE WATER QUALITY ELEVATION
PLANTING/SOD
INSTALL BARS WITH 4" OPENING BETWEEN
-
(RUST RESISTANT MATERIAL)
-
I 6.00' _
r
-
... 4 f {
a
TURN DOWN ORIFICE PIPE
-
f
GALVANIZED C-CHANNEL STRUT MATERIAL
BOLTED TOGETHER SPACED AS NECESSARY
TO PROVIDE ADEQUATE SUPPORT
FINISH GRADE
EMBED AS NEC TO PROVIDE
c
0.50'
GALVANIZED C-CHANNEL STRUT MATERIAL ADEQUATE SUPPORT
tO
4.
ELEVATION
.'
{
WET DETENTION POND NOTES:
1. PER NCDENR STORMWATER BMP MANUAL, "WHEN A WET DETENTION POND IS
/
•--
TO BE LOCATED IN HIGHLY PERMEABLE SOILS LIKE GRAVELLY SANDS OR
/ *
11(
FRACTURED BEDROCK, OR WHEN THE PERMANENT POOL ELEVATION
J
/
PROSED IS GREATER THAN SIX (6) INCHES ABOVE THE SHWT, THEN A
4 f
NE ESSARY TO SUSTAIN A PERMANENTPOOL OF WATER. A
LINERMAY BE NECESSARY
\
LINER SHOULD BE CONSTRUCTED OR COMPACTED SUCH THAT THE
5.00,
.
INFILTRATION RATE IS NO MORE THAN 0.01 INIHR."
\
2. ENGINEER OF RECORD MUST PROVIDE WRITTEN CERTIFICATION THAT HE
i
-
INSPECTED THE FACILITY DURING CONSTRUCTION, THAT THE BMP WAS BUILT
• _ _
\
ACCORDING TO THE APPROVED PLANS, AND THAT THE SYSTEM COMPLIES
WITH THE REQUIREMENTS OF THE RULES.
_
DETAIL
ORIFICE SUPPORT DETAIL
N.T.S.
PLAN VIEW OF OUTLET
N.T.S. Approved Stormwater Permit Documents
I
Construction in accordance with these documents is
\
required by the stormwater permit. North Carolina
s
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
Srs�-
and the
and srrules.(15A
stormw
METAL GRATE/TRASH RACK TO BE INSTALLED
erlans Ncs;
C C2compliance
I1 D08 j))
Permit #Sr.J,OG
\
INSTALL BARS WITH 4" OPENING BETWEEN
O L Date11)9 . 3 • Z.�/ S�
.
RUSTRESISTANT MATERIAL
-0.26
by NC Division of Water Quality
Sheet
5
S
0.25'
Revision Date G /G . ZD/tF
5.51Y 0.25'
0.25'
ELEV.: 539.00
_.
5,59
fyo
f
{ 2' WEIR
i ELEV.: 537.00
ELEV.: 536.50
ELEV.: 538.00
'
f
---.���
J�
--••-•-
2'WEIR'-
- ' • - - -
ELEV.: 537.00
f 36" RCP OUTLET
- -
_ _ _
ELEV.: 537.00
36" RCP OUTLET
-
ELEV.:532.00
.
0.50'
4-
..
ELEV.: 536.00 'f:
/
5p`1
0.50'
4'
c
x .
- - - -
. - -
4 r 4
ELEV.:635.00 •' ..
8"DIP EMERGENCY
..
/
4.5" DIAMETER ORIFICE
ELEV:534.50
�_
\ OUTFLOW PIPE WITH f
GATE VALVE 4'
ELEV.: 532.10 '-1
.38'
�--
i
� � 532
\
" -
ELEV.: 534.00
ELEV.: 533.00 1\
�� ELEV.: 532.00,
----•----
- __________ --"
-- 538
539
ELEV.'. 532.00 j
640
f
/.
/'4/
..' 4 {. ...4 t 4
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4 f
'4 a 4.
/. ,f
4 .Ir .'.
.f /Q 4.
{. i' . 4 ...! ,{
'/ ♦ ..4
PLAN VIEW OF BMP 1
GRAPHIC SCALE
PROFILE VIEW OF OUTLET SIDE A
PROFILE VIEW OF OUTLET SIDE B
N.T.S.
D
30' 60' N.T.S.
N.T.S.
( IN FEET )
1 inch = 30 ft.
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14959
C-3e 15

588
588
- INFLUENT INTO POND FROM OVERLAND
-
PLACE COMPACTED FILL OVER
FLOW AND DRAINAGE DITCH FROM STREETS
AND AROUND OUTLET PIPES
587
I—
FOR COVER AND TO PROVIDE
587 _
ACCESS TO OUTLET STRUCTURE
—
FOREBAY BERM
_
586
586 — —_
ELEV.., 581
III -I 13
5' TOP WIDTH
PROVIDE PIPE SUPPORT
585
585 —
-_-'—
-
FOR TURN -DOWN ORIFICE
—
-_—
1 20' WEIR
(SEE DETAIL)
— — — — — —
OUTLET
O
584
584
ELEV.: 579.5
I—
I-1
III- —
-� -
583
583
FlI I
- I I_I I I-i
I 582
582
—III—
—_
—
581
581
-1 10
580
580
-I
—_—
1 - — 534.5 (PERMANENT POOL)
-
579
579
I
I
— I—
Ed I
II
3 1
1
—_ 578
—III
=
578
_ _
1 FOREBAY 1
i
-
RCP OUTLET
—III-I
I
I
I
SLOPE: 0.5%
577
577
&40576
576
—_
_
_ _
� I � I -III -I I
-
_ -
-I i I -I � I -I � I -I � I -I � I -I � I SEDIMENT STORAGE _III
-III -III -III -III -III
-III -III -I
-III-1
-I -III
_575
575
— —
— _
-I �
_
i=Ii-III-III-III-�1
_
---------------- ---
574
574
573
573
ARRANGE GCL TO PROVIDE
WATER -TIGHT CONNECTION
GEOSYNTHETIC CLAY LAYER
AT OUTLET STRUCTURE AND
BENTOMAT 20OR OR EQUAL
PIPE PENETRATIONS OF LINER
INSTALL PER MANUFACTURERS
EXTEND GCL 5 FEET HORIZONTALLY
INTO EMBANKMENT 2 FEET ABOVE
THE WATER QUALITY ELEVATION
ram
LOT:34
40,187 sq It
0.92 ac
TYPE: A
----------------
24" LAYER OF SOIL ABOVE FOR
PROTECTION DURING
MAINTENANCE AND FOR
PLANTING/SOD
PLAN VIEW OF BMP 2
N.T.S.
yr wvv vw � rvr. yr vr..�
N.T.S.
TURN DOWN ORIFICE PIPE
GALVANIZED C-CHANNEL STRUT MATERIAL -
BOLTED TOGETHER SPACED AS NECESSARY
TO PROVIDE ADEQUATE SUPPORT
FINISH GRADE -
EMBED AS NECgS8AgYTOPROVIDE-
GALVANIZED C-CHANNEL STRUT MATERIAL ADEQUATE SUPPORT
DETAIL -
ORIFICE SUPPORT DETAIL
N.T.S.
4.00" OUTLET ORIFICE
ELEV.:581.70
' 225" WATER QUALITY
CONTROL DEVICE
ELEV.: 580.50
METAL GRATEITRASH RACK TO BE INSTALLED
INSTALL BARS WITH 4" OPENING BETWEEN
(RUST RESISTANT MATERIAL)
ELEVATION
WET DETENTION POND NOTES:
1. PER NCDENR STORMWATER BMP MANUAL,'N1HEN A WET DETENTION POND IS
TO BE LOCATED IN HIGHLY PERMEABLE SOILS LIKE GRAVELLY SANDS OR
FRACTURED BEDROCK, OR WHEN THE PERMANENT POOL ELEVATION
PROPOSED IS GREATER THAN SIX (6) INCHES ABOVE THE SHWr, THEN A
LINER MAY BE NECESSARY TO SUSTAIN A PERMANENT POOL OF WATER.A
LINER SHOULD BE CONSTRUCTED OR COMPACTED SUCH THAT THE
INFILTRATION RATE.IS NO MORE THAN 0.01 IN/HR."
2. ENGINEER OF RECORD MUST PROVIDE WRITTEN CERTIFICATION THAT HE
INSPECTED THE FACILITY DURING CONSTRUCTION, THAT THE BMP WAS BUILT
ACCORDING TO THE APPROVED PLANS, AND THAT THE SYSTEM COMPLIES
WITH THE REQUIREMENTS OF THE RULES.
0.25
u.cu
5.50'
/
ELEV.:584.00
III"
ELEV.: 583.00'
r77
f ,
ELEV.:582.00
:.4
1.00' 1
4
ELEV.: 581.00
c
f
ELEV.: 580.00
..
4
; 4
I
I GRAPHX SCALE
0 20' 40'
IN FEET )
1 inch = 20 fG
ELEV.: 579.00
-ELEV.: 578.00
ELEV.: 577.00
ELEV.: 576.00
METAL GRATE/rRASH RACK TO BE INSTALLED
INSTALLBARS ..,.r.. ....,..,,...,. T.
RUST RESISTA
1.00' WEIR
ELEV.: 582.00
r
36" RCP OUTLET
�i— ELEV: 576.00
f <
/ \ \ OUT DIP PIPE WICN
TH
/ OUTFLOW PIPE WITH
.� GATE VALVE
ELEV.: 576.10
�\ f4
4
/ ..
4
4
4 4 —
/ f 4. 44
0
4 ' 4. 4 t J J
..4 4
8.00' I —
PROFILE VIEW OF OUTLET SIDE A
N.T.S.
ELEV.: 576.00
PLAN VIEW OF OUTLET
N.T.S. Approved Stormwater Permit Documents
Construction in accordance with these documents Is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction: certify conformity with the
plans and specs; and certify compliance with the
stormwate,p les. f 15A N AC 2H .1008
1;93'
PROFILE VIEW OF OUTLET SIDE B
N.TS.
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14959
Sheet
C-3.1 6
I•

WET DETENTION
BMP #1, SEE
SHEET C-3.15
FOR DETAILS
ROAD SIDE DITCH CROSS SECTION
N.T.S.
\\\\ l 1 F
520
/ 52.4 - 1119,008 sq It \ `\. • ; \ \
2.73 at - - -
I TYPE;1D - _ _ 1 I \ \ \ STORMWATER CHANNEL SHOULD BE LINED WITH BERMUDA GRASS
/
\ - L6T : 10
3.15 ac
' /-/"""-••` TYPED / / / ,LOT:�2 \'.' •r I',
TYPE: D',, -
III-�
x ; � � `, � � � 546 - � , ,. , / / �' \ ,•!1 ` , .',,•', � , ,, , •, ,,., _ -III-1_ _ - - - - _ = I I -III- _
AA
I 78 308,sg ft '0_
t Ij I _
I.
TYPE: C ' ; / L,(�T: 13,' .5� - -�` , • , . • \ - - ; ;-------------
�i _ _ _ I , i
-•�� _`� - _ - - 1.§t•ac ` . - - - - - - LOT ,23' 7Q7 - _ \• ' CULVERTS 592=
- - - • - _\\\ ; -4-
.TYPE: G 72,145 s R \ \\', \ INVERT ELEV. DOWN: 583 FEET ' \ /
LOT: 22 - ' 1.66 ac SLOPE: 0.5% �. •\ . , �, ' / _
LOT:B - • �=- ; p� I -76,8g3sq R -. - \ , 1 'TYPE. C /•\• . _ _ _ \ DIAMETER:. 24" , 5 \• ,'/ . ; I -
' 72,002 sq h •-"-' \� / I ' 1.77 ac LENGTH: 75 FEET ' - - 2
/ 1.87 at - ' _ . ''� ; -�_ \. N 1 . ' - " 5 _ U. TYPE: CIRCULAR CONCRETE - \ • ` ,
\ -L TYPE C 5_r �E: C - \ \ CULVERT ENTRANCE: SQUARE EDGE WITH HEADWALL �4 • . ; : ' - �, I , ' ;
50
75g- \ / `• / 'LOT: 24 .. 'I; /,•',''- _ 608•
-•""-- �_ - / \ / /,' ���\\\ CULVERT 4 RIP RAP DOWNSTREAM _ _ 58;241 s%}�ft \ • _ EXISTINGCREEKCULVERT 2 (POND OUTLET)
15736 �-�- '- - / 'LOT : 14 D50: 6" 1.34 pc _ - - - ; ; - -
/ �•-- ��` , • 60.137 sq R / I •\ �/ ' _T.PE. B, S�0\ \', ,UNNAMED TRIBUTARY TO ''' . INVERT ELEV. DOWN: 575.25 FEET
f / DMAX: 78" • ' , WAXHAW CREEK SLOPE: 0.5%
LOT."7 ( ' - 1,.38 ac / APRON THICKNESS: 13.5" \ .. - DIAMETER: 36" / - - - - - /
74,107 �q ft I TYPE: B' / % _ i - / LENGTH OF APRON: 9 FEET - /. - - / LENGTH: 150 FEET (FROM OUTLET) , • J _
- - 1.70 ac WIDTH AT PIPE: 3.75 FEET - -/, ' - TYPE: CIRCULAR CONCRETE
TYPE: C • " / / ` WIDTH AT APRON'S END: 12.75 FEET - \ ' �' - / CULVERT ENTRANCE: SQUARE EDGE WITH HEADWALL
RIP RAP APRON SHOULD EXTEND 2 FEET BEHIND PIPE TO WRAP �=-_'- -� • ` • �, _ / _ _
\•� 7 THE AROUND THE ENTRANCE TO THE PIPE. _ _j
LOT: 21
1.39ac.p-
\ 48,053 sq iC - - 60,659 sq It
LOT: 25
_ \ - 4.10 ac CULVERT 4 - - - - 4d,7ft4 sq ft
TYPE: 8 1 INVERT ELEV. DOWN: 585 FEET , / 1.03 ao I • ' , /,' - / / ' /, \ / ; / _
SLOPE: 0.5% _ TYPE: B ..�� ' /• /, ' / /, ' / ,
LO 7 sq 1 DIAMETER:
79.477 sq R \ / / LENGTH: 35.5 FEET /.690
1 ---- / PHASEI
"1.82 ac TYPE: CIRCULAR CONCRETE
- - _ TYPE: C' " 560 CULVERT ENTRANCE: SQUARE EDGE WITH HEADWALL '' -', l . /,' • , ,'�• ' ` ,' / , pip / ' - �' / ;
I�
• _ _ - _ / / / � / � LOT 16 t / • � _ -/ , / /</ p�? . `
I 562 41'S�oeq R LQ / / , /, . PHASE 2
t.cw / � �j '43,02�jp•sq � - � 111 'II •' '
TAxPm•VC ; \�,� // -4 TYPE. B `/ l -yA- A�00 �,' /'' •%' /,-
NER-KENNEINEIDER It ;' I ,'.LOT,: 7 ✓✓✓ / \ /
)EED FREN -1n283 / _ _ _ _ _ . _ / ' •LOT:;26 ', - /- ,
CULVERT 1 RIP RAP DOWNSTREAM Q I /• ' ' - / Z7,743q,ft
IN z01��EI3-WY) � LOT: 5 D50: 6" \' - - LOT : 19' ' \ ' tt , 1:7 - _ _ \ - -
/ I \ 53,726 ft _ _ _ _ /43,323 R ', a'0.95'ac
t.u4DusE- UENIIAL \_\. - DMAX: 18" \ \�
- - - - - -123ac ' / 0.99ac , I TYPE.A� ; 8/ / APRON THICKNESS 13.5" / '576 aQ ft.
\ _ _ _ TYPE: B TYPE: A , I p • LOT,: 2
/ LENGTH OF APRON: 13 FEET ,p ' " . /
\ \ •,\ WIDTH AT PIPE: 6FEET 'L '��
WIDTH Al APRON'S END: 15 FEET (,6T : 18
\ RIP RAP APRON SHOULD EXTEND 2 FEET BEHIND PIPE TO WRAP • - -
,/�\ / THE AROUND THE ENTRANCE TO THE PIPE. 0.98
\ ,� \ \ \ • \t/ • / / 48,995 LOT•sq ft , \ 572 TYPE: A \ _ G.-�--_ ' 'T��" �- - • _ " - / / ;
1.08 ac /� L01:A7
\ TYPE: 6 / 4 ,075 sq 0 97 ac R 652
- - - - /i- LOT: 3' _ \J -/ / U v' ,- -� TAX PID -
� � OvNER-LAncA. LLC.
_ , - ,; q ED REFERE
_ _ �0 _ ' ' _ \�\\\ 0.96 aD .. / 578 ,� 590 \� I / COT. 93 J O / _ - - - - i / ,'O" (NOW QR•F OORbERLh 13 ,
_ _ / _ / LC / \ / - ZONED- ,
- •-c. ` _ TYPE! �, p�/ `.\ ._ '50,31`6sq
- ' - - - " _ _ - _ _ // t ,.. y 'LANDUSE-VACANT /
- - - - - - - - - ?. \ / <\/ I /h g� I s7 / TYP.E`. B LOT: _ ,
- - - - - - \\, 560 ` / LOT: 35 JIj� 8 ' ',[//, 6, '' 41,226 q ft / / ,
- / , • \ _ _. , \///, / / 50484sq'ft 1 1T:34R• -., 0.95c
: 2 •,�9p \'' 1.16 acq\\\,. - 1pi �\TYPE: A''
` \ _ - - - - - - . / - 1 / / ll✓l�� . - 4 ,016 ac ft ^\ \; TYPE:B - - _TYPE. A . _ �6 \��, • ,�
LOT
_ - - - 572 - . \ - - - _ " • / CULVERT 1 46 918 sq jt ;�\ - - - -I- - 802 gpq gyOx • , '� ; I \ \
574 / INVERT ELEV. DOWN: 581 FEET // 1,� _ _ , . - ' '
SLOPE: 0.5% ; c� - \; TYPE: I_ LOT: 2 \ _ ' .
- - - _ ,DIAMETER: 24" N - - - - - - - - / 41),481gj ' q /,' ' I -�6 _
' S7 - - _ - ' ' r - - - 648 _
8 LENGTH: 30 FEET LOT:37' ;\ / 0•a�' \, LOTI30'
TYPE: CIRCULAR CONCRETE LOT : 1 ' •\� 44,599 sq }t TYP7 A' 77" g ! //��,' \ �\\ ', 54,872 tag f �-
/'- CULVERT ENTRANCE: SQUARE EDGE WITH HEADWALL _68_.326 soft 1•�2 ac' ^' ' 1 g2 / /' \ l� 1,26 ApprO�B tormwat4r Penult DOCl11R#n!6
SIB. - _ " 1.5'I ac TYPE B, \\ \ \ / \ \ TYPE: \ - required by they torrrwate. pe?hdt.,�Jorth Carolina
/ ` - \`1 \) \ % / Construction in a�tRArdanca with these documents la
\ �n\ /
TYPE: C •� \ , / \ / - -rulas require thatthe stormwater s m designer
LO,T : 38 \' ' • \\\./// \ \ Inspeclduring construction: certifyconilooc(�itywith the
51,062 sq ft STFE�F g26 \ \\ plans andspecs: ani! certify compliance A the
\ \\ $82 • _ _ _ _ _ _ . _ _ UPSTREAM RIP RAP APRON / - I 1.17 ac \ \\ % ��' _ _ _ I _ _,` , S,R T RO,gb gtormwater rules. (15t�NCAC .1008 (j )I '
\ \554- - - - - - - - - - - - - - DMAX: 18„ - - - - - T�'PE: B g'� �N • WET DETENTION _ \ 624 \, \ \ by mft # sw,3/ �ft0 6 O Data Water
• w 3�..
APRON THICKNESS: 13.5" _ _ T,' J - "BMP #2, SEE SHEET tYBnDER , "w - - - \ ` NC Division of WaterQuallty
\ _ LENGTH OUT FROM PIPE: 4 FEET \ S� ty sAc • , _ LOT : 31 \ Sheet # �, ` 3. O Revision Date G ' /jy LO/f.
WIDTH: 3 FEET _ _ _ , ' , , ' _ _ _ . C-3.16 FORDETAILS o- w�4d� - \ ,1 67 sq-ft-
R _ 2 _ \
' - RIP RAP APRON SHOULD EXTEND 1 FOOT BEHIND PIPE TO WRAP CULVERT 3 RIP RAP DOWNSTREAM /'� - _ IANd usE-�ftE54rLmL `•.�,_ ' , �'PE C - - ' " \ \ \
\ • • \ ,' ; THE AROUND THE ENTRANCE TO THE PIPE. CAD : DD5� 6O.R. IiI77 8" 1 , ! - - - - - - - •1 . \ , \ . , �- - - \ I • ` \
h� - - - - - APRON THICKNESS: 13.5" / \ - • \ - - - - - - \ 654
"�-- - \ - - - LENGTH OF APRON: 13 FEETWIDTH AT PIPE: _ _ / \ • EET,
•� WIDTH AT APRON'S END: 15 FEET _ ,� • .
f / i \ TAX Pm •OSOaB004B _ _ _ _ _ 'TAX PID:g50BBW4E
\ OWNER-W8LVUIR•ELLIpTT R-.WILLIAMDUDLe1'ELLIOTT \
\ I i RIP RAP APRON SHOULD EXTEND 2 FEET BEHIND PIPE TO WRAP DEED REFERENCE-411MiB- = _ ED__ _ - ' O° REF�eENCE-44b2�34''\, \ • , \
THE AROUND THE ENTRANCE TO THE PIPE. M �N ,Y! _ _ _ _ \ r""'�wOqNR I� n \ \ ".,. - \\VV\\ ` - - - '
AAJ(PN-Oa18B0a9 _ _ _ _ _ _ 'LAND USE .VACANT _ _ _ _ s` 1 .LAlAl�USE-VACANT \ STEE \
\ / OWNER-cuacoosxEsrr�,uc: / \ \ \ S.R.E SAD \
•DEED REFERENC@-3242.388 :\ • ' - 1 '
(NOW.OR FORMERLY) , ` , ' ` TAXRIC'osaseo44c
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DEVELOPMENT DATA
PROPERTY OWNER: GRIFFIN LAND HOLDINGS, LLC
AND LIQUID DEVELOPMENT, LLC
231 POST OFFICE DRIVE, STE. B8
INDIAN TRAIL, NC 28079
EXISTING ZONING: R40
WAXHAW CREEK /
TAX PARCEL ID: 05099004A.000
/ COMMON O 0 N SPACE2.^ /\ DIMENSIONAL REQUIREMENTS:
\ MAX DENSITY: 1.09 UNITS/AC.
\ \ BMP 1 s� LOT WIDTH: 120'
FRONT SETBACK: 49
\ LOT: II SIDE SETBACK: 15'
h i 19,008 sq ft \ REAR SETBACK: 40'
281.91' 2.73 ac � MAX. HEIGHT: 199.9'
TYPE: D
\ \
> ^ TOTAL SITE ACREAGE: 64.69 ACRES
\ 137,229s' sq It OT: 10 Sr COMMON OPEN SPACE (COS):
\ \ 3.15 ac / / \ MINIMUM COS REQUIRED: 10 /o (64.69 ACRES) = 6.47 AC. REQUIRED TYPE: D (CAN INCLUDE BMP'S)
/�� COS PROVIDED: 6.98 ACRES (10.79%)
\
/ 1107 1 PASSIVE OPEN SPACE: 6.98 ACRES
(INCLUDING 3.2 ACRES BMP)
12
495.85• -�. y, 60A 137,0T84: sq ft TOTAL NUMBER OF LOTS: 38 RESIDENTIAL LOTS
3.15 ac
TYPE: D DENSITY: 0.60 UNITS PER ACRE
\ 78,308 sq ft m ,' / REQUIREMENTS OF THE UNION COUNTY LAND USE ORDINANCE
\ 1.80 ac SHALL BE CONSIDERED PART OF THIS PLAN OF DEVELOPMENT AND
TYPE:C 09 _^� 3 I MUST BE FOLLOWED.
17
THE CONSERVANCY AT.
WAXHAW CREEK WILL CREATE A HOA
THAT WILL BE RESPONSIBLE FOR THE
MAINTENANCE AND UPKEEP OF THE
STORMWATER BMPS'.
THE BMPS' WILL HAVE AN ACCESS AND
MAINTENANCE EASEMENT
CONNECTING TO A PUBLIC RIGHT OF
WAY
AS DESIGN OF THE SITE CONTINUES,
CONSIDERATION WILL BE TAKEN FOR
MAINTENANCE OF NATURAL AND
CONSTRUCTED CONVEYANCES.
FEMA PANEL 4480J FROM MAP
3710448000J AND FEMA PANEL 4460J
FROM MAP 3710446000J CONTAINS
FLOOD INFORMATION RELATED TO THE
SITE.
LOT: 8 ��\` ^� oLOT:13
72,602 sq ft �\ ^ 69 9 9 9q ft / I
1.67 so 1.81 ac
TYPE: C
TYPE: C ^ rjg \\ S6515 O6"E
- / / I LOT: 23
_272.02' --_-� \ V / / LOT: 22 'a 72,145 sq It
\ LOT: 7 ` �, _ ,yv, 78.893 sq ft I I �, / \\
74,107 1.70 sq ft �� &' Q�\ 1,71 ac 1.88 ac
\ _ _ 1.70 ac �/ TYPE: C TYPE: C ^ r) ..
TYPE: C 7 / i LOT: q M / / / \ \\
/ v 60,137 so N \\ ' / \
_ \ Sol. TYPE: B ^\ . TAX PID - 05099004P `- OWNER- CATAWBA LANDS CONSERVANCY
'Ij ;y /Op, I LOT: 24 DE )
\\ 58,241 ft (NOW OR FORMERLY
\ /10 1.34 ac TYPE: B r?
m
LOT:B / aqr °D
n \ 79,477 sq It o ti , LOT: 15
1.62 ac B N m 48,053 sq ft LOT: 21 N22°38'48"W /
\ TYPE: C d d 1.10 ac 60,659 sq ft o 'S 163.31'
EXISTING CREEK
e TYPE: j ac
TAX PID - 05099001 `J " " 1'39 'a - _ _ UNNAMED TRIBUTARY TO
OWNER - KENNETH C SCHNEIDER 11 J� c _ / TYPE. B a c-301.52' �.
DEED REFERENCE - 1068 283 \ AV
,. / c 56� �,� Uv WAXHAW CREEK
(NOW OR FORMERLY) __'f m /�a1 I r'$ i Po o"+ / - N87°38'58"W
f-- r �c. /
LOT: 25 96.541
gP i LOT: 16 (I/ 44,784 sq 11/P�HASEI
SN•
\ LOT: 5 `�' 44,544 sq ft 193 ' i U 1.03 ac / ..
\ 53 726 aq ft 1.02 ac p d TYPE: 8 a^\\
N a 1.23 ac TYPE: B TYPE: BLOT
m�s� >N43,020sgIt a - -
0.99 ac 22100'
LOT: 19 TYPE: A'//LOT:4 �O 14099�ft COMMON OPEN SPACE so
w
46,995 sq ft \ a TYPE: A LOT: 26
2.18 \ 1.08 ec y 1 41,243 sq It i ,r
LOT SIZE CHART
A) 40,000 SF.-1AC : 45 LOTS
B )1 1.5 AC: 53 LOTS
C) 1.5 - 2 AC: 19 LOTS
D) 2+ AC: 6 LOTS
40' REAR YARD
I F_ __1 I
I ,.I
I�
MINO LO SIZE
in
I
I. 1120' (MIN. @ FRONT SB)
40' FRONT YARD
TYPICAL LOT DETAIL
(NOT TO SCALE)
PROJECT ENGINEER: JOHN H. ROSS, P.E.
STREET ADDRESS: 2013 VAN BUREN AVE., STE. A
CITY, STATE, ZIP INDIAN TRAIL, NC 28079
PHONE: 704.882A222
FAX: [phone]
DEVELOPER: GRIFFIN LAND HOLDINGS, LLC & LIQUID DEVELOPMENT, LLC
STREET ADDRESS: 231 POST OFFICE DR., STE. B8
CITY, STATE, ZIP: INDIAN TRAIL, NC 28079
PHONE: [phone]
EMAIL: [e-mail]
CONTACT: DENNIS MOSER
iCtontraKwatY
's"-iP� - 7dF'�4 E:4^ 4-b�•
Rl+�'$At�Y�' 8r6tiLllglz D.€f�.a
MA9C
8
11�i3
L=96.835, R=255.000
CH= S13°13'46W 9625'
x�4tu�vlr �oLE+G�1�R:It4
PHASE 2
A TYPE: B u; \ LOT . 18-
/ > 41,208 sq ft t '� 0.95 ac I CH= S588, 24"W 105 ,� .•c ��
0.95 ac I TYPE: A CH= S79°5424"W 105.81' d
\ R ,- $ LOT: 27 \��
> 350' LOT: 17 TYPE: A •Q2 'a ^ I 6 / `b' PHASE LINE
TYPICAL SET BACKS � N s ib COMMON OPEN SPACE 77,743 sq R .�
FRONT: 40' \ t ''0 42,075 sgft\\-%t \ + +�i 0.13 1.78 ac '-
/r REAR: 40' NA / LOT: 33 \ '� N \ TYPE: A 16 5o.zt97 ac Lam--.- 23.3T. r TYPE: C / y /
SIDE: 1F 42,028 It / £ i \ s5- 36.15, „0.03 A 40.60' / g
0.96 so °S �"1 o�a. z w 5• ze, ase 36' e^
\ TYPE: A /� > \ 91.so.0 �'�',+� ROAD BBBB�R =,Do s6 "
i / \ 56- 160.05, 65.48' 23:0 LOT: s28
q
POWER LINE EASEMENT 1Yi '$ / 2 65.21 �'q� 51,.18sq ft
2eo 57.28 a°p1=�- m o t.18 ac 152r.60'
44204 z0 .i TYPE: B 4TE
\�LOT: 2
ao
42,016 sq ft
so
TY0.PE: A
\ �0% \ 1� / _^\ \ I BMP 2
\ �/� N \\ \ \ LOT:35
50,484 sq It I I
1.16 so I LOT: 34
Q?S, 1 w \ TYPE: B C6 40,187 sq ft �I
LOT :1 LOT: 38 `S+ 0.92 ac
68,326 sq ft \ \ 46,918 sq It 'S:\\ TYPE: A COMMON OPEN SPACE
\ \ 1.57ac a. �,,, o� \ Yea\ 1.08ac I 1.00
TYPE:C e o X
44,6999 37ft $\ TYPE: B I I I
\ \
N55°1.02 so
5503"E
LOT: 38 \ \\ 50.53'
_� ^ -!' k) io 51TYPE: ,062 sq ft \ \ \ \ \ _N77°
g 90'
0 �+
by
A LOT:33
50,316 sq ft
\ 1.t6ac
TYPE: B
LOT:32
1'15"E 40,481 sq It
�� �,�►� 0.93 ap-Q
1177
8 _�5339' \ \� ,/ 26�6315.52 4 Nea°as'6, S?Br TYPE:A b
\ Sul �F
\ -'- TEES R7 ..
AD
N69°349.57"
49.5T
TAX PID - 05099004
OWNER -CUCKOO'S NEST, LLC
DEED REFERENCE - 5242 398
(NOW OR FORMERLY)
5.03'
50.13'
TAX PID - 05099004B
OWNER- WILLIAM R ELLIOT
DEED REFERENCE - 4113 810
(NOW OR FORMERLY)
� m^o N4T26
A
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0?
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o. LOT:29
41,226 sq ft
mN m / \ 0.95 ac
TYPE: A
wry / S47• \\ \ � � `�
Approved Stormwater Permit Documents
ConslruCGDn',i accordance with these documents is
required by she stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs: and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (1) )
Pe mit#5G1/.$/'/'060 3 Dste9.3 • Zo/Y-
b NC Division of Water Quality
Sheet IF Revision Date (. • /G • /�
COMMON OPEN SPACE
LOT:30 1.51
54,872 sq ft
\ �\ 126 ac
\ 'G�• a ,8` / TYPE: B
DEED REFERENCE - 4745 815
TAX PID - 05099004C
OWNER - VASILY C & ANNA TSIFRA \ S28\
9� �• \ �1
(NOW OR FORMERLY) I `SBj Q7• \ \
TAX PID - 05099004D
OWNER - TERRY SAGER S7F \ LOT : 31 \\\ \v\
DEED REFERENCE - 4599 293 / 3 �F 72,917 sq It
(NOW OR FORMERLY) \ R, rrjO.10 \ 1.67 ac
TYPE: C
�q3\
TAX PID - 05099004E \
/// OWNER - WILLIAM DUDLEY ELLIOT YYy
/ DEED REFERENCE-4482.n4
/ (NOW OR FORMERLY) \ \
TAX PID -05099004E
OWNER - DAVIL L & TERAN M MORROW
/ DEED REFERENCE - 32 \
(NOW OR FORMERLY)
N45°44'32"E N83°35'27"E
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GRAPHIC SCALE
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( IN FEET )
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FEMA - kil 100.YEAR FLOOD PLAIN � � � � - - - , `, ' / ' / � / , - , . /
/ ^ \N31°22'25
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BORDER WITH WAXHAW
CREEK CONSERVANCY • I ' ,\ , ,,,, �
- _ ,' � \ I --- _- - ��. - _-- -'%, ';�;,`,:, ,'�` ,' • I } 15,075,918sq.ft._ h �. ;I ;1;; •1:„
- - • - ' •/, ' - / - ' . , \ ,' i ,' , '„ 346.095 acres
1570 . '•,I'','•,''.: • . , ; 1; ',' ---------"o. 'l�; 'I:;�•"'
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'S65°52'06"E
/
EXISUNAMED TIN CREEK ID-05099�4d TRIBUTARY - -
N
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TO WAXHAW CREEK
_ DEED REFERENCE -8159388 d• - -
, ---, (NOW OR FORM "/',',''',:;;'/,';;,'.' .'�,
S \ •h
TAX PID-05099001 - -- I., ', 0
OWNER-KENNETHCSCHNEIDERII — - - - _585- " / I ,\,•,', \ - - - - - - - \� 'f/ I'%"': -_ .•:. • '�,..�-. - � - . �.•,:.• .I,'
DEED REFERENCE -1068 283 - \ _ . _ _ _ • / - _ / - - - � "ma's �- •: � - - ''�, �' ".
NOW R FORMERLY) / _ . - • %
( 1'I / N 58 -
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'EASEMENT,,'--. � � � � ,\`` ,,(§o'R ' l�,�, - =. ,,',^';'', � •. �','•.' \'-•' •.,
• \ /:: , C� % - 5� :." "L-96.835, R-255.000 _570—,
� , . CH- 813°13'46"W 96.25'
• -� ' - . �. � . _ . ' S1 _ / I L=106.588. R= 00255.0 '/ ;'/ �" �•.
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TAX PID - 05072 029
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I _ - _
_ ,'I"' DEED REFERENCE - 0333 133
�' - _ (NOW OR FORMERLY)
N55°5T73"E _ _ �" - j" " /', " � •/,' /•
411.6 sr ; ; I � I •, ', l \ _ � sio — -/ - .N77^4r1s"E
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' / -! STEELE ROAD TAX PID - 05099-004C
- - - - - - S.R. 1177 N50°09'36"E , OWNER - VASILY C & ANNA TSIFRA ' ` \' . ° ' . ,
" 50.63' �' • _ DEED REFERENCE -4745 815 `�', • ` �, � � 6�
' / ,' •• ; ,' --� - - • ' - . - (NOW OR FORMERLY)
- - - - _ � - � \, j - -i_--, TAX PID=05099W4D ` .� � 7F ,\', \,`•,,,`, \ - \. , ,
�'- `� - - OWNER -TERRY SAGER \,\•S • \ ' \', �' - - \ ,
,• / / _ . _ ... N69°38'42"E - _ - - . • , - / � � DEED REFERENCE-4599293 ,, �F .\ � - _ - _
' 49.57 - - - . \ � ` 59c (NOW OR FORMERLY) [y\ ' ,� `,' � , . SR�/�O ' ��\ ` � - - - - - - - - - - - - - \
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• 1 ;' I ' - / • ' / '. ' •, \ ' � AX PID - 0099004E
DEED REFERENCE - 5242 398 \ � TAX PID = 056990048 - ` •\`' ., ' - ' , `OWNER - WILLIAM DUDLEY ELLIOT ', \�. - • _ _ \ '; ,
(NOW OR FORMERLY) j" " ' '/� ' �` I',';DEED REFERENCE-44sz�3a
,'� OWNER-WILLIAMRELLIOT •, -, '" •!'•"' ',\•„ \ NOW OR FORMERLY - •`\,` � _ : ,'
,DEED REFERENCE-4113810• \ � ( �
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OWNER-DAVILL&TERANMMORROW�• \ � %
hDEED REFERENCE - 51361 32
(NOW.ORFORMERLY ML� �•
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- / :/' / , ,',-,, I ,,/, ,\• - - -_
/ • '\: \ �` OWNER - HEDRICK P SCOTT iT AL _
TAX PID - Q5096642 DEED REFERENCE -. CS14 011-
�."r.h3;"t'as OWNER -ENGELSTEPHENP''-
,.,,,,, NOW OR FORMERL / �.
F:.�3, .: DEED REFERENCE - 0581085
( t .� _ ,'�.:,;_/•,','," _
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♦ _ - . �TAX PID IL47", . is ;•/ , . \•♦: `�.. , , �, :♦_ ,, .- ` :: _
OWNER -JAMESDENNIS C&WIF EBRA
' TAX PID-05128007 DEED REFERENCE - 0867 07 5 /' =� , �'': "' '1,• "'l`„' "•''•%' - ,\ -� _ -
/ - \ • \•• ,,11 ' /''''' ' �� ^ • -
OWNER - WYCLIFFE BIBLE TRANSLATORS INC 1 (-NOW OR FORMERLY ) '/';/ ' ' . J '';\•�''I',' -
DEEDREFERENCE
-
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(NOW OR FORMERLY) TAX PID - 05090048 ' • ;
OWNER - FREEMAN WILLIAM & CAROLINE'�:' :I�,� `♦♦,I�:'1'•
` 5265 084 DEED REFERENCE - ./ I. � .' - " '" : �' ,'�' • ' - _ \\ :,\'` ;',' ` . ; % ; '
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TAX PID - 05096049 I
OWNER - FREEMAN WILLIAM&CAROLINE. • •1:;'I '',,; ' ; :I; I; ,', : "MARYLINO 7 0
_ - _ • DEED REFERENCE - 5265 084 - ' - • . _ , - r ;,'•' 11` ' , • •'1;'" ' ''I ' n ' ;; , ♦ t ;, ' / - ,OWNER - KULP MARY REFERENCE - 0333 11 & JACKIE E ;.
(NOW OR FORMERLY) - ` , \ • ♦``n;.l' ♦ ' x r/ /_ .1„'' ";; ;o , ;'j DEEDENOW OR FORMERLY)
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TAX PID-05126002D70 - _ _ �; . - , _ - _� , 6, �' \:`♦" ':�, r./', " e a$ ' \: ; ' q� , - / '+ '/,�,' ,.,•,,f"
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OWNER-WYCLIFFE BIBLE TRANSLATORS INC \ •� �' �, ,- `�, ;�''� �♦ ;I:,• `'� '� '�'''�� �\"
DEED REFERENCE- _ `- � :�L: �•, ( ;�';�.°:�=. .:-y:-:. .'�'N%✓•:: •, I ;o'' ,./';' �:`�',
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SITE AND DEVELOPMENT DATA
JURISDICTION
union County, NC
TAX PARCEL($):
05099004A
SITE ADDRESS:
STEELE ROAD
ZONING
R-40
PROPOSED ZONING
R-40
USE CLASSIFICATION
RESIDENTIAL
TOTAL AREA
66.49 ACRES
AREA IN LOTS.
53.21 ACRES
COMMON AREA
6.98
RIGHT-OF-WAY
4.50 ACRES
MINIMUM FRONT SETBACK
40 Feet
MINIMUM CORNER/SIDE SETBACK
15 Feet
MINIMUM REAR SETBACK
40 Feet
MINIMUM LOT SIZE
40,000 Square Feet
MINIMUM LOT WIDTH
120 Feet
DISTURBED AREA
12.12 Acres
E
A
G
L E
ENGINEERING
2013 Van Buren Avenue P.O. BOX 551
Indian Trail, NC 28079 Alpharetta., GA 30009
[phone] [phone]
www.eagleonline.net
PROJECT ENGINEER: JOHN H. ROSS, P.E.
STREET ADDRESS: 2013A VAN BUREN AVENUE
CITY, STATE, ZIP INDIAN TRAIL, NC 28079
PHONE: [phone]
FAX: [phone]
PREPARED FOR: LIQUID DEVELOPMENT, LLC.
STREET ADDRESS: 231 POST OFFICE DRIVE, STE. B8
CITY, STATE, ZIP: INDIAN TRAIL, NC 28079
PHONE: [phone]
FAX: [phone]
CONTACT: DENNIS MOSER
NO. DATE BY ISSUE
Fit UUNZ5LKVANUY A[ VVAAHAVV UKt:I=K -
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
CONSTRUCTION PLANS
Union County, NC
VICINITY MAP
NOT TO SCALE
PHASE 1
ITCE/vFo
Sr oFNR� � � zOlg
�MwArFRP ���/NG
Sheet List Table
Sheet Number
Sheet Title
C-0.0
COVER
C-1.0
EXISTING CONDITIONS
C-1.1
EXISTING CONDITIONS - PHASE 1
C-2.0
SITE PLAN
C-2.1
SITE PLAN (40 SCALE, SHEET A)
C-2.2
SITE PLAN (40 SCALE, SHEET B)
C-2.3
SITE PLAN (40 SCALE, SHEET C)
C-2.4
SITE PLAN (40 SCALE, SHEET D)
C-3.0
GRADING AND DRAINAGE PLAN
C-3.1
GRADING AND DRAINAGE PLAN (40 SCALE, SHEET A)
C-3.2
GOADING AND DRAINAGE PLAN (40 SCALE, SHEET B)
C-3.3
GRADING AND DRAINAGE PLAN (40 SCALE, SHEET C)
C-3.4
GRADING AND DRAINAGE PLAN (40 SCALE, SHEET D)
C-3.5
EROSION CONTROL PHASE 1
C-3.6
EROSION CONTROL PHASE 1 (40 SCALE, SHEET A)
C-3.7
EROSION CONTROL PHASE 1 (40 SCALE, SHEET B)
C-3.8
EROSION CONTROL PHASE 1 (40 SCALE, SHEET C)
C-3.9
EROSION CONTROL PHASE 1 (40 SCALE, SHEET D)
C-3.10
EROSION CONTROL PHASE 2
C-3.11
EROSION CONTROL PHASE 2 (40 SCALE, SHEET A)
C-3.12
EROSION CONTROL PHASE 2 (40 SCALE, SHEET B)
C-3.13
EROSION CONTROL PHASE 2 (40 SCALE, SHEET C)
C-3.14
EROSION CONTROL PHASE 2 (40 SCALE, SHEET D)
C-3.15
BMP 1 PLAN AND DETAIL
C-3.16
BMP 2 PLAN AND DETAIL
C-4.0
ROAD A PLAN & PROFILE 0+00 - 10+50
C-4.1
ROAD A PLAN & PROFILE 10+50 - END
C-4.2
ROAD B PLAN & PROFILE 0+00 - 10+50
C-4.3
ROAD B PLAN & PROFILE 10+50 - END
C-4.4
ROAD C PLAN & PROFILE
C-4.5
ROAD D PLAN & PROFILE
C-5.0
STANDARD DETAILS
C-5.1
STANDARD DETAILS
C-5.2
STANDARD DETAILS
C-6.0
NOTES
� inm py the gtormwafer ...,,. " r urthuwrnenta is
na s requ that the atomiwatar system das garolner
Pact during rmnetructip csrtly 0 tofOrmitY with the
.tans and space; and wrtity compliance with the
stormw�ate�r r�u�les,. (i5A rn C, 2H .70p6 (1 )
Permit `j� r� 3 41! O � Date• • ZOj
Sheet .�_ NC Division of Water Quality
Sheet #gyL Revision Date�Ilo •7n I
EEI Project Number: 4673